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HomeMy WebLinkAboutC-8279-2 - Arches Storm Drain Dry Weather DiversionsCITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1949-644-3039 FAx newportbeachca.gov December 8, 2022 GCI Construction, Inc. Attn: Janet Gillespie 1031 Calle Recodo, Suite D San Clemente, CA 92673 Subject: Arches Storm Drain Dry Weather Diversions — C-8279-2 Dear Ms. Gillespie: On November 30, 2021, the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on December 1, 2021, Reference No. 2021000727945. The Surety for the contract is Harco National Insurance Company and the bond number is 0712070. Enclosed is the Faithful Performance Bond. Sincerely, Leilan I. Brown, MMC City Clerk Enclosure THE FINAL PREMIUM IS Executed in two original counterparts. PREDICATED ON THE FINAL CONTRACT AMOUNT EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 0712070 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 6.326.00 , being at the rate of $ 13.68 thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to GCI Construction, Inc. hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consists of the following scope of work for each location as specified Hoag Diversion: mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure, dewatering if required, earthwork, and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in -place diversion manhole & junction structure, precast meter box and manholes components, PVC Schedule 80 pipe and fittings, furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, retaining curb; asphalt concrete trench resurfacing, electrical site improvements, SCADA control system improvements, re -landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents; and Newport Diversion: mobilizing; providing traffic control; erosion control; staking and survey monument restoration; verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure; dewatering; earthwork and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in -place diversion curb and diversion junction structure, precast meter box, RCB access shaft, and pump wetwell, PVC Schedule 80 pipe and fittings; furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valve, plug valve and valve box, flow meter, rain gauge, cleanout facility, concrete walk, modified commercial driveway paving, and curb and gutter; electrical site improvements; SCADA control system improvements; landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. GCI Construction, Inc. Page B-1 WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Harco National Insurance Company , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Four Hundred Sixty Two Thousand Four Hundred Forty Eight Dollars and 46/100 ($462,448.45) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specified, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. GCI Construction, Inc. Page B-2 IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 31st day of July ,2020 GCI Construction, Inc. %Authorized ign u—�) �ri�frt�i Name of Contractor (Principal) relritle Harco National Insurance Com Name of Surety 2400 E. Katella Ave., Suite 250, Anaheim, CA 92806 Address of Surety (714) 602-9170 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 5/71Zozo By: dx, 7-riJ ' fw'. Aaron C. Harp City Attorney Michael D. Stong, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED GCI Construction, Inc. Page B-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verges only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Riverside } ss. On July 31 2020 before me, R. Nappi Notary Public, personally appeared Michael D. Stonp who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. )( Signature ACKNOWLEDGMENT A notary public or other officer completing this certificate verges only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. R. NAPPI Notary Public - California Riverside County Commission A 2327975 My Comm. Expires Jun 7, 2024 (seal) State of California County of WAY\C } ss. c� c On I�t��uS t °z° 20� before me, ��hi 1('�Jr�� �th1�0i U , Notary Public, personally appeared C \ti d - proved to me on the basis of satisfactory evidence to be the f�onA whose name i ark subscribed to the within instrument and acknowledged to meth e' Oe/ttfey executed the same in Ti~tt%ir authorized capacity(te6), and that by his/her/their signatures;(sf on the instrument the person s), or the entity upon behalf of which the personA acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNEr my hand and o icial seal. ignature aII/IIIII IIIIIIIII IIIIIIIII III IIIIIIIL ''• RUBI SEGURA DAMACIO i ,�� COMM, N2303091 Z = a NOTARY PUBLIC - CALIFORNIA N z ., ec... ORANGECOUNTYseal) My Commission Expires 06/26/2023 1111111II IIIIIIIIIil1111111 t111111111! GCI Construction, Inc. Page B-4 POWER OF ATTORNEY Bond No. 0712070 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively In the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint MICHAEL D. STONG, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2019 ....... �� INSU 4\OgUiY iNJp STATE OF NEW JERSEY STATE OF ILLINOIS �Oj po0r�r �p SEAf'� County of Essex County of Cook ? yS; 8EAL got ioe• ;vdyykZCIN05�+ �6 fEa Kenneth Chapman -"2V "" 1 Executive Vice President, Harco National Insurance Company .... and International Fidelity Insurance Company On this 31 at day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, New Jersey the day and year first above written. J a. Shirelle A.Outley a Notary Public of New Jersey CERTIFICATION My Commission Expires April 4, 2023 I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, July 31 st, 2020 A00835 Irene Martins, Assistant Secretary February 7, 2022 GCI Construction, Inc. Attn: Janet Gillespie 1031 Calle Recodo, Suite D San Clemente, CA 92673 Subject: Arches Storm Drain Dry Weather Diversions - C-8279-2 Dear Ms. Gillespie: CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAX newportbeachca.gov On November 30, 2021 the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on December 1, 2021, Reference No. 2021000727945. The Surety for the bond is Harco National Insurance Company and the bond number is 0712070. Enclosed is the Labor & Materials Payment Bond. Sincerely, r Leilani 1. Brown, MMC City Clerk Enclosure THE FINAL PREMIUM IS Executed in two original counterparts. PREDICATED ON THE ANAI. CONTRACT AMOUNT EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 0712070 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to GCI Construction, Inc. hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consists of the following scope of work for each location as specified: Hoag Diversion: mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure, dewatering if required, earthwork, and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion manhole & junction structure, precast meter box and manholes components, PVC Schedule 80 pipe and fittings, furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, retaining curb; asphalt concrete trench resurfacing, electrical site improvements, SCADA control system improvements, re -landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents; and Newport Diversion: mobilizing; providing traffic control; erosion control; staking and survey monument restoration; verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure; dewatering; earthwork and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion curb and diversion junction structure, precast meter box, RCB access shaft, and pump wetwell, PVC Schedule 80 pipe and fittings; furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valve, plug valve and valve box, flow meter, rain gauge, cleanout facility, concrete walk, modified commercial driveway paving, and curb and gutter; electrical site improvements; SCADA control system improvements; landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. GCI Construction, Inc. Page A-1 NOW, THEREFORE, We the undersigned Principal, and, Harco National Insurance Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Four Hundred Sixty Two Thousand Four Hundred Forty Eight Dollars and 45/100 ($462,448.45) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, finely by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. GCI Construction, Inc. Page A-2 IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 31st day of July , 20 20 GCI Construction, Inc. Name of Contractor (Principal) Harco National Insurance Company Name of Surety 2400 E. Katella Ave., Suite 250, Anaheim, CA 92806 Address of Surety (714)602-9170 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: `617/20zt, By: J.4 Aaron C. Harp City Attorney —r Authorized �qhature/Title Autl rized'Agehf �lgnature Michael D. Stong, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED GCI Construction, Inc. Page A-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Riverside ) ss. On July 31 20 20 before me, R. Nappi Notary Public, personally appeared Michael D. Slonq who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/shetthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature R. NAPPI Notary Public -California 'zr ; Riverside County Commission # 2327975 ���,o>"„c My Comm, Expires Jun 7, 2024 ACKNOWLEDGMENT A notary public or other officer completing this certificate verges only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. (seal) State of California County of Qw ri ss. On ��< 8�i}2 - 4�"iiu� ,, I .20 2.C; before me, S�auYCkN1MUCIb Notary Public, personally appeared (C6tclr Ck j ' ctv proved to me on the basis of satisfactory evidence to be the personW whose name,( islare subscribed to the within instrument and acknowledge to me that he/she/they executed the same Vin Is%ltdr/their authorized capacity(ies), and that by islher/tOeir signaturesK) on the instrument person(sf, or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY tinder the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. I I A iA Signature +u unrauannaaurraaraaunanuaa. RUB] SEGURA DAMACIO C 0. COMM. k2303091 Z Z y i NOTARY PUBLIC - CALIFORNIA ORANGE COUNTY (eft) My Commission Expires 08/26/2023 �annran1arantannoannaarnun� GCI Construction, Inc. Page A-4 POWER OF ATTORNEY Bond No. 0712070 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27606 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint MICHAEL D. STONG, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attomey(s)-in-fact to execute, seal and deliver for and on its behalf as surely, any and all bonds and undertakings, contracts of indemnity and other writings obligatory In the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such Instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations In the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2019 Ty , STATE OF NEW JERSEY STATE OF ILLINOIS �r SEALL VpPP County of Essex County of Cook u M ry1904 'E >(f,7 Kenneth Chapman Executive Vice President, Harm National Insurance Company and International Fidelity Insurance Company On this 31st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. ••••" E A rrr'.,� IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, • ���•• .0G New Jersey the day and year first above written. r. :.•• 01A .4 �W JESS�•`�•, Shirelle A.Outley a Notary Public of New Jersey CERTIFICATION My Commission Expires April 4, 2023 I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth In said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now In full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, July 31st, 2020 A00835 Irene Marlins, Assistant Secretary Batch 12581903 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Page 1 of 1 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NO FEE # $ R D 0 1 3 3 7 0 9 0 0 S+ 202100072794512:17 pm 12101121 90 PP7A N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and GCI Construction, Inc., San Clemente, California, as Contractor, entered into a Contract on May 26, 2020. Said Contract set forth certain improvements, as follows: Arches Storm Drain Dry Weather Diversions - C-8279-2 Work on said Contract was completed, and was found to be acceptable on November 30, 2021, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Harco National Insurance Comoanv. City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. A Executed on ��I / MMP- I , UV at Newport Beach, California. https://gs.sectire-recording.com/Batch/Confirmation/12581903 11/01/1011 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and GCI Construction, Inc., San Clemente, California, as Contractor, entered into a Contract on May 26, 2020. Said Contract set forth certain improvements, as follows: Arches Storm Drain Dry Weather Diversions - C-8279-2 Work on said Contract was completed, and was found to be acceptable on November 30, 2021, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Harco National Insurance Company. BY ----j Public Works Director City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on�at Newport Beach, California. BY bQwj tvmt=� City Clerk CITY Cel. E RX CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 14th day of April , 2020, at which time such bids shall be opened and read for ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 $390,000 Engineer's Estimate Approved by /James M. Houlihan eputy PWD/City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http://www.planetbids.com/portal/portal.cfm?CompanVID=22078 Voluntary Pre -Bid Meeting A voluntary pre-bid meeting will be conducted on April 1, 2019 at 10:30 AM at 100 Civic Center Drive, 2,d Floor Bay D. Hard copy plans are available via Mouse Graphics at (949) 548-5571 659 W. 19th Street, Costa Mesa, CA 92627 Contractor License Classification(s) required for this project: "A" For further information, call Robert Stein, Project Manager at (949) 644-3322 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: http://newportbeachca.gov/government/open-transparent/online-services/bids-rfps- vendor-registration City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 TABLE OF CONTENTS NOTICEINVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS...................................................................................... 3 BIDDER'S BOND............................................................................................................ 6 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD .................................................... 15 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 18 INFORMATION REQUIRED OF BIDDER.....................................................................19 NOTICE TO SUCCESSFUL BIDDER........................................................................... 21 CONTRACT.................................................................................................................. 22 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS .......... ........................Exhibit C PROPOSAL.............................................................................................................. PR -1 SPECIAL PROVISIONS............................................................................................ SP -1 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed; uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office in Sealed Envelope) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening Date (Bid Due Date.) The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2nd Floor of the Civic Center (Located at 100 Civic Center Dr.) 2. A pre-bid meeting will be held on April 1, 2020, 10:30 AM at City Hall, Conference Room 2D, to review the projects. Attendance is voluntary. 3. Cash, certified check or cashier's check (sum not less than 10 percent of the total bid price) may be received in lieu of the BIDDER'S BOND. The title of the project and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. Original, sealed copies must be submitted to the City Clerk's Office by the Bid Opening Date (Bid Due Date.) The title of the project, Contract Number and the words "Sealed Bid" shall be clearly marked on the outside of the envelope containing the documents. 3 5. The PROPOSAL consists of two sub -proposals: Old Newport Boulevard Culvert Diversion Proposal (Proposal A) and Hoag Road Storm Drain Diversion Proposal (Proposal B). The low bidder will be determined by the sum of Proposal A and Proposal B. 6. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 7. Bids are to be computed upon the estimated quantities indicated in the PROPOSAL multiplied by unit price submitted by the bidder. In the event of discrepancy between wording and figures, bid wording shall prevail over bid figures. In the event of error in the multiplication of estimated quantity by unit price, the correct multiplication will be computed and the bids will be compared with correctly multiplied totals. The City shall not be held responsible for bidder errors and omissions in the PROPOSAL. 8. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 10. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 11. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested 4 that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each parry shall select a mediator and those mediators shall select a qualified neutral third parry to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been re?vie #755356; Class "A" (� Contractor's License No. & Classification Auth rized ignature/Title Terry D. Gillespie - President #1000001150; Exp, 06-30-20 DIR Registration Number & Expiration Date GCI Construction, Inc. Bidder 5 April 10, 2020 Date Bond No. CSBA-13444 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of Ten Percent of the Amount of the Bid Dollars ($ 10% ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of ARCHES STORM DRAIN DRY WEATHER DIVERSIONS, Contract No. 8279-2 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 9th day of GCI Construction, Inc. Name of Contractor (Principal) Harco National Insurance Company Name of Surety 2400 E. Katella Ave., Suite 250 Anaheim CA 92806 Address of Surety (714) 602-9170 Telephone Auth ri ed Signature/Title -Te-�-�i-LC .&�11(�s(��� 41-*'tthoriz6Vd-Agehtftnature Michael D. Stong, Attorney -In -Fact Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) N ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of _(J ► &RA& }ss. On Y i ( 16 , 20,-,:20 before me, (51 I� Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the perbonK whose name* is/am subscribed to the within instrument and acknowledged to me that he/'%�re%tl;tey executed the same in his/,herr/tAetr authorized capacity,( ), and that by his/beT/thefir signatures(2ron the instrument the personX, or the entity upon behalf of which the person W acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ti iiature OPTIONAL INFORMATION Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witness(es) Capacity(ies) claimed by Signer(s): Trustee Power of Attorney CEO/CFO/COO President / Vice -President / Secretary / Treasurer Other: Other Information: 7 JANET GILLESPIE Notary Public — California Orange County r Commission N 2225348 My Comm. Expires Dec 21, 2021 (seal) Thumbprint of Signer ❑ Check here if no thumbprint or fingerprint is available. ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Riverside On April 9, 2020 before me, R. Nappi , Notary Public (insert name and title of the officer) personally appeared Michael D. Stong who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. R. NAPPI z COMM. # 2152652 n Cn NOTARY PUBLIC- CALIFORNIA z RIVERSIDE COUNTY e My Comm. Exp. June 7, 202 Signature /- (Seal) POWER OF ATTORNEY Bond No. CSBA-13444 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint MICHAEL D. STONG, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2019 �........ � �v1NSV s :;�4iti•�{LINO�g �O: TY�,O STATE OF NEW JERSEY STATE OF ILLINOIS C2 SERI EAL r County of Essex County of Cook S� 1 JE Kenneth Chapman Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company On this 31st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. �.�"111111"��, IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, .. A: OG�,New Jersey the day and year first above written. Z�Q� F�•E•0. poro4 :�� to 'moi %• • Spp799 : `�� JEVIS %1% Shirelle A. Outley a Notary Public of New Jersey " �'1111'`�� CERTIFICATION My Commission Expires April 4, 2023 I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, April 9th, 2020 A00835 Irene Martins, Assistant Secretary ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document, State of California County of }ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of }ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. Bidders st also include DIR registration numbers for each subcontractor. GCI Construction, Inc. Bidder Autho ized PraturelTitle Terry D. Gillespie -President City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name GCI Construction, Inc. FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $120,000, provide the following information: No. 1 Project Name/Number Canyon Pump Station Rehabilitation and Sewer Force Main Replacement-Proj. No. 319 & 320; GCI Job No. 556 Project Description Pump Station and Force Main Improvements Approximate Construction Dates: From July 2019 To: October 2019 Agency Name Costa Mesa Sanitary District Contact Person Steve Cano, PE Telephone ( 949) 645-8400 Original Contract Amount $ 782,784 Final Contract Amount $ 805,729 If final amount is different from original, please explain (change orders, extra work, etc.) Change Order work directed by District Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO 10 No. 2 Project Name/Number Bristol Street Sewer Siphon Emergency Repair - GCI Job No, 561 Project Description Emergency repair of sewer Approximate Construction Dates: From May 2019 To: October 2019 Agency Name Costa Mesa Sanitary District Contact Person Steve Cano, PE Telephone ( 949) 645-8400 Original Contract Amount $254,971 Final Contract Amount $354,971 If final amount is different from original, please explain (change orders; extra work, etc.) NA Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO No. 3 Project Name/Number Valve Replacement Proiect W.O.8119 - GCI Job No. 555 Project Description Valve Improvements at various locations. Approximate Construction Dates: From February 2019 TO: May 2019 Agency Name Laguna Beach County Water District Contact Person Dave Rusk, PE Telephone (949) 494-1041 Original Contract Amount $-105,200 Final Contract Amount $ 338,420 If final amount is different from original, please explain (change orders, extra work, etc.) Change Order work as directed by District Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO 11 No. 4 Project Name/Number Via Allegre Lift Station Rehabilitation Project No, 1718-019 - GCI Job No. 533 Project Description Lift Station Improvements Approximate Construction Dates: From December 2018 To; March 2019 Agency Name Trabuco Canyon Water District Contact Person Lorrie Lausten, PE Telephone ( 949) 858-0277 Original Contract Amount $ 348,130 Final Contract Amount $ 348,130 If final amount is different from original, please explain (change orders, extra work, etc.) NA Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO No. 5 Project Name/Number Sewer Lift Stations (Corona #1 & Valley View #8) Improvement Project - GCI Job No. 540 Project Description Sewer Lift Station improvements at various locations Approximate Construction Dates: From September 2018 To; February 2019 Agency Name city of Norco Contact Person Sam Nelson, PE Telephone ( 951) 270-5677 Original Contract Amount $1,192,922 Final Contract Amount $. 1,311,280 If final amount is different from original, please explain (change orders, extra work, etc.) Change Order work as directed by City Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO 12 No. 6 Project Name/Number Mission Hospital 750 Zone Service - GCI Job 522 Project Description Sewer and Water Pipeline improvements Approximate Construction Dates: From April 2018 Agency Name Moulton Niguel Water District Contact Person Ray McDowell, PE TO: October 2018 Telephone ( 949) 425-3527 Original Contract Amount $ 1,071,379 Final Contract Amount $ 1,177,790 If final amount is different from original, please explain (change orders, extra work, etc.) Change Order work per District Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial s sufficiently comprehensive to permit an appraisal of th conditions. / GCI Construction, Inc. Bidder 13 lent and other1' rmation ntractor's cur, int financial i ignature/Tltle Terry D. Gillespie - President CONSTRUCTION,It\IC, General En=gineering t_'omractor Lc. No. ; 55;356 Organizational Information: The team with a combined background of management, leadership, operational, and fiscal experience has perpetuated the success of GCI Construction for over 38 years. Our key personnel are: Terry Gillespie, President; Chuck Gillespie, Vice President; Alan Aristondo, Estimator/Project Management and Janet Gillespie, Corporate Secretary/Project Manager Assistant/Contract Administrator. Terry Gillespie as President is active in day-to-day field operations, business development, and project management as well as estimating. Terry has a professional relationship with over 30 years' experience with the City of Newport Beach and will be the liaison for current and future work with the city. Alan Aristondo, Estimator, shares duties in the day-to-day field operations; estimating as well. Both Terry and Alan take an active role in focusing on schedule adherence, cost and quality control in the field operations. Chuck Gillespie as Vice President current also shares and is active in day-to-day field operations, business development, and project management as well as estimating. Chuck has over 25 years of experience in the industry. Janet Gillespie as Corporate Secretary/Project Manager Assistant/Contract Administration is responsible for bid submission, contracts, insurance, submittal process, ordering of materials, subcontracts, coordinating scheduling with the subcontractors and suppliers, and any day to day operations assisting on all projects for over 18 years with the company. The team has the competency and experience to do each other's job necessary in developing, supervising, and completing on time quality and professional work in the specific field of general engineering. GCI is a prime contractor and will subcontract to specialty licensed contractors as needed for any special work required outside of our expertise. Some of the specialties include; electrical, hazmat abatement, larger paving requirements, masonry etc. 1031 Calle Recodo Ste. D, San Clemente CA 92673 (714) 957-0233 FAX (714) 540-1148 I�?NISTR4....iCTlO#\I JINC. General Engineering t: ont'r actor laic. ,No, 7553,56 Statement of Qualifications: GCI Construction has been contracting for over 38 years as an A license, General Engineering Contractor, previously dba as Gillespie Construction prior to 1998. The company has performed many public works and private grading projects and emergency utilities (including sewer, water and storm drain) and street improvements projects for public works agencies and including Waste Management projects currently in progress. GCI is a well experienced utilities contractor that has gained specialized experience in deep excavation for sewer and storm drain projects as well as grading, excavation and export/import. Also dealing with dewatering; grouted rip -rap, shoring; soil cement (County of Orange and various cities), sewer/water bypass, tide vaults, slope repairs, HDPE fusion welded projects as well as hard to handle materials including hazmat expediting. Various welded water line (cml) repairs by contract and emergency services. Some of the many on call customers are Cities of Newport Beach, Costa Mesa Sanitary District, City of Laguna Beach, San Clemente and several water districts including Irvine Ranch Water District and South Coast Water District. Emergency projects include: Emergency force main sewer, water and storm drain pump station, repair. And many storm drain slope repairs. While many of the public works projects are routine in nature regarding installing utilities, including concrete improvements, grading and paving, some of the unique and challenging projects performed for Waste Management are and ongoing: Install HDPE fusion pipe and emergency water line repairs for landfill operations; onsite grading including slope repair; estimating for material quantities; onsite and off-site import material and knockdown and currently... receive and knockdown greenwaste/mulch at the top deck at the Bradley Landfill, Sun Valley. GCI has demonstrated that we are well qualified to man -up, mobilize and set up traffic control to tackle any infrastructure utility emergency in stat time that may arise. We have an on hand equipment inventory of excavators, backhoes, dump trucks, shoring, pumps etc., including the manpower and resources to expedite as directed. References attached. 1031 CALLE RECODO, SUITE D, SAN CLEMENTE, CALIFORNIA 92673 (714) 957-0233 FAX (714) 540-1148 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 NON -COLLUSION AFFIDAVIT State of California ) ) ss. County of Orange ) Terry D. Gillespie being first duly sworn, deposes and says that he &W6 is President of GCI Construction, Inc. , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, p rtnership, company association, organization, bid depository, or to any member or agent thereof to effectua ' a collusive or sham bid. I declare under penalty of perjury of the laws of the State of lifo nia t f the for 'oing is true and correct. GCI Construction, Inc. fes( - Bidder Autho Ized ignature/Title Terry D. Gillespie - President Subscribed and sworn to (or affirmed) before me on this0Nay of A 2020 by "D . e �'4)— �,- l & proved to me on the basis of satisfactory eviderre o be the person(a) w1ho appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. JANET GILLESPIE No ary ubllc :.�. Notary Public - California [SEAL] r s Orange County Commission N 2225348 ( j 1,4 Comm. Expires Dec21,2021 My Commission Expires: t 1 14 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 DESIGNATION OF SURETIES Bidder's name GCI Construction, Inc. Provide the names, addresses, and phone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds (list by insurance/bond type): Insurance; Compass Direct Insurance Services Agent: Bryan Seltzer Ph. 714-665-9800 13681 Newport Avenue, Ste. B 4672, Tustin CA 92780 Bonds: CSBA (Formerly Stong Surety) Agent: Mike Stong Ph. 951-343-0382 4850 Arlington Avenue, Suite B, Riverside CA 92504 15 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name GCI Construction, Inc. Record Last Five (5) Full Years Current Year of Record No. of fatalities Current 1 Record Record ' Record Record Record 0 0 Year of for for for for for Record 2019 2018 2017 2016 2015 Total 0 2020 1 0 0 0 0 No. of contracts 7 32 20 31 20 24 134 Total dollar Amount of Contracts (in :1,414,837 7,200,000 7,906,928 5,627,000 5,600,000 4,330,000 32,078,765 Thni mmnrlc of (t\ permanent 0 0 i a No. of fatalities 0 0 0 0 0 0 0 No. of lost Workday Cases 0 0 0 0 0 0 0 No. of lost workday cases involving permanent 0 0 0 a 0 0 0 transfer to another job or termination of employment The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. 16 Legal Business Name of Bidder GCI Construction, Inc. Business Address: 1031 Calle Recodo, Suite D, San Clemente CA 92673 Business Tel. No.: 714-957-0233 State Contractor's License No. and Classification: #755356; Class "A" Title General Engineering The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder Date April lo, zozo Title Terry D. Gillespie - Pregdent Signature of bidder *due to current Covid-19 situation unable to obtain signature Date April 10, zozo Title Charles L. Gillespie - Vice President Signature of bidder Date Title Signature of bidder Date Title Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. [NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI 17 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 ,��' 'C��i'.�iA.she-•A'.rKrrF>,r'r,�Y�iv;7�R.r-F.,e�..K`.e^!`.,e:Y.`,e^f.•,e�C`.c-•!'.e"e'.i=•C`.e^!`.4'�.c�C`.c-!`.�C`.c•C'.c,t`.t'�CY,�^(".�^!`.�C�,c'K`,c�hiY`.<^C',cK'�c`C'<<..`C•'.c:C`.e�e^.rl.�.e(`.c�(>.ciC`3 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange ��y ) On _�1- OT'i t ] V 12 A before me, Janet Gillespie -Notary Public Date Here Insert Name and Title of the Officer personally appeared Terry D. Gillespie Name() of Signer(A) who proved to me on the basis of satisfactory evidence to be the person ) whose name() is*0 subscribed to the within instrument and acknowledged to me that he/ftfi/jop� executed the same In his/r/loff authorized capacity,W�, and that by his/�#/yV ff signature( on the instrument the person(, or the entity upon behalf of which the person() acted, executed the instrument. JANETG_ I�LE$PIF. ,. Notary Public - California � Orange County Commission p 2225346 My Comm. Expires Dec 21, 2021 Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand /and official seal. Signature (J ►�C�� ��J�� Signature of Notary Public OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Signer(s) Document Date: Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual 11 Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: N�.�,z���z.���.�.�zx-�.aux=c;c.te.c<u:�c:c:cre-�:�;c-c�cc�c;•u�<,�:c�c�;c�:c��,�.cu:�c-c.�z.�c��cc.�<c,�c� %c^c_.c;�=c�=er:�,c: ,c:cc 02014 National Notary Association - www. National Notary. org - 1 -800 -US NOTARY (1-800-876-6827) Item #5907 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 ACKNOWLEDGEMENT OF ADDENDA Bidder's name GCI Construction, Inc. The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: in City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: GO Construction, Inc. Business Address: 1031 Calle Recodo, Suite D, San Clemente CA 92673 Telephone and Fax Number: Ph 714-957-0233; Fax 714-540-1148 California State Contractor's License No. and Class: #755356; Class "A" (REQUIRED AT TIME OF AWARD) Original Date Issued. 10/1998 Expiration Date: 10-31-2020 List the name and title/position of the person (s) who inspected for your firm the site of the work proposed in these contract documents: Terry D. Gillespie - President; Alan Aristondo - Estimator The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone Terry D. Gillespie President 1031 Calle Recodo, Suite D, San Clemente CA 92673 714-957-0233 Charles L. Gillespie \Ace President " Janet Gillespie Secretary " Corporation organized under the laws of the State of California 19 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: NONE All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: GCI Construction, Inc. For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been involved in with public agencies in the past five years (Attach additional Sheets if necessary) provide: NONE Provide the names, addresses and telephone numbers of the parties; NA Briefly summarize the parties' claims and defenses; NA Have you ever had a contract terminated by the owner/agency? If so; explain. NO Have you ever failed to complete a project? If so, explain. NO For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / No 20 Are any claims or actions unresolved or outstanding? Yes / No If yes to any of the above, explain. (Attach additional sheets, if necessary) NA Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. Terry D. Gillespie - President (Print na a of Owner o President of Corp tion, omp y) GCI Construction, Inc. Bidder Auth rize IQrtature/TItle Terry D. Gillespie - President Terry D. Gillespie - President Title April 10, 2020 Date On t � p l efore me, (j6A r,6 E2 ( (J lif ' Notary Public, personally appeared " '� , <S:"A V k -e -c D � (E�' o proved to me on the basis of satisfactory evidence to be the person.(.a- whose name(s)) is/are subscribed to the within instrument and acknowledged to me that he/sbe/they executed the same in his/.her/their authorized capacity(aes), and that by his/her/their signature(s) on the instrument the person(s-), orthe entity upon behalf of which the person( -s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. JANET GILLESPIEE (SEAL)Notary Public - California Orange County of y Public in and for said S to L! f� Commission .U2225348 My Comm. Expires Dec 21, 2021 My Commission Expires: . d_1 t 21 City of Newport Beach ARCHES STORM DRAIN DRY WEATHER DIVERSIONS Contract No. 8279-2 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: • CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS • LABOR AND MATERIALS PAYMENT BOND • FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Ratinq Guide: Property -Casualty. Coverages shall be provided as specified in the Standard Specifications for Public Works Construction, except as modified by the Special Provisions. Certificates of Insurance and additional insured endorsements shall be on the insurance company's forms, fully executed and delivered with the Contract. The Notice to Proceed will not be issued until all contract documents have been received and approved by the City. 22 ARCHES STORM DRAIN DRY WEATHER DIVERSIONS CONTRACT NO. 8279-2 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 26th day of May, 2020 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and GCI CONSTRUCTION, INC., a California corporation ("Contractor"), whose address is 1031 Calle Recodo, Suite D, San Clemente, California 92673, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: The work necessary for the completion of this contract consists of the following scope of work for each location as specified: Hoag Diversion: mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure, dewatering if required, earthwork, and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion manhole and junction structure, precast meter box and manholes components, PVC Schedule 80 pipe and fittings, furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, retaining curb; asphalt concrete trench resurfacing, electrical site improvements, SCADA control system improvements, re -landscaping and irrigation replacements; preparing as - built drawings; and all other work required by the contract documents; and ii. Newport Diversion: mobilizing; providing traffic control; erosion control; staking and survey monument restoration; verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure; dewatering; earthwork and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion curb and diversion junction structure, precast meter box, RCB access shaft, and pump wetwell, PVC Schedule 80 pipe and fittings; furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valve, plug valve and valve box, flow meter, rain gauge, cleanout facility, concrete walk, modified commercial driveway paving, and curb and gutter; electrical site improvements; SCADA control system improvements; landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 8279-2, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Four Hundred Sixty Two Thousand Four Hundred Forty Eight Dollars and 45/100 ($462,448.45). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; GCI Construction, Inc. Page 2 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Terry Gillespie to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). GCI Construction, Inc. Page 3 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Public Works Director City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Janet Gillespie GCI Construction, Inc. 1031 Calle Recodo, Suite D San Clemente, CA 92673 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) GCI Construction, Inc. Page 4 of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. GCI Construction, Inc. Page 5 14. PREVAILING WAGES In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City. 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers, Hoag Memorial Hospital Presbyterian, and all persons and entities owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project and/or Services by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project and/or Services, or the Work of any subcontractor or supplier selected by Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees, volunteers, Hoag Memorial Hospital Presbyterian, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project GCI Construction, Inc. Page 6 and/or Services contemplated by this Contract (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 16.9 Parties acknowledge that a portion of the Work performed under this Contract is subject to the terms and conditions of that certain Temporary Right -of -Entry, Temporary Construction Easement, and Power Consumption Agreement with Hoag Memorial Hospital Presbyterian for Hoag Road Storm Drain Dry Weather Diversion Projection between the City and Hoag Memorial Hospital Presbyterian, dated July 24, 2020, and recorded in the Office of the County Recorder as Instrument No. 2020000359527, attached hereto and incorporated herein by reference as Exhibit D. GCI Construction, Inc. Page 7 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et seg., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. GCI Construction, Inc. Page 8 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 20.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 20.4 Conflicts or Inconsistencies. In the event there are any conflicts or inconsistencies between this Contract and any other attachments attached hereto, the terms of this Contract shall govern. 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 20.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. GCI Construction, Inc. Page 9 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 22. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] GCI Construction, Inc. Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTO NEY'S OFFICE Date: kc? CITY OF NEWPORT BEACH, a California municipal corporation Date: S/e/ota By: � 41,�, By: ccz�n Aaron C. Harp Will O'Neill Fir " City Attorney Mayor ATTEST: Q CONTRACTOR: GCI Construction, Inc., Date: a California corporation Date: I P11AAnAhAr By. -4' By: Signed in Counterpart WVtA Leilani I. Brown Terry D. Gillespie City Clerk President / Chief Executive Officer �_qUFOR� Date: In Signed in Counterpart Janet Gillespie Secretary [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements Exhibit D — Temporary Right -of -Entry, Temporary Construction Easement, and Power Consumption Agreement, dated July 24, 2020 GCI Construction, Inc. Page 11 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTO NEY'S OFFICE Date: ?,01<2 CITY OF NEWPORT BEACH, a California municipal corporation Date: By. � ► �c�•..• By: Aaron C. Harp Will O'Neill City Attorney Mayor ATTEST: Date: Leilani I. Brown City Clerk -- 5ee cnkvc�cp' CA CONTRACTOR: GCI Construc '6n, Inc., a California corp "atio Date: -7/31 By: Terry D. GillEjspie President / Chief Executive Officer Date: ^ 1L311 oac) By: Riche Koy Secretary [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C - Insurance Requirements Exhibit D - Temporary Right -of -Entry, Temporary Construction Easement, and Power Consumption Agreement, dated July 24, 2020 GCI Construction, Inc. Page 11 All-purpose Acknowledgment California A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of On 08/04/2020 the officer), personally appeared ORANGE before me, RUBI SEGURA DAMACIO RICHARD D KAY, TERRY D GILLESPIE who proved to me on the basis of satisfactory evidence to be the person(s) whose namet(s) is�are. subscribed to the within instrument and acknowledged to me that hc5l"sfe/executed the same in h,i�`,f'&her authorized capacitt r��), and that by his`%k(e bjjt signature) on the instrument the persons), or the entity upon behalf of which the person(s).acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (here insert name and title of J111111/11111111/111111111111111111116 RUBI SEGURA DAMACIO COMM. #2303091 z N 4 NOTARY PUBLIC • CALIFORNIA y cap roaN� ORANGE COUNTY My Commission Expires 08/26/2023 711111111111111IIIIIIIIIIIIIIIIIIIIIIP Notary Seal For Bank Purposes Only Description of Attached Document Type or Title of Document LA OWS 5hnYY\ DrGs,ja 10C kA WCXNIIAFr 13ti1leySlo K CovxyIckck NJ '1 `�2-}q-z Document Date 6- 1� 126 Number of Pages QG Signer(s) Other Than Named Above Account Number (if applicable) DSG5350CA/595577 (Rev 03 - 05/20) THE FINAL PREMIUM IS Executed in two original counterparts. PREDICATED ON THE FINAL CONTRACT AMOUNT EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 0712070 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to GCI Construction, Inc. hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consists of the following scope of work for each location as specified: Hoag Diversion: mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure, dewatering if required, earthwork, and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion manhole & junction structure, precast meter box and manholes components, PVC Schedule 80 pipe and fittings, furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, retaining curb; asphalt concrete trench resurfacing, electrical site improvements, SCADA control system improvements, re -landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents; and Newport Diversion: mobilizing; providing traffic control; erosion control; staking and survey monument restoration; verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure; dewatering; earthwork and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion curb and diversion junction structure, precast meter box, RCB access shaft, and pump wetwell, PVC Schedule 80 pipe and fittings; furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valve, plug valve and valve box, flow meter, rain gauge, cleanout facility, concrete walk, modified commercial driveway paving, and curb and gutter; electrical site improvements; SCADA control system improvements; landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. GCI Construction, Inc. Page A-1 NOW, THEREFORE, We the undersigned Principal, and, Harco National Insurance Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Four Hundred Sixty Two Thousand Four Hundred Forty Eight Dollars and 451100 ($462,448.45) lawful money of the United States of America, said sum being equal to 100% of the estimated amount payable by the City of Newport Beach under the terms of the Contract; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the Principal's subcontractors, fail to pay for any materials, provisions, or other supplies, implements or machinery used in, upon, for, or about the performance of the Work contracted to be done, or for any other work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work or labor, or for any amounts required to be deducted, withheld and paid over to the Employment Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. GCI Construction, Inc. Page A-2 IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 31st day of July _,2020 . GCI Construction, Inc. Name of Contractor (Principal) Harco National Insurance Company Name of Surety 2400 E. Katella Ave., Suite 250, Anaheim, CA 92806 Address of Surety (714)602-9170 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 2 / ZoZo By: Aaron C. Harp City Attorney uthorized S' ure/Title Aut orized ge nature Michael D. Stong, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED GCI Construction, Inc. Page A-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County Of Riverside ) SS. On July 31 20 20 before me, R. Nappi Notary Public, personally appeared Michael D. Stong who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. A Signature T' o' R. NAPPI P Notary Public •California Riverside County n Commission # 2327975 "} My Comm. Expires Jun 7, 20241 M iron �6ida, ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California (seal) County of li'X! 2 Iss. On``3 r -1 20_1,L,_ before me, tZvh� �'G J�c1 �Gth lGt(i a Notary Public, personally appeared i(VX0yJ zv , proved to me on the basis of satisfactory evidence to be the--personW whose name,(6 israrg' subscribed to the within instrument and acknowledged to me that he/she/they executed the same inIs#h6r/#ieir authorized capacity(ieg), and that byChisAr6r/tV*ir signatures(i�) on the instrument the erson l p (s'f , or the entity upon behalf of which the persoqW acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNE my hand and official seal. V Signature +rrrrrrrrarrrrrrrrrurrrrrrnrnrnrr� RUBI SEGURA DAMACIO U) COMM. #2303091 Z U) NOTARY PUBLIC - CALIFORNIA ro ORANGE COUNTY My Commission Expires 08/26/2023 �rrrru�erearrrurrrrrerrrrrrrrrrrrrr� GCI Construction, Inc. Page A-4 POWER OF ATTORNEY Bond No. 0712070 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint MICHAEL D. STONG, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attorneys) -in -fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2019 ��� °` 1NSl/q P .oaOR+r. � x= SEAL r� vs ,1os4 Trly�G STATE OF NEW JERSEY STATE OF ILLINOIS Jr SEA � County of Essex County of Cook 1904 lE Kenneth Chapman 1N/ • �' Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company On this 31 st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. ••.•`% E A 1"�.,� IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, �C�'� OG �'. New Jersey the day and year first above written. Z' • oF� E'P �b4 • rC� � : a �pTAq�• wo ,� °pso079,"-k v cW J1-09 %%% Shirelle A. Outley a Notary Public of New Jersey '11111110, CERTIFICATION My Commission Expires April 4, 2023 I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, July 31 st, 2020 A00835 Irene Martins, Assistant Secretary THE FINAL PREMIUM IS Executed in two original counterparts. PREDICATED ON THE FINAL CONTRACT AMOUNT EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 0712070 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ 6,326.00 , being at the rate of $ 13.68 thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to GCI Construction, Inc. hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consists of the following scope of work for each location as specified Hoag Diversion: mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure, dewatering if required, earthwork, and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion manhole & junction structure, precast meter box and manholes components, PVC Schedule 80 pipe and fittings, furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, retaining curb; asphalt concrete trench resurfacing, electrical site improvements, SCADA control system improvements, re -landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents; and Newport Diversion: mobilizing; providing traffic control; erosion control; staking and survey monument restoration; verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure; dewatering; earthwork and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion curb and diversion junction structure, precast meter box, RCB access shaft, and pump wetwell, PVC Schedule 80 pipe and fittings; furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valve, plug valve and valve box, flow meter, rain gauge, cleanout facility, concrete walk, modified commercial driveway paving, and curb and gutter; electrical site improvements; SCADA control system improvements; landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents, in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. GCI Construction, Inc. Page B-1 WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Harco National Insurance Company , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Four Hundred Sixty Two Thousand Four Hundred Forty Eight Dollars and 451100 ($462,448.45) lawful money of the United States of America, said sum being equal to 100% of the estimated amount of the Contract, to be paid to the City of Newport Beach, its successors, and assigns; for which payment well and truly to be made, we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these present. THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and well and truly keep and perform any or all the Work, covenants, conditions, and agreements in the Contract Documents and any alteration thereof made as therein provided on its part, to be kept and performed at the time and in the manner therein specked, and in all respects according to its true intent and meaning, or fails to indemnify, defend, and save harmless the City of Newport Beach, its officers, employees and agents, as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. GCI Construction, Inc. Page B-2 IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 31st day of .1uly ,2020 GCI Construction, Inc. Name of Contractor (Principal) Harco National Insurance Company Name of Surety 2400 E. Katella Ave., Suite 250, Anaheim, CA 92806 Address of Surety (714)602-9170 Telephone APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 51ya0z'o _ By:. Aaron C. Harp City Attorney Authorized tign e/Title Vd ( tw Auth rized Age nature Michael D. Stong, Attorney -In -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED GCI Construction, Inc. Page B-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verges only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County Of Riverside ) SS. On July 31 , 2020 before me, R. Nappi Notary Public, personally appeared Michael D. Stonq who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature E* . R. NAPPI < t Notary Public - California �•� Commission a 2327975 `' % My Comm. Expires Jun 7, 2024 (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verges only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of (Aky\G --e } SS. On p0j, S � � as° , 20 i U before me, ��yi1bGth'��C\ l) Notary Public, personally appeared C- yin I d , proved to me on the basis of satisfactory evidence to be thefson,(,s� whose name is/ark subscribed to the within instrument and acknowledged to me thaChe%oe/ofey executed the same in j is"r/tlieir authorized capacity(ies), and that by his/her/their slgnaturesksl on the instrument the personas'), or the entity upon behalf of which the person* acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNES my hand and official seal. ignature �rreeeerrereerrerrereenennurrrne� RUBI SEGURA DAMACIO :. COMM. #2303091 Z NOTARY PUBLIC - CALIFORNIA (4 Z C</RppN p ORANGE COUNTY eal) My Commission Expires 08/26/2023 � n ereaeeer a ereareerreeerrrrrrereeere■ GCI Construction, Inc. Page B-4 POWER OF ATTORNEY Bond No. 0712070 HARCO NATIONAL INSURANCE COMPANY INTERNATIONAL FIDELITY INSURANCE COMPANY Member companies of IAT Insurance Group, Headquartered: 702 Oberlin Road, Raleigh, North Carolina 27605 KNOW ALL MEN BY THESE PRESENTS: That HARCO NATIONAL INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Illinois, and INTERNATIONAL FIDELITY INSURANCE COMPANY, a corporation organized and existing under the laws of the State of New Jersey, and having their principal offices located respectively in the cities of Rolling Meadows, Illinois and Newark, New Jersey, do hereby constitute and appoint MICHAEL D. STONG, BEN STONG, DWIGHT REILLY, DANIEL HUCKABAY, ARTURO AYALA, FRANK MORONES, SHAUNNA ROZELLE OSTROM, R. NAPPI Orange, CA their true and lawful attorney(s)-in-fact to execute, seal and deliver for and on its behalf as surety, any and all bonds and undertakings, contracts of indemnity and other writings obligatory in the nature thereof, which are or may be allowed, required or permitted by law, statute, rule, regulation, contract or otherwise, and the execution of such instrument(s) in pursuance of these presents, shall be as binding upon the said HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY, as fully and amply, to all intents and purposes, as if the same had been duly executed and acknowledged by their regularly elected officers at their principal offices. This Power of Attorney is executed, and may be revoked, pursuant to and by authority of the By -Laws of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY and is granted under and by authority of the following resolution adopted by the Board of Directors of INTERNATIONAL FIDELITY INSURANCE COMPANY at a meeting duly held on the 13th day of December, 2018 and by the Board of Directors of HARCO NATIONAL INSURANCE COMPANY at a meeting held on the 13th day of December, 2018. "RESOLVED, that (1) the Chief Executive Officer, President, Executive Vice President, Senior Vice President, Vice President, or Secretary of the Corporation shall have the power to appoint, and to revoke the appointments of, Attorneys -in -Fact or agents with power and authority as defined or limited in their respective powers of attorney, and to execute on behalf of the Corporation and affix the Corporation's seal thereto, bonds, undertakings, recognizances, contracts of indemnity and other written obligations in the nature thereof or related thereto; and (2) any such Officers of the Corporation may appoint and revoke the appointments of joint -control custodians, agents for acceptance of process, and Attorneys -in -fact with authority to execute waivers and consents on behalf of the Corporation; and (3) the signature of any such Officer of the Corporation and the Corporation's seal may be affixed by facsimile to any power of attorney or certification given for the execution of any bond, undertaking, recognizance, contract of indemnity or other written obligation in the nature thereof or related thereto, such signature and seals when so used whether heretofore or hereafter, being hereby adopted by the Corporation as the original signature of such officer and the original seal of the Corporation, to be valid and binding upon the Corporation with the same force and effect as though manually affixed." IN WITNESS WHEREOF, HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY have each executed and attested these presents on this 31st day of December, 2019 py 1NSl... .,z0� O�Pnfi I. SEAL =o' Ovi tss• )�; day •......... *�°., Ty (� STATE OF NEW JERSEY STATE OF ILLINOIS Ca SEAL � SEAL County of Essex �f County of Cook 4C7 G/ r 1904" ea 1EM+ Kenneth Chapman Executive Vice President, Harco National Insurance Company and International Fidelity Insurance Company On this 31 st day of December, 2019 , before me came the individual who executed the preceding instrument, to me personally known, and, being by me duly sworn, said he is the therein described and authorized officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY; that the seals affixed to said instrument are the Corporate Seals of said Companies; that the said Corporate Seals and his signature were duly affixed by order of the Boards of Directors of said Companies. %%% E `� A 0"�. IN TESTIMONY WHEREOF, I have hereunto set my hand affixed my Official Seal, at the City of Newark, ••••• ... : New Jersey the day and year first above written. � 0,00079 1 •.� �� �/� �. W JEVk'5 � Shirelle A. Outley a Notary Public of New Jersey �""' l l oW CERTIFICATION My Commission Expires April 4, 2023 I, the undersigned officer of HARCO NATIONAL INSURANCE COMPANY and INTERNATIONAL FIDELITY INSURANCE COMPANY do hereby certify that I have compared the foregoing copy of the Power of Attorney and affidavit, and the copy of the Sections of the By -Laws of said Companies as set forth in said Power of Attorney, with the originals on file in the home office of said companies, and that the same are correct transcripts thereof, and of the whole of the said originals, and that the said Power of Attorney has not been revoked and is now in full force and effect. IN TESTIMONY WHEREOF, I have hereunto set my hand on this day, July 31 st, 2020 A00835 Irene Martins, Assistant Secretary EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance (bodily injury, property damage, personal injury, and vehicle liability), and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, with a single limit in an amount not less than one million dollars ($1,000,000) GCI Construction, Inc. Page C-1 per occurrence, or current limit carried, whichever is greater, and two million dollars ($2,000,000) general aggregate and two million dollars ($2,000,000) completed operations aggregate, or current limits carried, whichever is greater. The policy shall cover, without limitation, coverage for bodily injury, including death, contractual liability specifically covering the indemnity obligations stated herein, personal injury including coverage for suits brought by employees of City, liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, without limitation, including coverage for claims based on automobile liability (bodily injury and property damage) including coverage for all owned, hired, non -owned or rented vehicles, in an amount not less than two million dollars ($2,000,000) combined single limit for each accident. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees, volunteers, Hoag Memorial Hospital Presbyterian, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees, volunteers, Hoag Memorial Hospital Presbyterian, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to GCI Construction, Inc. Page C-2 City, its elected or appointed officers, agents, officials, employees, volunteers, Hoag Memorial Hospital Presbyterian, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City and Hoag Memorial Hospital Presbyterian with thirty (30) calendar days' notice of cancellation, material change in coverage, or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City and Hoag Memorial Hospital Presbyterian as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. The certificates and endorsements for each insurance policy shall be signed by a person authorized by that insurer to bind coverage on its behalf. At least fifteen (30) days prior to the expiration of any such policy, evidence of insurance showing that such insurance coverage has been renewed or extended shall be filed with the City. If such coverage is cancelled, reduced, or there is a material change in coverage, Contractor shall, within ten (30) days after receipt of written notice of such cancellation or reduction of coverage, file with the City and Hoag Memorial Hospital Presbyterian evidence of insurance showing that the required insurance has been reinstated or has been provided through another insurance company or companies. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. GCI Construction, Inc. Page C-3 C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self-insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self-insured retention, the self-insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self-insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. GCI Construction, Inc. Page C-4 H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. GCI Construction, Inc. Page C-5 Reyes, Raymund From: Customer Service <customerservice@ebix.com> Sent: Tuesday, June 30, 2020 5:23 PM To: Reyes, Raymund; Insurance Cc: sagar@ebix.com Subject: Compliance Alert -Vendor Number FV00000123 Follow Up Flag: Follow up Flag Status: Flagged [EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe. This Account has moved from non-compliant to COMPLIANT status and is currently in compliance for certificate of insurance requirements. FV00000123 GCI Construction, Inc. Sent by Ebix, designated insurance certificate reviewer for the City of Newport Beach. EXHIBIT D Temporary Right -of -Entry, Temporary Construction Easement, and Power Consumption Agreement, dated July 24, 2020 GCI Construction, Inc. Page D-1 Batch 7019868 Confirmation RECORDING REQUESTED AND WHEN RECORDED RETURN TO: Office of the City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Page 1 of 6 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder 11111111111111111111111111 Jill 111111111111111111111111111111111111111111 NO FEE *$ R 0 0 1 1 8 7 2 0 9 3$* 2020000359527 9:14 am 07/27120 7 Se c2A ED2 17 0.00 0.00 0.00 0.00 48.00 0.00 0.000.000.00 0.00 [Exempt from Recordation Fee - Govt Code §§ 273831 TEMPORARY RIGHT -OF -ENTRY, TEMPORARY CONSTRUCTION EASEMENT, AND POWER CONSUMPTION AGREEMENT WITH HOAG MEMORIAL HOSPITAL PRESBYTERIAN FOR HOAG ROAD STORM DRAIN DRY WEATHER DIVERSION PROJECT https://gs.secure-recording.com/Batch/Confirmation/7019868 07/27/2020 Batch 7019868 Confirmation Page 2 of 6 TEMPORARY RIGHT -0F -ENTRY, TEMPORARY CONSTRUCTION EASEMENT, AND POWER CONSUMPTION AGREEMENT WITH HOAG MEMORIAL HOSPITAL PRESBYTERIAN FOR HOAG ROAD STORM DRAIN DRY WEATHER DIVERSION PROJECT This Temporary Right of Entry, Temporary Construction Easement, and Power Consumption Agreement ("Agreement") is made this d(1 day of ?'v It !J , 2020 ("Effective Date") by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("Granteel and HOAG MEMORIAL HOSPITAL PRESBYTERIAN, a California non- profit public benefit corporation ("Grantor"). RECITALS A. Grantee is a California municipal corporation duty organized and validly existing under the laws of the State of Caiifomia with the power to carry on its business as it is now being conducted under the statutes of the State of Cafifomia and the Charter of City. B. Grantor is the record owner of the real property identified by Orange County Assessor Parcel Numbers 423-011-28 and 423-011-30 located in the City of Newport Beach, Califomia, as depicted as Parcels 1 & 2 in Exhibit "A", attached hereto and incorporated herein by this reference, collectively known as Property ("Property'. C. Grantee desires to construct improvements that will divert dry weather flows collected in a large storm :drain in Hoag Road and divert those flows into Grantee's sanitary sewer system (the "Project'. The location of the Project is depicted in Exhibit "A' as Project Location. The Project consists of construction of a diversion structure in the storm drain fine, a diversion fine from the storm drain to the sanitary sewer with connecting manhole at the sanitary sewer rhe, and a pulbox with monitoring meter as more particularly, set forth in Exhbit "B" which is attached hereto and incorporated herein by this reference. D. Grantor and Grantee mutually agree that they intend for this Agreement to allow for Grantee to secure a temporary right -0f -entry and temporary construction easement, as depicted in Exhibit "C", attached hereto and incorporated herein by this reference, in order to enter upon the area of the Property identified as the "Project Location" in Exhibit "A." E. As part of this temporary right -of -entry and temporary construction easement, the parties intend for this Agreement to allow for Grantee to secure permission from Grantor to allow the accommodation of construction equipment, materials and workers necessary for completion of the Project. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. Recitalg The recitals provided in this Agreement are true and correct and incorporated into the operative part of this Agreement. Right of Entry and Temporary Construction Easement Page 1 https://gs.secure-recording.com/Batch/Confirmation/7019868 07/27/2020 RECORDING REQUESTED AND WHEN RECORDED RETURN TO: Office of the City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 [Exempt from Recordation Fee - Govt. Code §§ 27383] TEMPORARY RIGHT -OF -ENTRY, TEMPORARY CONSTRUCTION EASEMENT, AND POWER CONSUMPTION AGREEMENT WITH HOAG MEMORIAL HOSPITAL PRESBYTERIAN FOR HOAG ROAD STORM DRAIN DRY WEATHER DIVERSION PROJECT TEMPORARY RIGHT -OF -ENTRY, TEMPORARY CONSTRUCTION EASEMENT, AND POWER CONSUMPTION AGREEMENT WITH HOAG MEMORIAL HOSPITAL PRESBYTERIAN FOR HOAG ROAD STORM DRAIN DRY WEATHER DIVERSION PROJECT This Temporary Right of Entry, Temporary Construction Easement, and Power Consumption Agreement ("Agreement") is made this #2g day of -'u I y , 2020 ("Effective Date") by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("Grantee") and HOAG MEMORIAL HOSPITAL PRESBYTERIAN, a California non- profit public benefit corporation ("Grantor"). RECITALS A. Grantee is a California municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. Grantor is the record owner of the real property identified by Orange County Assessor Parcel Numbers 423-011-28 and 423-011-30 located in the City of Newport Beach, California, as depicted as Parcels 1 & 2 in Exhibit "A", attached hereto and incorporated herein by this reference, collectively known as Property ("Property"). C. Grantee desires to construct improvements that will divert dry weather flows collected in a large storm drain in Hoag Road and divert those flows into Grantee's sanitary sewer system (the "Project"). The location of the Project is depicted in Exhibit "A" as Project Location. The Project consists of construction of a diversion structure in the storm drain line, a diversion line from the storm drain to the sanitary sewer with connecting manhole at the sanitary sewer line, and a pullbox with monitoring meter as more particularly set forth in Exhibit "B", which is attached hereto and incorporated herein by this reference. D. Grantor and Grantee mutually agree that they intend for this Agreement to allow for Grantee to secure a temporary right -of -entry and temporary construction easement, as depicted in Exhibit "C", attached hereto and incorporated herein by this reference, in order to enter upon the area of the Property identified as the "Project Location" in Exhibit "A." E. As part of this temporary right -of -entry and temporary construction easement, the parties intend for this Agreement to allow for Grantee to secure permission from Grantor to allow the accommodation of construction equipment, materials and workers necessary for completion of the Project. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: Recitals The recitals provided in this Agreement are true and correct and incorporated into the operative part of this Agreement. Right of Entry and Temporary Construction Easement Page 1 2. Right of Entry and Temporary Construction Easement For valuable consideration, receipt of which is hereby acknowledged, Grantor hereby grants to Grantee, and Grantee accepts, a non-exclusive temporary right of entry and temporary construction easement on, over, under and across the "Project Location", as depicted in Exhibit "A", and portions of Hoag Road and Hoag Drive, as depicted in Exhibit "C", for the purpose of constructing, grading, landscaping, installing, repairing and replacing the Project and to allow the accommodation of equipment, materials and workers necessary therefor including partial closure of Hoag Road and Hoag Drive per a City -approved Traffic Control Plan. 3. Right of Entry and Temporary Construction Easement Conditions Grantee's right of entry to the Project Location and temporary construction easement in the Project Location shall be consistent with the following conditions: A. Grantee has the right to enter the Property, including Hoag Road and Hoag Drive, from 7:00 a.m. to 5:00 p.m., Monday through Friday, for the purpose of constructing the Project with the following conditions: a. On Hoag Road and Hoag Drive, during working hours, two-way traffic shall be maintained to the maximum duration possible. If one lane must be shut down during construction hours, flag persons shall be stationed to ensure that the vehicular travel along the open lane is occurring safely and efficiently. b. During non -working hours or when work is not scheduled, all roadway lanes on Hoag Road shall be returned to their full traffic usage on the same day by plating or backfilling open trenches, cleaning pavement areas of all dust and rocks, and placing cold patch pavement as needed. Grantee shall also remove all traffic control devices. All roadway lanes in other access roads in the vicinity of the project shall remain open at all times. d. A minimum of one exit lane from the parking structure adjacent to the construction site shall always remain open. e. The sidewalk on the west side of Hoag Road shall always remain open. B. After hours work shall only be permitted with permission of the Grantor. Should the Grantor grant permission for after-hours work, Grantee shall have the additional right to enter the Property for the purpose of constructing the Project between the hours of 8:00 a.m. to 6:00 p.m. on Saturdays. C. Grantee shall advise Grantor of the date of commencement of the Project not less than seventy-two (72) hours prior to actual commencement of the Project. Right of Entry and Temporary Construction Easement Page 2 D. Prior to commencement of the Project, Grantee shall provide Grantor with the names and telephone numbers of each contractor or subcontractor who will be performing work on the Property for the Project. E. At the conclusion of each workday, Grantee shall ensure the cleanup and removal of debris so as to maintain the Property in as neat and clean a condition as possible, given the remaining work on the Project to be performed. F. The right of entry does not include the right to engage in any material storage, long term parking of vehicles, trailers, or other equipment storage on the Property. G. Grantee shall indemnify Grantor against and hold Grantor harmless from any loss of or damage to the Property, or injury or death of any person whomsoever, proximately caused in whole or in part by negligence of Grantee or by any act or omission for which Grantee is liable in the exercise of the rights herein granted. H. Notwithstanding the foregoing, nothing herein shall be construed to require Grantee to indemnify the Grantor from any loss of or damage to the Property, or injury or death of any person whomsoever, arising from the sole negligence or willful misconduct of Grantor. I. Grantor agrees and is responsible for notifying all tenants on and other permitted users of the Property of all information regarding this Agreement for Grantee's entry onto the Property for the purposes allowed herein. J. Grantee shall be solely responsible for obtaining and shall obtain all permits necessary for the valid and proper development, installation and construction of the Project and conduct all work in the areas burdened by the Project in a good and workman manner, acceptable to any governmental authorities having jurisdiction over such work, and shall complete the work and perform any maintenance in a lien -free manner. K. Grantee shall restore any damage to the easement area including without limitation the pavement, landscaping, and other improvements caused by Grantee's exercise of its easement rights, to as good a condition as existed prior to Grantee's exercise of easement rights. L. Grantee will not allow its contractors to park vehicles on Grantor's property unless permission is provided to Grantee in writing by Grantor. M. During the term of this agreement, Grantee shall ensure that its contractors secure and maintain at all times during the term of this agreement, at their sole expense, the insurance coverage required herein, with insurance companies rated A- by the A.M. Best Company, Occurrence coverage is preferred but if claims made coverage is provided, it shall be maintained for a minimum of three (3) years after the date of termination of this agreement. Insurance required under this Agreement shall be: Commercial General Liability (bodily injury, property damage, personal injury, and vehicle liability) insurance, with a single limit of not less than One Million Dollars and 00/100 Right of Entry and Temporary Construction Easement Page 3 ($1,000,000) per Occurrence, or current limit carried, whichever is greater, and Two Million Dollars and 00/100 ($2,000,000) in the Aggregate, or current limits carried, whichever is greater. Coverage shall include, without limitation, coverage for bodily injury, including death; contractual liability specifically covering the indemnity obligations stated herein and elsewhere in the Agreement, and personal injury including coverage for suits brought by employees of Grantee. Automobile Liability insurance to cover, without limitation, claims based on automobile liability (bodily injury and property damage) including coverage for all owned, hired and non -owned automobiles with minimum limits of Two Million Dollars and 00/100 ($2,000,000) Combined Single Limit. General Liability and Automobile Liability Insurance shall include the following provisions, coverage, and endorsements: The Indemnified Parties, Hoag Memorial Hospital Presbyterian shall be included as additional insured's ("Additional Insureds"). Grantor, Grantee and its contractor's insurance companies waive their rights to subrogation against the above Additional Insureds. The insurance carried by the Grantee's contractors shall include contractual liability endorsements insuring the indemnity clause of this Agreement. Grantee's contractor's insurance shall be primary coverage, and any insurance or self- insurance carried by Indemnified Parties and Additional Insureds shall be excess and noncontributory. Thirty (30) days prior written notice of cancellation or material change in the insurance must be given to Grantor. Grantee and its contractors shall provide the Grantor with a certificate of insurance and endorsements evidencing the required coverage. Failure to secure and/or maintain insurance coverage under this Agreement shall be considered a material breach of this Agreement. Nothing contained in this subsection shall be read to limit Grantee's indemnity responsibility under this Agreement. The failure to secure and maintain or add by endorsement any Indemnified Party shall not act as a defense to the enforcement of the terms of the Agreement. Any such insurance policy shall apply separately to each insured against whom claim is made or suit is brought and shall contain no provision, which excludes coverage of a claim made, by one insured under the policy against another insured under the policy. 4. Maintenance Upon completion of the Project, Grantor hereby agrees to cooperate and grant a permanent "no fee diversion easement" to Grantee to allow Grantee to maintain, operate and monitor the diversion created by the Project, which may be recorded against the Property with the Right of Entry and Temporary Construction Easement Page 4 Office of the Orange County Clerk -Recorder. Grantee will provide all the right-of-way documents and processing at no cost to Grantor. The provisions in this Section shall survive termination of this Agreement. 5. Compensation for Power for Pump System The required power for the pump system and appurtenances is estimated at ten (10) amps and will be provided by Grantor through its existing system. Grantee shall install a temporary meter to confirm power requirements and provide such results to the Grantor. Commencing one (1) month prior to the start of operation of the diversion, and every subsequent twelve (12) months thereafter, Grantee shall pay Grantor One Thousand Two Hundred Dollars and 00/100 ($1,200.00) per year for the estimated cost of powering the pump system and appurtenances. Grantee and Grantor may mutually agree to adjust the annual fee to correspond with the metered power consumption through an amendment to this Agreement. If the Agreement is terminated pursuant to Section 6 of this Agreement prior to the end of an operational year, Grantor shall refund Grantee for the time period for which payment was made but the Agreement was no longer in effect. 6. Term and Termination This Agreement shall commence upon the Effective Date. Sections 2 and 3 of this Agreement shall terminate upon the earlier of the completion of the Project or July 1, 2021. Except for Section 4, which shall survive termination of this Agreement, all other provisions of this Agreement shall terminate when either the diversion is permanently removed from operation by Grantee, Grantor is no longer the owner of the Property, or on May 1, 2070, whichever occurs first. Grantee shall provide Grantor with written notice at least seven days prior to the diversion's permanent removal from operation. 7. Notices Notices, requests or demands by either party shall be in writing and shall either be personally served or be sent by U.S. Mail and addressed to the following persons: To Grantee: Assistant City Engineer Public Works Department City of Newport Beach 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 Ph: 949-644-3311 To Grantor: Erik Lidecis, Manager of Utilities/Operations Hoag Hospital Presbyterian 1 Hoaa Drive Newport Beach, CA 92663 mm Right of Entry and Temporary Construction Easement Page 5 Ph: 949-764-6574 Notices, requests and demands, if not personally served, shall be deemed received upon the expiration of forty-eight (48) hours after postmark or deposit in a U. S. post office or mail. 8. Attorneys' Fees In the event of any dispute or legal action arising under this Agreement, the prevailing party shall not be entitled to attorney's fees. 9. Severability If any term or portion of this Agreement is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Agreement shall continue in full force and effect. 10. Controlling Law and Venue The laws of the State of California shall govern this Agreement and all matters relating to it and any action brought relating to this Agreement shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 11. Integrated Agreement and Modifications This Agreement represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 12. Amendments This Agreement may be modified or amended only by a written document executed by both Grantor and Grantee and approved as to form by the City Attorney. The City Manager may approve and execute all amendments to this Agreement on behalf of Grantee. 12. Counterparts This Agreement may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. [SIGNATURES ON FOLLOWING PAGE] Right of Entry and Temporary Construction Easement Page 6 IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the dates written below. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 6/1 12-o By: aron C. Harp City Attorney ATTEST:A , 40 14) Date: , L G :AP 1�11�1 ry �I/l Leilani 1. Brown City Clerk 'L'PoRtl� GRANTEE: CITY OF NEWPORT BEACH, a California municipal corporation Date: V 412-02-0 By: A---- Grq-kq*. Leung CiWklanager GRANTOR: HOAG MEMORIAL HOSPITAL PRESBYTERIAN, a California non-profit public benefit corporation Date: Signed in Counterpart By: Sanford Smith Senior VP of Real Estate & Facilities Date: Signed in Counterpart By: Andrew Guarni Chief Financial Officer Attachments: Exhibit A - Property Exhibit B - Technical Depiction of Property, Project, and Project Area Exhibit C - Depiction of Temporary Easements nn o®_ Right of Entry and Temporary Construction Easement Page 7 IN WITNESS WHEREOF, the parties have caused this Agreement to be executed on the dates written below. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date:(jq a V By: Aron C. Harp City Attorney ATTEST: Date: Leilani I. Brown City Clerk GRANTEE: CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Grace K. Leung City Manager GRANTOR: HOAG MEMORIAL HOSPITAL PRESBYTERIAN, a California non-profit public b nefit corporation Date: -7 1Co /20 71 �. By:. Sanford Smith Senior VP pf Real Estate & Facilities Date: -7 ( (a / 2.e') By: An Guarni Chief Financial Officer Attachments: Exhibit A — Property Exhibit B — Technical Depiction of Property, Project, and Project Area Exhibit C — Depiction of Temporary Easements Right of Entry and Temporary Construction Easement Page 7 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of CalifornjY County of VV ss. 4-44 On dUly Co 2020 before me, \i Det LAK-aawa Notary Public, personally appeared S5mt-Hi who proved to me on the basis of satisfactory evidence to be the person(g whose nameA(E"hrt subscribed to the within instrument and acknowled ed to me that t��06y executed the same in his Xltheir authorized capacity(, and that b hi ,e/tl4ir signatures(07 on the instrument the persoW), or the entity upon behalf of which the persor;aTacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. W.T*Ar'l JONIUKEGAWA WITNESS my hand and official seal. NotaryPublic-California Orange CountyCommission M 2247044 VMy Comm. Expires Jul 19, 2022 Sig ure (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached. and not the truthfulness, accuracy, or validity of that document. State of Calif rnia County of _ urp op- -Iss. On J LAI , 2020 before me, wa Notary Public, pers nally appeared nW1 0"0111^111- proved to me on the basis of satisfactory evidence to be ;the emon whose name Is subscribed to the within instrument and acknowled ed to me th he Oreeltj y executed the same I is f% authorized capacity, and that his r/t it signature! * on the instrument the person ), or the entity upon behalf of which the person acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the paragraph is true and correct. WITNESS my hand and official seal. Signa Right of Entry and Temporary Construction Easement S te of-CAlifocoiaf r going JONI UKEGAWA Notary Public - California �U Orange County Commission N 2247044 My Comm. Expires Jul 19, 2022 (seal) EXHIBIT A Property Right of Entry and Temporary Construction Easement Page A-1 EXHIBIT B TECHNICAL DEPICTION OF PROPERTY, PROJECT, AND PROJECT AREA Right of Entry and Temporary Construction Easement Page B-1 EXISTING ------ STORM DRAIN EXISTING SEWER ff EXISTING SEWER if it MANHOLE DIVERSION-'-� LINE FLOW tJC.I\JITC RING '14M T F ER PULLK;X PARKI\16-, S7RUCTURE Exl- --7XISTING CURB-� AND GUTTER Exhibit B: Limits of Construction 1000, LIMITS O - CONSTR(,Cl ON PARKING ---- -- 'STRUfl'TlJKL -DIVERSIGN LEGEND EXHIBIT C DEPICTION OF TEMPORARY EASEMENTS Right of Entry and Temporary Construction Easement Page C-1 i -11. rf A T4.`r+1 rk Ir t 1, 5 f I I }f k�; � �d� ''; � � ��t:'� �w�4 •. �,� F�A1��� '�"'. �" I ?Y ,If. �: 51 I '{1 I� S f lr. pp v � — t �- ���p7p,aj ji �� fi� 14)� �jc �r s� �:��� �' �� ��''^" � I �, '� g p�e•� q' i � �� fi ; I �7 I -'VIM t I L4— ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of I ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of I ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) Right of Entry and Temporary Construction Easement PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS HOAG ROAD DIVERSION PROJECT CONTRACT NO. C-8279-2 PART 1 - GENERAL PROVISIONS 1 SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-9 SURVEYING 2-9.1 Permanent Survey Markers 2-9.2 Survey Service SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-2.5 Pay Item Schedule. 3-3.2 Payment 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-1.2 Payment 5-2 PROTECTION 5-4 RELOCATION 1 1 2 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 4 4 5 5 5 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 5 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 5 6-1.1 Construction Schedule 5 6-7 TIME OF COMPLETION 6 6-7.1 General 6 6-7.2 Working Days 6 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 7 6-9 LIQUIDATED DAMAGES 7 6-11 TEMPORARY CONSTRUCTION FENCE AND ACCESS 7 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 8 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 8 7-1.2 Temporary Utility Services 8 7-2 LABOR 8 7-2.2 Prevailing Wages 8 7-7 COOPERATION AND COLLATERAL WORK 9 7-8 WORK SITE MAINTENANCE 9 7-8.4 Storage of Equipment and Materials 9 7-8.4.2 Storage in Public Streets 9 7-8.5 Sanitary Sewers 9 7-8.5.2 Sewage Bypass and Pumping Plan 9 7-8.6 Water Pollution Control 10 7-8.6.2 Best Management Practices (BMPs) 10 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) 10 7-8.6.4 Dewatering 10 7-8.6.5 Payment 10 7-10 SAFETY 10 7-10.1 Traffic and Access 11 7-10.2 Storage of Equipment and Materials in Public Streets. 12 7-10.3 Haul Routes 12 7-10.3.1 Street Closures, Detours and Barricades 12 7-10.4 Safety 13 7-10.4.1 Work Site Safety 13 SECTION 9 - MEASUREMENT AND PAYMENT 14 9-3 PAYMENT 14 9-3.1 General 14 9-3.2 Partial and Final Payment. 19 PART 2 - CONSTRUCTION MATERIALS 20 SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 20 201-1 PORTLAND CEMENT CONCRETE 20 201-1.1 Requirements 20 201-1.1.2 Concrete Specified by Class and Alternate Class 20 201-2 REINFORCEMENT FOR CONCRETE 20 201-2.2 Steel Reinforcement 20 201-2.2.1 Reinforcing Steel 20 201-7 NON -MASONRY GROUT 20 201-7.2 Quick Setting Grout 20 SECTION 209 — PRESSURE PIPE 20 209-4 PVC PRESSURE PIPE 20 209-4.1 General 20 209-4.2 Materials 20 209-7 PIPELINE IDENTIFICATION. 21 209-7.2 Requirements 21 SECTION 212 — WATER AND SEWER SYSTEM VALVES 21 AND APPURTENANCES 21 212-1 GENERAL 21 212-5 VALVES 21 212-5.5 Check Valves 21 212-10 SERVICE LATERALS, METERS, AND METER BOXES 21 212-10.4 Meters 21 212-10.6 Meters Boxes 21 SECTION 216 — PRECAST REINFORCED CONCRETE BOX 22 216-1 GENERAL 22 SECTION 300 - EARTHWORK 22 300-1 CLEARING AND GRUBBING 22 300-1.1 General 22 300-1.3 Removal and Disposal of Materials 23 300-1.3.1 General 23 300-1.3.2 Requirements 24 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 24 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 24 303-5.1 Requirements 24 303-5.1.1 General 24 Section 306 — OPEN TRENCH CONDUIT CONSTRUCTION 24 306-1 GENERAL 24 306-1.2 Installation of Pipe 25 306-10 Precast Reinforced Concrete Box (PRCB) 25 306-10.1 General 25 PART 8 - LANDSCAPING AND IRRIGATION 25 SECTION 801 - INSTALLATION 25 801-1 GENERAL 25 APPENDIX A - SUPPLEMENTAL TECHNICAL SPECIFICATIONS APPENDIX B - MISCELLANEOUS AS -BUILT PLANS "TA aall N91VIC=11a1101000111a17_AL1 APPENDIX D - REFERENCE STANDARD PLANS APPENDIX E - REFERENCE GEOTECHNICAL REPORT APPENDIX F - SCADA CONTROL SYSTEM APPENDIX G -WATER POLLUTION CONTROL PROGRAM CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS HOAG ROAD DIVERSION PROJECT CONTRACT NO. C-8279-2 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. D -5399-S); (3) the City's Design Criteria Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements. The City's Design Criteria Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: hftp://www. newportbeachca.gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased from Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, 714-517- 0970. The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS H"11=1 J,&T_1.111191 l.1larAc•]`.6� Revise per the following definition: City — City of Newport Beach 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, Contractor shall possess a General Engineering Contractor "A" license. At the start of work and until completion of work, Contractor and all Subcontractors shall possess a valid Business License issued by the City. Page 1 of 27 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by Engineer shall control. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure, dewatering if required, earthwork, and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion manhole & junction structure, precast meter box and manholes components, PVC Schedule 80 pipe and fittings, furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, retaining curb; asphalt concrete trench resurfacing, electrical site improvements, SCADA Control System improvements, re -landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents. 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete this section and replace with the following: Contractor shall, prior to the beginning of work, inspect the project for existing survey monuments and then schedule a meeting with Engineer to walk the project to review the survey monuments. Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, Contractor shall restore the affected survey monuments at its sole expense per the bid item. Contractor's Licensed Surveyor shall file the required Record of Survey or Corner Records with the County of Orange upon monument restoration. Existing street centerline ties and property corner monuments are to be preserved. Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work. 2-9.2 Survey Service Delete this section and replace with the following: Contractor's California Licensed Land Surveyor shall utilize/follow the existing City survey records used for the project design to provide all construction survey services that are required to construct the improvements. The design surveyor for this project is Stantec Consulting Services and can be contacted Page 2 of 27 at (949) 923-6000. Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such as replacement shall be performed by Contractor at its expense. Stakes will be set and stationed for curbs, concrete pads/walks, storm drains, structures, and rough/precise grades. At a minimum, two (2) sets of cut -sheets for all areas shall be included in the bid price and copies of each set shall be provided to Engineer 48 -hours in advance of any work. A corresponding cut or fill to finished grade (or flowline) will be indicated the cut -sheets. In addition, the filing of a Corner Record and/or a Record of Survey with the County Surveyor's Office is required after the completion of Work. Prior to any demolition work, Contractor shall prepare and submit the Corner Records for review by the City a minimum of three (3) working days before the anticipated Work. Payment for all surveying work as specified herein shall be included in the Lump Sum Contract price bid for Surveying, Bid Item No. 2. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK Add the following: "3-2.5 Pay Item Schedule. For Bid Items identified by Engineer, Contractor shall submit a pay item schedule. The submittal shall consist of a breakdown of cost for the identified Big Items, including all labor, materials, equipment and incidentals. Overhead and profit shall be spread proportionately over each item. The pay item schedule shall not be unbalanced in any way. No work shall commence until the pay item schedule has been approved by Engineer. Upon approval, the pay item schedule shall serve as the basis for making progress payment in accordance with Section 9-3.2 of the Standard Specifications as amended herein." 3-3.2 Payment 3-3.2.3 Markup Delete this section and replace with the following: (a) Work by Contractor. The following percentages shall be added to Contractor's costs (prior to any markups) and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.2 shall be applied by the Page 3 of 27 Subcontractor to the actual costs (prior to any markups) and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the subcontracted actual cost (prior to any markups) may be added by Contractor. To the sum of the costs and markups provided for in this subsection, one (1) percent may be added for compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General Add the following: All material and articles furnished by Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by Engineer. Contractor shall furnish Engineer with full information as to the progress of the work in its various parts and shall give Engineer timely (48 -hours minimum) notice of Contractor's readiness for inspection. Submittals are required for all construction material. Engineer will select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which Contractor executed the work, such tests and inspections shall be paid for by Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General Add the following after the 3rd paragraph: Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until Contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, Contractor shall remove all USA utility markings. Removal by sand blasting is not allowed. Any Page 4 of 27 surface damaged by the removal effort shall be repaired to its pre -construction condition or better at Contractor's expense. 5-1.2 Payment Add following: "The cost for this work will be included in the Lump Sum price paid for Mobilization, Item Number 1, and no additional compensation will be allowed therefor." 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. 5-4 RELOCATION All City owned pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. During asphalt paving operation, manholes within paving area shall be temporarily lowered and covered. Upon completion of paving operation, manholes shall be permanently adjusted to finish grade. Contractor will be required to contact Southern California Edison, The SoCal Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. Contractor shall provide the necessary survey control for all utility companies to adjust boxes and vaults to the final grade. Contractor will be required to coordinate with these companies for inspection of the work. Payment for Relocation shall be included in the Lump Sum price paid for Mobilization, Item Number 1. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by Engineer. Contractor shall submit a baseline schedule to Engineer for approval a minimum of five working days prior to the pre -construction meeting. Contractor shall submit a Construction Schedule within ten working days from the Notice of Award. Page 5 of 27 Engineer will review the baseline schedule and may require Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by Engineer to reflect any delay or extension of time. In additional, Contractor shall prepare 2 -week look -ahead schedules on a bi-weekly basis with detailed daily activities. 6-7 TIME OF COMPLETION 6-7.1 General Contractor shall complete all work under the Contract within 60 consecutive working days after the date on the Notice to Proceed. Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant Contractor an extension of time. Normal working hours are limited to 7:30 a.m. to 4:30 p.m., Monday through Friday. Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should Contractor elect to work outside normal working hours, Contractor must first obtain special permission from Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. Engineer reserves the right to deny any or all such requests. Additionally, Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. 6-7.2 Working Days Designated City holidays are defined as: 1. January 1 st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) Page 6 of 27 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, Contractor shall submit a full-size set of "As -Built" plans to Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by Engineer. A set of approved plans and specifications shall be on the job site at all times. Contractor shall maintain as -built drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from Engineer shall be documented on the as -built plans. Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7-1 for completion of the work, Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $2,500. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. Add the following Subsection: 6-11 TEMPORARY CONSTRUCTION FENCE AND ACCESS Access to the project site shall be from the existing adjacent roadways and along the existing concrete walks. Any existing improvements damaged by Contractor outside of Page 7 of 27 the project limits shall be repaired per Section 7-9, Protection and Restoration of Existing Improvements. Prior to construction, Contractor shall provide a temporary construction fence around the entire project site. The construction fence shall include a privacy screen and at least one temporary access gate. The construction fence shall be installed on the edge of the existing concrete walks on Hoag Road and Hoag Drive at the HOAG Road Diversion. The temporary construction fence shall not block access to the existing walks. The fencing at the existing parking structure shall be coordinated with Engineer and Hoag Hospital. Payment for Temporary Construction Fence and Access shall be included in the Lump Sum price paid for Clearing and Grubbing, Item Number 4, and no additional compensation will be allowed therefor. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If Contractor elects to use City water, Contractor shall arrange for a meter and tender a $1,073.21 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages Add following: "In accordance with California Labor Code Section 1720.9, hauling and delivery of ready -mixed concrete for public works contracts are subject to prevailing wages." 7-5 PERMITS Add to this section: "The City is in the process of obtaining a Right of Entry Agreement from HOAG. A DRAFT copy of the Right of Entry Agreement is included as Appendix G to the Contract documents. The Contractor shall comply with the requirements of the Agreement." Page 8 of 27 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shutdowns of water, sewer and storm drain facilities as required. Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be coordinated with Engineer. Contractor's shall notify the affected businesses and residents of the upcoming water shutdown with a form provided by Engineer at least 48 hours in advance of the water shut down. 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by Engineer in advance. It is Contractor's responsibility to obtain an area for the storage of equipment and materials. Contractor shall obtain Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, Contractor shall take photos of the laydown area. Contractor shall restore the laydown area to its pre - construction condition. Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.5 Sanitary Sewers 7-8.5.2 Sewage Bypass and Pumping Plan Contractor shall bypass all sewage flows during sewer related construction operations as required. Contractor shall at all times be responsible for the operation of the bypass system, including furnishing the necessary equipment and making arrangements to obtain power as required. If pumping is required, Contractor shall provide redundant pumping capabilities to remain on site if the primary system fails. Primary bypass system and backup bypass systems shall be designed to handle 120% of the peak flow as specified by the OCSD at the Old Newport Boulevard Diversion. The effluent level in the bypass pumping manhole if required shall not be allowed to rise more than 1 foot above the crown of the incoming sewer pipe. Plans for bypassing, if required, shall be submitted by Contractor to Engineer for approval prior to related construction activity, allowing at least 10 working days for review and return of comments. Plans shall include provisions for containing and cleaning -up any spill. Approval by Engineer does not in any way relieve Contractor of its responsibilities provided for in this section of any liability for sewage spills and costs for spill cleanup under this Contract. If bypassing is required, Contractor can Page 9 of 27 commence related construction after the temporary by-pass system is in place, inspected, and approved by City and OCSD personnel. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) Contractor shall submit a Best Management Practice (BMP) plan to Engineer of methods for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. Contractor shall obtain Engineers approval of BMPs prior to initiating any work. City will monitor the adjacent storm drains and streets for compliance. Failure of Contractor to follow BMP will result in immediate cleanup by City and back -charging Contractor for all costs plus 15 percent. Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) Add to this section: A Storm Water Pollution Prevention Plan (SWPPP) is not required for this project. 7-8.6.4 Dewatering Add to this section: If dewatering is required, then the Contractor shall refer to dewatering requirements in Appendix A. 7-8.6.5 Payment Add to this section: Payment for all Water Pollution Control work as specified herein shall be included in the Lump Sum Contract price bid for Mobilization, Bid Item Number 1. Payment for Dewatering, if required, shall be included in the various items of work for which it is a part, and no additional compensation will be allowed therefor. 7-10 SAFETY Add the following section: Page 10 of 27 7-10.1 Traffic and Access Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with existing pavement surface. Pedestrian access to parking structures, offices, etc., within the limits of work must be maintained at all times. Contractor shall cooperate with Engineer to provide advance notice to all establishments whose access will be impacted by construction operations, particularly sidewalk construction. Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, up to four (4) changeable message boards (CMBs), and any other measures deemed necessary by Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Messages for the CMBs shall be updated by Contractor as directed by Engineer. Two lanes of traffic must remain open during construction. If one must lane must be closed for a limited time to allow for construction activities, Contractor shall first obtain permission from Engineer to close the lane. As allowed by Engineer, Contractor shall provide two flagmen during the lane closure. With Engineer permission, Contractor may close the exit to the parking lot for limited periods. Contractor shall install and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which shall be posted at least forty-eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by Contractor. In addition, it shall be Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. City "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. Contractor shall print the hours and dates of parking restriction on the "NO PARKING - TOW AWAY" sign in 2 -inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by Engineer prior to posting. After posting temporary "NO -PARKING -TOW AWAY" signs, Contractor shall cover street sweeping signs and parking meters, on those streets adjacent to the construction with a "PERMIT PARKING ONLY" sign, in a manner approved by Engineer. Contractor shall also cover all street sweeping signs on the opposite side of the street from where he has posted the "PERMIT PARKING ONLY" signs, in a manner approved by Engineer. Immediately after construction is complete and the alley is opened to traffic, Contractor shall remove all signs and uncover the street sweeping signs. City "PERMIT PARKING ONLY" signs are available from Engineer. Page 11 of 27 Ten (10) working days prior to starting work, Contractor shall distribute construction notices to all offices within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notices. Forty-eight (48) hours prior to the start of construction, Contractor shall distribute to all offices in the area as directed by Engineer a second written notice prepared by the City clearly indicating specific dates in the space provided on the notices when construction operations will start for each block or street. An interruption of work at any location in excess of 14 calendar days shall require re -notification. Contractor shall insert the applicable dates and times at the time the notices are distributed. Written notices will be prepared by the City, but shall be completed and distributed by Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. Add the following section: 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials and equipment may only be stored in City right-of-way or property if approved by Engineer. It is Contractor's responsibility to obtain an area for the storage of equipment and materials. Contractor shall obtain Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, Contractor shall take photos of the laydown area. Contractor shall restore the laydown area to its pre -construction condition. Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-10.3 Haul Routes Add the following: "Contractor shall use the City's Haul Route Master Plan or as approved by Engineer." Add the following subsection: 7-10.3.1 Street Closures, Detours and Barricades Contractor shall submit to Engineer, at least five working days prior to the pre -construction meeting, a traffic control plan showing typical closures and detour plan(s). Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the City's Traffic Engineer. Contractor shall adhere to the conditions of the traffic control plan. Typical street closures shall conform to the provisions of the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic control and detours shall incorporate the following items: 1. Emergency vehicle access shall be maintained at all times. Page 12 of 27 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. Contractor shall accommodate the City's trash collection. If Contractor elects to work on a street or alley during its trash collection day, it shall be Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent, at (949) 718-3466 and all affected property owners. 5. At a minimum, Contractor shall maintain one lane of traffic in each direction at all times when completing the work. 6. Contractor will be allowed to close one street at a time to complete the work. Work in other alleys and streets can take place if not immediately adjacent to the first area of work and does not cause any other impacts to residents, such as loss of street parking. Contractor shall make special accommodations to provide access for residents with disabilities in the closed alleys and streets. 7. Sidewalk closures in non-residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure and SIDEWALK CLOSED USE OTHER SIDE signs on barricades at the closest crosswalk or controlled intersection. 8. Sidewalk closures in residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure. 7-10.4 Safety 7-10.4.1 Work Site Safety Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of Engineer or the City's representative to conduct construction review or observation of Contractor's performance shall not include review or observation of the adequacy of Contractor's safety measures in, on, or near the construction site. Page 13 of 27 SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, installing, and doing all the work, including restoring all existing improvements damaged by the work, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Mobilization: Work under this item shall include, but not be limited to, all labor, tools, equipment and incidentals for providing bonds, insurance and financing, preparing and implementing the Best Management Plan and other erosion control measures, preparing and updating construction schedules as requested by Engineer, attending construction progress meetings as needed, potholing and exposing utilities in advance of work, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Surveying Services: Work under this item shall be performed by a Land Surveyor Licensed in the State of California as specified in Section 2-9.2 of these specifications, and shall include, but not be limited to, furnishing all labor, materials, tools, equipment and incidentals for surveying, establishing horizontal and vertical controls, providing construction staking, establishing centerline ties, adjusting survey monuments, filing pre- and post -construction corner records with the county, reestablishing property corners disturbed by the work, preparing record of survey, protecting and restoring existing monuments and other survey items as required to complete the work in place. Item No. 3 Traffic Control: Work under this item shall include, but not be limited to furnishing all labor, materials, tools, equipment and incidentals for procuring and delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, and providing the traffic control required by the project in accordance with the Traffic Control Plan including, but not limited to, signs, cones, barricades, flashing electrical arrow boards, K -rails, temporary striping, and flag persons. This item includes providing changeable message boards (CMBs) and updating messages on the CMBs as requested by Engineer. This item shall also include furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements, temporary steel plates and requirements of Section 7-10.1, Traffic and Access. Page 14 of 27 Item No. 4 Clearing & Grubbing: Work under this item shall include, but not be limited to furnishing all labor, materials, tools, equipment and incidentals; paying disposal costs; and providing submittals, procuring, approving, delivering, and storage for removing, hauling and disposing of all natural materials including fours (4) trees, and all logs, stumps, brush, grass, weeds, and other objectionable materials, as required within the construction impact limits to complete the work in place. Trees shall be stumped -ground 36 inches below ground surface. This item shall also include temporary construction fence and access as specified in Section 6 of these specifications. Item No. 5 Concrete and Asphalt Removal: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment, disposal costs, and incidentals; paying disposal costs; and providing submittals, procuring, approving, delivering, and storage for demolishing, hauling and disposing of all asphalt concrete pavement, concrete pavement, curb and gutter and 45 -inch diameter RCP segment, as required within the construction impact limits to complete the work in place. Item No. 6 Diversion Manhole Junction Structure: Work under this item shall include, but not be limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing conflicting existing improvements, temporary and permanent support and protection of existing utilities, disposing of excess material, excavating, dewatering if required, shoring, temporary patching or plating, controlling ground and surface water, compacting and preparing subgrade, placing base material, furnishing and installing cast -in-place diversion manhole junction structure base, 56"x48" diversion wetwell per APWA Standard 320-2 modified with sump per Detail 1 on Sheet C7 modified w/ sump area per Detail 5 on Sheet C7, precast shafting, with eccentric cone 48" diameter to 36" by Jensen precast or approved equal, polypropylene steps Per APWA Standard Plan 636-2, and 36" diameter composite manhole cover per Sheet C7 -Detail 2 and Appendix A, polypropylene steps Per APWA Standard Plan 636-2, and 36" diameter composite manhole cover per Detail 2 on Sheet C7, grade rings, manhole frames and covers, 56"X48" non-metal grate with steel support frame with removable access panel, frame, and 1/4" perforated sheet metal cover by Grating Pacific or approved equal Per Detail 6 on Sheet C7, pipe penetrations, link -seals, backfilling, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 7 Pull Box: Work under this item shall include, but not be limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing conflicting existing improvements, temporary and permanent support and protection of existing utilities, disposing of excess material, excavating, dewatering if required, shoring temporary patching or plating, controlling ground and surface water, grading and compacting subgrade, furnishing and installing precast 24"x36" Pull Box open bottom with traffic -rated cover (67 Series) per plan by Eisel Enterprises or approved equal (see Detail 4 on Sheet C7), 3/4" rock base, backfilling, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 8 1 -inch PVC Schedule 80 Pipe: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing Page 15 of 27 submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, excavating, dewatering if required, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 1 -inch PVC Schedule 80 Pipe storm drain diversion including fittings and couplings, placing bedding and backfill material per C.N.B. Standard Plan 106-L, connecting to existing storm drain facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 9 2 -inch PVC Schedule 80 Pipe: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, excavating, dewatering if required, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 2 -inch PVC Schedule 80 Pipe storm drain diversion including fittings, sweeps, and couplings, placing bedding and backfill material per C.N.B. Standard Plan 106-L, connecting to existing storm drain facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 10 4 -inch PVC Schedule 80 Pipe: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, excavating, dewatering if required, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 4 -inch PVC Schedule 80 Pipe storm drain diversion including fittings, sweeps and couplings, placing bedding and backfill material per C.N.B. Standard Plan 106-L, connecting to existing storm drain facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 11 1/3 -HP Utility Pump, Control Switches and Control Panel: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a KP250 Utility Pump by Grundfos or approved equal, control switches, Type Pumpmaster and Signalmaster by SJE Rhombus or approved equal, and Model 112 Control Panel (Part # 1019119K) by SJE Rhombus or approved equal, in accordance with manufacturer requirements and the construction documents; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 12 1 -inch Cone Check Valve: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a 1.0 -inch Cone Check Valve per GF Type 561/562 (Part # 161 561 105) or approved equal including piping, Page 16 of 27 fittings, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 13 1 -inch Mag Meter: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a 1 -inch NPTF mag meter, (Part # WMP101-100-32-GPM) with pulse output by Seametrics or approved equal as required by manufacturer requirements and the construction documents, including piping, unions, other fittings, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 14 Test Meter, Cleanout Assembly and Appurtenances: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing appurtenances including 1" Tee, 1" PVC Schedule 80 PVC pipe, end cap, 1" PVC compact ball valve, and 2"x1" reducer, as required for meter calibration purposes as shown on Drawings, per contract documents, and per the manufacturer recommendations, furnishing and installing 3 -inch PVC Schedule 80 cleanout assembly including fittings and couplings per Detail 1 on Sheet C7, connecting to proposed storm drain diversion facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 15 Core Drilled Stub for Modified Drop Manhole Connection (HOAG Diversion): Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storage for removing conflicting existing improvements, installing temporary and permanent support and protection of existing utilities, disposing of excess material, excavating, providing shoring and temporary patching or plating, controlling ground and surface water, grading and compacting subgrade, core drilling the existing sewer manhole, concrete patching, repairing PVC lining, and connecting to existing City sewer facilities, backfilling, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 16 Modified Manhole Drop Connection: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; implementing confined space safety measures; implanting bypass system including backup power; implementing and providing submittals, procuring, approving, delivering, storing, and installing a modified drop connection at the existing City Sewer Manhole as shown on the Drawings, including 4 -inch drop bowl, Type A Hood, 316 stainless steel pipe supports and hardware by Reliner/Duran Inc. or approved equal, 4 -inch PVC Schedule 80 drop pipe and bottom sweep, and PVC lining repairs, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 17 PCC Sidewalk: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for preparing and compacting subgrade; hauling, placing, and compacting base material; constructing the PCC sidewalk per Page 17 of 27 C.N.B. Standard Plan 180-L; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 18 Retaining Curb Type A1-8: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for preparing and compacting subgrade; hauling, placing, and compacting base material; constructing retaining curb Type A1-8 APWA Standard Plan 120-2; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 19 Curb and Gutter Type A2-8: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage, preparing and compacting subgrade; constructing the barrier curb and gutter per APWA Standard Plan 120-2, A2- 8; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 20 AC Pavement Trench Resurfacing: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage, preparing and compacting subgrade; constructing asphalt concrete trench repair per C.N.B. Standard Plan 105 -L -B and Greenbook Section 306-13, and all other work items as required to complete the work in place. Item No. 21 Electrical Cabinet, Concrete Pedestal, and Equipment Anchorage: Work under this item shall include, but not limited to, furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing Myers Cabinet (Model No. MEUGIUX-ENC) or approved equal, including appurtenant concrete pedestal similar to City Std -206-L, concrete anchorage, and cabinet mounting per manufacturers recommendations and the construction documents including Appendices C and F; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 22 SCADA Control System: _Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a SCADA Control System by XiO Inc. or approved equal (Appendix F), including Field Installable Unit (FIU) hardware, uninterruptible power supply (UPS) battery, cellular modem, low profile antenna, appurtenant pressure transducer, current transducer, inputs for all monitored and controlled components, pump control display screens, historical data trending screen, templates for customized automatic reports, communication and networking equipment for installation in the field, customized alarm notification via SMS text message and emails, and a permanent Cloud based SCADA management system, per Appendix F and all construction documents. This bid item shall include providing all training documentation, providing support for final commissioning of the complete Cloud based SCADA management system, maintaining a Cloud based SCADA server with security and performance updates (with cloud service fees to be paid by City); testing and calibratina the system: and all other work items as reauired to complete the work in place. Page 18 of 27 Item No. 23 Electrical Site Improvements: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing and installing for trenching, electrical conduits, other conduits, high voltage and low voltage conductors, cables, raceways, raceway supports, circuit breakers, pull boxes, disconnects, outlets, panelboards, all electrical components not defined in other tasks; and performing startup, and testing of electrical system as shown on the Electrical Drawings and per the contract documents; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 24 24 -Inch Box Trees: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing two (2) 24" Box Trees (Standard Melaleuca Quinquenervia) including excavating, planting, root barrier, backfilling, staking, providing clean-up, all other work items as required to complete the work in place, and providing guarantees as noted in section 801-6 for the Guarantee for Landscape Planting. The tree submittal shall include a scaled photograph for the tree shown on the drawings. Item No. 25 Planting and Irrigation: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals for excavating and backfilling of planting and area, installing temporary modifications, maintaining irrigation system within the construction impact limits, protecting and maintaining service to adjacent landscaping areas, installing irrigation improvements, placing and planting of replacement plant materials, , providing clean-up operations within the construction limits and all other work items as required to complete the work in place, and providing guarantees as noted in section 801-6 for the Guarantee for Landscape Planting. All plant submittals shall include a scaled photograph of each representative replacement plant. Item No. 26 Maintenance and Plant Establishment: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storage for watering, mowing, fertilizing, plant replacement, supervision, and all other work items required to establish and maintain the landscaping and irrigation for 90 calendars days. Item No. 27 As -Built Drawings: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; for preparing as -built drawings. These drawings must be kept up to date and submitted to Engineer for review prior to request for payment. An amount of $1,500 is determined for this bid item. The intent of this pre-set amount is to emphasize to Contractor the importance of as -built drawings. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Page 19 of 27 Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans. 201-7 NON -MASONRY GROUT 201-7.2 Quick Setting Grout Add to this section: Contractor shall grout the area between an existing reinforced concrete structure and the new storm drain pipe with a quick setting grout. SECTION 209 — PRESSURE PIPE 209-4 PVC PRESSURE PIPE 209-4.1 General Add the following: PVC pressure pipe less than 4" diameter shall follow specifications in Section 800-2 unless otherwise specified. 209-4.2 Materials Add the following section: Page 20 of 27 PVC pressure pipe and fittings less than 4" diameter shall be PVC Schedule 80 with solvent weld socket or threaded fittings per Section 800-2.1.3 unless otherwise specified. 209-7 PIPELINE IDENTIFICATION. 209-7.2 Requirements Add the following section: Storm Drain Diversion pipe shall be identified with green warning and locating tape indicating the discharge is appurtenant to the local sewer system. SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-1 GENERAL Add the following description to section: "Valves, pumps, control switches, control panels, flow meters, meter boxes and appurtenances shall be as shown on Drawings, specified elsewhere in these special provisions, or included in Appendix C — Product Data." 212-5 VALVES 212-5.5 Check Valves Add the following description to section: Check valves less than 4" diameter shall be Cone Check Valve Type 561/562 (Part # 161 561 105) as shown on Drawings as manufactured by GF Piping Systems or approved equal, included in Appendix C — Product Data, conforming to the governing code requirements and Manufacturer specifications. 212-10 SERVICE LATERALS, METERS, AND METER BOXES 212-10.4 Meters Add the following description to section: Flow meter shall be 1" NPTF Mag Meter (Part # WMP101-100-32-GPM) as shown on Drawings as manufactured by Seametrics or approved equal, included in Appendix C — Product Data, with corresponding 1" diameter straight pipe segments upstream and downstream conforming to the governing code requirements and Manufacturer specifications. 212-10.6 Meters Boxes Page 21 of 27 212-10.6.1 General Add the following description to section: In addition to the requirements of Section 212-10, meter box shall include precast concrete handhole control boxes as shown on the Drawings as manufactured by Eisel Enterprises or approved equal, included in Appendix C — Product Data, and meeting the materials and testing requirements of the Supplemental Technical Specifications, Section 03462, Precast Concrete Vaults. SECTION 216 — PRECAST REINFORCED CONCRETE BOX 4 ['1S"4 ►121:7_11 Add to this section: In addition to the requirements of Section 216, precast concrete structures shall include precast concrete manholes and access shafts as shown on Drawings as manufactured by Jensen Precast or approved equal, included in Appendix C — Product Data, and meeting the materials and testing requirements of the Supplemental Technical Specifications, Section 03461, Precast Concrete Manholes and Bases (Appendix A). PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.1 General Add to this Section: "In addition to the work outlined in Section 300-1, "Clearing and Grubbing," of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item: a) Removal and disposal of all vegetation, trash and other objectionable material from the affected portion of the project site. b) Maintain dust control at all times by watering, including developing a water supply, and furnishing and placing all water required for work done in Contract, including water used for extra work. c) Protection and maintenance of existing improvements, including utilities, trees, plants, irrigation, including temporary capping of facilities as required during construction, fences, walls and other facilities within the construction zone, except those specifically shown on Drawings or directed by Engineer to be removed or relocated. Page 22 of 27 d) Maintenance of the site in a neat and orderly condition throughout the construction period and clearing and removal of debris from site of work. e) Removal of all USA mark -outs. f) Trimming of trees for Contractor's convenience shall be at Contractor's expense and shall be subject to prior approval of Engineer. g) Unless noted otherwise on the plans, items to be salvaged shall be removed in a manner as to not damage them. Upon removal, Engineer will review condition of salvaged material and direct to Contractor to either deliver the salvaged material City's Utilities Yard at 949 West 16th Street, another location with the City, or to dispose of off-site. Contractor shall make arrangements for the delivery of salvaged materials the City Utilities Yard by contacting the City of Newport Beach Utilities Division at (949) 644-3011. h) In the event that a cultural or paleontological resource is exposed during ground disturbing activities, construction activities (e.g. grading, grubbing, or vegetation clearing) should be halted immediately near the discovery and Contractor shall information Engineer. i) Per State of California Health and Safety Code Section 7050.5, if human remains are discovered during ground disturbances, all construction activities shall be halted immediately near the discovery and Contractor shall inform Engineer. Construction activities may not resume until the Coroner has made a determination of origin and disposition pursuant to PRC Section 5097.98." 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. All materials removed shall be legally disposed of by Contractor at locations outside the project site unless otherwise shown on Drawings or specified in the Special Provisions. All removal bid items shall include the cost of disposal and no additional compensation shall be allowed therefor. 300-1.3.1 General Contractor shall maintain the job site in a clean and safe condition. Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3 -feet to facilitate maximum compaction. Contractor shall meet with Engineer to mark out the areas of roadway removal and replacement. Page 23 of 27 Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. Contractor shall report said tonnage monthly to Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to Engineer prior to release of final retention. Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. Reinforcing or other steel may be encountered in portions of concrete to be removed. No additional compensation will be allowed for the removal of concrete containing reinforcing or other steel. Backfill shall be placed and compacted to fill any voids created by removals. Backfill shall be placed and compacted in accordance with Section 300-4 "Unclassified Fill" of the Standard Specifications. This work shall be included in the individual removal item and no additional payment will be allowed therefor. 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of two (2) inches. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. Engineer must approve final removal accomplished by other means. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1 Requirements 303-5.1.1 General Sidewalks shall be opened to pedestrian access on the day following concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill or patchback shall be placed within 72 hours following concrete placement. Section 306 — OPEN TRENCH CONDUIT CONSTRUCTION 306-1 GENERAL Page 24 of 27 Add to this section: 306-1.2 Installation of Pipe As a part of this project, Contractor will be responsible for installation of the temporary storm water by-pass sewer system as required during construction. A sewer by-pass system is not required unless otherwise indicated by sewer system owner, City. Contractor can commence installation of new diversion lateral(s) once the temporary by- pass system is in place. Contractor shall have the by-pass line inspected by City personnel prior to commencing the project. If at any time, the temporary by-pass sewer system is damaged, it will be Contractor's responsibility to repair and replace any damaged or destroyed section to the satisfaction of the City. Contractor shall adhere to the following special provisions when installing temporary storm water by-pass systems: 1. Storm drain system service shall be maintained to all customers at all times except as necessary to install the temporary by-pass system. Contractor's method of providing such continuous service shall be submitted for approval by Engineer prior to construction. 2. Contractor shall make arrangements with the City's Utilities Division for certification of the by-pass systems. 3. Upon acceptance by the City of new diversion improvements and connections to existing storm drains and sewer mains, Contractor will disconnect the temporary storm water by-pass system. 306-10 Precast Reinforced Concrete Box (PRCB) 306-10.1 General Add to this section: In addition to the requirements of Section 306-10, precast reinforced concrete box shall include precast manholes meeting the installation requirements of the Supplemental Technical Specification, Section 03461, Precast Concrete Manholes and Bases. PART 8 - LANDSCAPING AND IRRIGATION SECTION 801 - INSTALLATION 801-1 GENERAL Contractor shall photo document and identify the existing plant species and existing irrigation layout prior to beginning construction. Prior to beginning re -landscaping and Page 25 of 27 replacing irrigation in kind, Contractor shall submit a plan for review and approval by Engineer showing all materials and final layout for the replanting and reconstruction of the irrigation system within the construction impact limits as part of the completed Work. Contractor shall provide a licensed Pest Control Advisor (PCA) prior to applying herbicide. The PCA will be responsible for preparing and approving a Pest Control Recommendation and providing Safety Data Sheets (SDS). These items shall be included with the herbicide submittal. Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. Contractor shall arrange to meet with the City Arborist a minimum of five workdays prior to beginning the work to discuss City standards and requirements. Contractor shall describe the method of pruning and removing minor tree roots that may be encountered during construction. The City Arborist will decide at that time if a formal submittal is required for review by City. If required, Contractor shall submit recommendations by its arborist to Engineer for review for safely pruning and removing tree roots. No roots shall be pruned or removed unless this submittal is returned to the Contract as satisfactory. Contractor shall be responsible for ensuring that no tree roots are pruned or cut that could compromise the stability of the tree. If Contractor encounters large tree roots, he/she shall cease work at that location and immediately contact the CityArborist for inspection. Upon inspection, the CityArborist may require the Contractor to formally submit a plan for removing the large roots to the Engineer for review. If required, the submittal shall adhere to the following guidelines. 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City Arborist. b. Roots shall be cleanly severed using a root -pruning machine, ax or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs, and shall be made as far away from the tree base as possible. 3. Selective Root Pruning Page 26 of 27 a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 2 feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. c. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre - approved by the City Arborist. e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. Page 27 of 27 APPENDIX A - SUPPLEMENTAL TECHNICAL SPECIFICATIONS 02140 Dewatering 02150 Shoring of Excavations 03461 Precast Concrete Manholes & Bases 03462 Precast Concrete Vaults 09900 Painting and Coating SECTION 02140 DEWATERING PART 1- GENERAL 1.1 THE REQUIREMENT A. General: The Work of this Specification section includes all dewatering activities required for construction of the Work. Such dewatering shall include, but not be limited to, all pumping, ditching, draining, dewatering, desilting, testing, discharge, and other required measures for the removal or exclusion of water from the excavation, and all other incidental dewatering work, all in accordance with the requirements of the Contract Documents. Pits and fills used for the erection of the CONTRACTOR'S dewatering facilities shall be filled or removed upon the completion of the Work and leveled to meet the existing contours of the adjacent ground. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections and divisions apply to the Work of this section. Other sections and divisions of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. 1. Greenbook Section 300, Earthwork 2. Greenbook Section 303, Concrete and Masonry Construction 3. Greenbook Section 306, Open Trench Conduit Construction 4. Section 2150, Shoring of Excavations 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. All Work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these Specifications. B. Comply with the applicable editions of the following codes, regulations and standards. 1. Codes and Regulations 29 CFR 1910 Code of Federal Regulations, Title 29, Part 1910, U.S. Occupational Safety and Health Standards (OSHA) 29 CFR 1926 Code of Federal Regulations, Title 29, Part 1926, U.S. Safety and Health Regulations for Construction (OSHA) CERCLA Comprehensive Environmental Response, Compensation and Liability Act SARA Superfund Amendments and Reauthorization Act CCR California Code of Regulations, Title 8, Industrial Relations (Cal/OSHA) CLC California Labor Code CA Test 217 California Department of Transportation, California Test 217, Method of Test for Sand Equivalent SCAQMD South Coast Air Quality Management District 2. Industry Standards: SSPWC "Green Book", Standard Specifications for Public Works Construction DEWATERING 02140-1 C. Comply with the applicable reference Specifications as directed in the General Requirements and Additional General Requirements. D. All earthwork within Caltrans right-of-way shall conform to the requirements of Section 19 of California Department of Transportation Standard Specifications, Caltrans permit requirements and requirements stated herein. Where the requirements are in conflict, the permit requirements shall govern the Work within Caltrans right-of-way. 1.4 CONTRACTOR SUBMITTALS A. Dewatering Plan: The CONTRACTOR shall submit for the ENGINEER'S review, drawings and data showing their proposed design and plan for dewatering (Dewatering Plan) of all Work areas, which shall include the planned method of dewatering, excavation and shoring, the location and capacity of such facilities as dewatering wells, well points, pumps, sumps, collection and discharge lines, points of discharge with flowmeters, the standby units proposed, protective fills and ditches required for control of groundwater and surface water, measures for sealing desilting tanks for odor control, if applicable, and a contingency plan in the event that it becomes necessary to reduce or cease dewatering flows into City's or OCSD's sanitary sewer system. The Dewatering Plan shall be submitted to the ENGINEER 15 days prior to the start of any dewatering system installation Work. The CONTRACTOR shall furnish other information to the ENGINEER as may be required for the complete understanding and analysis of the Dewatering Plan and Excavation Plan, and as called for to meet all specifications requirements. Settlement monitoring data shall be submitted to the ENGINEER as required in the dewatering section of these Specifications. B. Excavation Plan: For purposes of local agency and public information, the CONTRACTOR shall submit an Excavation Plan showing all Project excavation areas, haul routes, and disposal sites, along with Work start and finish dates for those areas and routes. The Excavation Plan shall also contain haul truck traffic flow rates for all routes. Upon request by the ENGINEER, the CONTRACTOR shall submit the Excavation Plan to agencies having jurisdiction over the haul routes. C. Abandonment of Ground Penetrations, all Types: The CONTRACTOR shall submit detailed procedures for abandonment of all types of ground penetrations, including but not limited to groundwater monitoring wells and dewatering wells. The submittal shall include a list of all penetrations to be abandoned, abandonment schedule, fill materials, and proposed procedures. Refer to the requirements listed elsewhere in these Specifications for further details. 1.5 DEWATERING (IF REQUIRED) A. General: The CONTRACTOR shall provide and maintain, at all times during construction, ample means and devices with which to promptly remove and properly dispose of all water from any source, including but not limited to water migrating through the bedding of existing trunk sewers or any other existing utilities, groundwater and surface water runoff entering the excavations or other parts of the Work. Costs for dewatering shall be the CONTRACTOR's responsibility. Dewatering shall be accomplished by methods and to the extent required to ensure a dry excavation, prevent loss of fines from the foundation, maintain stability of all excavated slopes and bottoms of excavations, preserve the final lines and grades of the bottoms of excavations and adjacent paved surfaces or structures, and permit placement of fill materials with compaction in the dry. If foundation soils are disturbed or loosened by the upward seepage of water or an uncontrolled flow of water, the affected areas shall be excavated and replaced with crushed rock at no cost to the City or OCSD. The proposed method shall be submitted to the ENGINEER for review and acceptance prior to excavation and installation of dewatering equipment. DEWATERING 02140-2 B. OCSD Sanitary Sewer Discharge Requirements: The CONTRACTOR is allowed to discharge water from dewatering operations into the OCSD sewer system subject to the requirements of the Authorization to Discharge, in accordance with the permits section of these specifications. Direct or indirect discharge (e.g. a non-OCSD operated sewer that ties into the OCSD system) of water from dewatering operations into OCSD sanitary sewer system first requires a CONTRACTOR application for a no -fee Authorization to Discharge issued by OCSD prior to any discharge. The CONTRACTOR shall obtain and complete required Application for Authorization to Discharge documents from the ENGINEER to secure an Authorization to Discharge Letter from OCSD's SOURCE CONTROL staff. The CONTRACTOR shall allocate a minimum of 10 working days for the OCSD review process. 1. Groundwater Quality Analysis: Groundwater sampling during the design phase revealed the following results: Soil Boring VOC Readings, (mg/1) (1) Boring Location Range of Readings B-1 0.8 to 1.1 B-2 0.6 to 1.5 B-3 0.8 to 1.8 B-4 0.1 to 0.6 B-5 0.1 to 0.6 B-7 0.0 to 0.2 B-8 1.6 to 1.8 (1) Geotechnical Report, District 6 Trunk Sewer Relief Project, Newport Beach, CA, February 2014. For map of soil borings, refer to Appendix E 2. Pumping the groundwater may increase oxidation reactions in the groundwater and cause precipitation of dissolved chemicals and growth of micro-organisms and bacteria on pumps and dewatering equipment resulting in increased service and maintenance. 3. Discontinuation of Dewatering discharge into City's or OCSD's Sewer System: The CONTRACTOR is responsible for development and implementation of a contingency plan in the event that it becomes necessary to reduce or cease dewatering flows into City's or OCSD's sanitary sewer system for reasons other than a storm event. 4. For discontinuation of dewatering due to a storm event, refer to the Item No. 5 below, "Discharge During Storm Event". The contingency plan shall be submitted to the ENGINEER prior to start of dewatering system installation. DEWATERING 02140-3 5. Discharge During Storm Event: Water shall not be discharged into City or OCSD sanitary sewer during a significant wet -weather storm event without the direct authorization by the ENGINEER. The disposal system shall be equipped with an instant shut off mechanism to protect the OCSD facilities in a high-flow situation. All costs associated with temporary shut-off of the dewatering system, including protection of the CONTRACTOR's Work, shall be the responsibility of the CONTRACTOR. The ENGINEER will attempt to notify the CONTRACTOR when such a situation is predicted. The CONTRACTOR will be notified by the ENGINEER when such a situation is at hand. Failure of City or OCSD to provide notification in advance of a high-flow situation shall not relieve the CONTRACTOR of its responsibility to stop discharging all dewatering flows once the high-flow situation is present, and its responsibility to absorb all costs associated with the temporary shut-off of dewatering. 6. Storm Drain Discharge Requirements: Discharge of water from dewatering operations into the storm drain shall not be allowed. 7. Flow Metering and Sampling Access: For all dewatering operations, each disposal point shall have a calibrated, non-resettable totalizing effluent flow meter with a flow accuracy of plus or minus 5 percent to track the dewatering discharges. The CONTRACTOR shall submit weekly reports showing total amount of discharge at each point with meter readings and other data necessary to support the quantity reported. Also, an accessible sample collection point shall be provided immediately upstream of all points of discharge. The CONTRACTOR shall provide City or OCSD's SOURCE CONTROL staff and ENGINEER unrestricted access to the facility and site to inspect, monitor, or verify compliance with City's or OCSD's Permit and Ordinance requirements. CONTRACTOR shall make provisions to allow entry to the site for the purposes outlined herein at all times. C. Flow Rates: 1. For this Project, the baseline sustained dewatering flowrate shall be 500 gallons per minute (gpm) as a combined total of all dewatering occurring at one time. If the sustained dewatering flowrate is 500 gpm or less, the cost of dewatering shall be included the pipeline and manhole Bid items and no additional payment by City will be granted for dewatering costs. If the sustained dewatering flowrate is greater than 500 gpm this will be considered a changed condition and the portion of the cost of sustained dewatering for the flowrate greater than the baseline sustained dewatering flow rate will be paid for at a negotiated price as a Change Order. Nuisance water is not considered dewatering and does not count as part of the dewatering flowrate. The "sustained dewatering flowrate" is the dewatering flowrate measured after the initial dewatering period is completed. The initial dewatering period is four days (96 hours). During the initial dewatering period, the dewatering flowrate may be greater than 500 gpm. All dewatering pumps and equipment shall be operating continuously during the initial dewatering period in order to be considered an initial dewatering period. To determine if the sustained dewatering flowrate is greater than 500 gpm, the total flowrate being discharged to the sewer system shall be measured and the nuisance water flowrate shall be subtracted from the total flowrate. 2. A copy of the geotechnical exploration boring logs completed during the design phase of the nearby District 6 Trunk Sewer Relief Project is provided in Appendix E, Reference Geotechnical Report by FUGRO Boring Logs. The boring logs indicate the groundwater levels at the time of the boring. These levels may vary based on season and other factors. Based on this information and the results of potholing activities at the Project site which did not encounter groundwater, dewatering for the HOAG Road Diversion is not anticipated. The full geotechnical report is available upon request DEWATERING 02140-4 from the City and will be provided for reference only. 3. Desilting: All dewatering operations require the use of a desilting tank(s) with a stainless steel sampling port and a drip container so that the ENGINEER may collect periodic dewatering samples. Additionally, the desilting tanks shall be covered with sturdy and air -tight covers so no odors can escape, and no illegal dumping is possible. The air -tight covers shall be maintained throughout the dewatering period, and only removed when necessary for silt removal or other maintenance activities. The desilting tank(s) shall be located in a safe and easily accessible location. The system used for desilting the water shall be a baffled structure and shall provide not less than 5 minutes detention time and have a "flow- through" velocity not exceeding 0.2 foot per second at the anticipated peak flow. The desilting box shall be cleaned as required to maintain the detention time and flow-through limitations specified above. The intent is to avoid any addition of soil materials from dewatering operations into the receiving sewer systems. 4. Nuisance water in the drainage channel is not allowed to stay in the drainage channel due to concerns of a possible sewage spill during bypass pumping operations. This nuisance water must be desilted before discharging into the sewer system. D. The method of desilting and point of disposal of water shall be approved by the ENGINEER. E. Groundwater Level Control: No concrete or masonry footings, foundations, manhole bases, or floors shall be constructed in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least 24 hours. Water shall not be allowed to rise unequally against walls until concrete has attained its 28 -day strength. Water shall not be allowed to rise above pipe subgrade during pipe laying operations. F. Settlement Monitoring: The CONTRACTOR shall conduct survey settlement monitoring when existing surface features (structures, curb, gutter, pavement, etc.) are located in the area of influence of the dewatering operations, creating a potential for settlement. The monitoring shall consist of elevation surveys of multiple points prior to start of dewatering, at reasonable time intervals during the dewatering operation, and at completion of dewatering. The CONTRACTOR shall provide a Land Surveyor registered in the State of California at the CONTRACTOR's expense. The CONTRACTOR shall submit copies of all settlement monitoring survey sheets, along with a comprehensive summary spreadsheet showing all survey points, including baseline shots, with all dates, to the ENGINEER. These submittals to the ENGINEER will take place as the monitoring happens, and not wait until the end of the Project. Any damage to new Work, existing adjacent above and below ground structures, and pipes, due to settlement caused by dewatering activities or any failure of the dewatering system, shall be repaired to the satisfaction of the ENGINEER, at the CONTRACTOR's expense. The CONTRACTOR shall notify the ENGINEER immediately if settlement occurs. G. Standby Equipment: Standby pumping equipment shall be on the job site. The standby equipment shall be of reasonable size and quantity to prevent damage should pumping equipment fail. H. Disposal of Water: The CONTRACTOR shall dispose of the water from the Work in a suitable manner without damage to adjacent property. Conveyance of the water shall not interfere with traffic flow or the operation of the treatment facilities. No water shall be drained into Work built or under construction without prior consent of the ENGINEER. I. Completion: Upon completion of the dewatering and control of water operation, all temporary works and dewatering facilities shall be removed in a manner satisfactory to the ENGINEER. All well casings shall be removed. In addition, wells shall be abandoned as specified elsewhere in these Specifications. DEWATERING 02140-5 1.6 ABANDONMENT OF GROUND PENETRATIONS, ALL TYPES A. General: Following acceptance of the penetration abandonment submittal by the ENGINEER, the CONTRACTOR shall abandon all ground penetrations, including but not limited to dewatering system pumping wells and groundwater monitoring wells. The intent of this requirement is to properly plug holes such that no permanent paths for groundwater travel between soil strata are created, and to prevent settlement. The CONTRACTOR shall not abandon or remove any penetrations without prior written authorization from the ENGINEER, and shall perform the Work only in the presence of the ENGINEER. Abandonment of any penetration not observed by the ENGINEER will be rectified by over-drilling of the hole to its original depth and re- abandoning at the CONTRACTOR's expense. PART 2 - PRODUCTS 2.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) PART 3 - EXECUTION 3.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) DEWATERING 02140-6 SECTION 02150 SHORING OF EXCAVATIONS PART 1- GENERAL 1.1 THE REQUIREMENT A. General: The Work of this Specification section includes all shoring of excavations required for construction of the Work. Such shoring work shall include, but not be limited to, the furnishing, placing, and removing of sheeting, shoring and bracing necessary to safely support the sides of all excavation; supporting structures above and below ground, and all other incidental shoring work, all in accordance with the requirements of the Contract Documents. The elevations shown on the Plans of existing features are taken from the best available data and are intended to give reasonably accurate information. The CONTRACTOR is responsible for determining exact shoring needs and the design thereof. Pits and fills used for the erection of the CONTRACTOR's construction facilities shall be filled or removed upon the completion of the Work and leveled to meet the existing contours of the adjacent ground. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections and divisions apply to the Work of this section. Other sections and divisions of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. 1. Greenbook Section 300, Earthwork 2. Greenbook Section 303, Concrete and Masonry Construction 3. Greenbook Section 306, Open Trench Conduit Construction 4. Section 2140, Dewatering 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. All Work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these Specifications. B. Comply with the applicable editions of the following codes, regulations and standards. 1. Codes and Regulations: 29 CFR 1910 Code of Federal Regulations, Title 29, Part 1910, U.S. Occupational Safety and Health Standards (OSHA) 29 CFR 1926 Code of Federal Regulations, Title 29, Part 1926, U.S. Safety and Health Regulations for Construction (OSHA) CERCLA Comprehensive Environmental Response, Compensation and Liability Act SARA Superfund Amendments and Reauthorization Act CCR California Code of Regulations, Title 8, Industrial Relations (Cal/OSHA) CLC California Labor Code CA Test 217 California Department of Transportation, California Test 217, Method of Test for Sand Equivalent SHORING OF EXCAVATIONS 02150-1 1.4 SCAQMD South Coast Air Quality Management District 2. Industry Standards: SSPWC "Green Book", Standard Specifications for Public Works Construction C. Comply with the applicable reference Specifications as directed in the General Requirements and Additional General Requirements. D. All earthwork within Caltrans right-of-way shall conform to the requirements of Section 19 of California Department of Transportation Standard Specifications, Caltrans permit requirements and requirements stated herein. Where the requirements are in conflict, the permit requirements shall govern the Work within Caltrans right-of-way. CONTRACTOR SUBMITTALS A. Shoring: The CONTRACTOR's attention is directed to the provisions for "Shoring and Bracing Drawings" in Section 6705 of the California Labor Code and SSPWC Subsection 306-1.1. The CONTRACTOR, prior to beginning any trench or structure excavation 5 feet deep or deeper, shall submit to the ENGINEER a detailed plan showing design of all shoring, bracing, sloping of the sides of excavation, and other provisions for worker protection against the hazard of caving ground during the excavation of such trenches or structure excavation in compliance with California Labor Code Section 6705 and SSPW Section 306-1. The Shoring and Bracing Plans shall be prepared by a qualified Civil Engineer licensed in the State of California and employed by an independent design consultant firm insured against errors and omissions to the extent required by City. The submittal(s) shall include a site location map referencing existing features; detailed plans; elevations, and various sections indicating all excavation slopes, shoring components and connections and showing all structures and utilities potentially influenced by the performance of shoring, trenching or structure excavation along with supporting calculations; notes including sequence of construction, materials, and other clarification as required by the California Labor Code, SSPWC, and the Contract Documents, and a plan for noise abatement measures as required. In addition, Caltrans and City of Newport Beach may include specific requirements for shoring in the permit conditions, which shall be adhered to by the CONTRACTOR at no additional cost to City. 1. The following geotechnical engineering parameters are provided for consideration in the design of temporary shoring and access pits. SHORING OF EXCAVATIONS 02150-2 Soil Unit Total Soil Weight Estimated Friction Estimated (pcf) Angle (0) Cohesion (psf) Coarse-grained Alluvium 125 32 0 Fine-grained Alluvium Undrained shear strength = 1000 to 1500 psi (short-term loading) Fine-grained Alluvium 110 20 300 (long-term loading) B. Excavation Plan: For purposes of local agency and public information, the CONTRACTOR shall submit an Excavation Plan showing all Project excavation areas, haul routes, and disposal sites, along with Work start and finish dates for those areas and routes. The Excavation Plan shall also contain haul truck traffic flow rates for all routes. Upon request by the ENGINEER, the CONTRACTOR shall submit the Excavation Plan to agencies having jurisdiction over the haul routes. C. Abandonment of Ground Penetrations, all Types: The CONTRACTOR shall submit detailed procedures for abandonment of all types of ground penetrations, including but not limited to shoring system beams. The submittal shall include a list of all penetrations to be abandoned, abandonment schedule, fill materials, and proposed procedures. Refer to the requirements listed elsewhere in these Specifications for further details. 1.5 SHORING OF EXCAVATIONS A. General: The CONTRACTOR shall furnish all labor, equipment, and materials to construct, install, and remove the entire shoring system including removal of lagging, soldier beams, bracing, and detensioning of tiebacks. Full compensation for the shoring and its removal shall be considered as included in the Contract Price for various related items for which shoring is required and no additional compensation will be allowed therefor. The CONTRACTOR shall be entirely responsible for designing, providing and constructing shoring and bracing to prevent slides and/or cave- ins, to protect all existing and new facilities, structures, utilities (above and below grade) and other improvements in the vicinity from damage, and to protect workers as required. The CONTRACTOR shall, at its cost, obtain permits from all regulatory agencies as required for all its shoring Work. B. Shoring Design: Design of shoring shall be in accordance with the applicable requirements of the Construction Safety Orders of the Division of Industrial Safety (California Code of Regulations, Title 8). The CONTRACTOR shall be responsible for providing more extensive shoring and/or bracing systems than those required by the Construction Safety Orders when necessitated by conditions indicated in these Contract Documents, or otherwise required by the Work. The shoring design shall be performed by a California registered Civil Engineer. The shoring design shall consider the data provided in Section 1.4.A.1 above and all surcharge loads imposed. Pursuant to California Labor Code Section 6705, CONTRACTOR shall submit to the ENGINEER a detailed design for all shoring. The CONTRACTOR shall not begin excavation operations until the shoring design has been accepted by the ENGINEER. Acceptance of the CONTRACTOR's shoring design is solely for the purpose of complying with California Labor Code Section 6705. Acceptance of the CONTRACTOR'S shoring design: (i) does not constitute review or acceptance of the design; (ii) does not relieve the CONTRACTOR of its duty to provide safe working conditions; and (iii) does not impose any liability on City, its agents and/or employees nor the engineer of record for SHORING OF EXCAVATIONS 02150-3 1.6 damage and/or injury caused by errors and/or omissions in the shoring design. In addition, acceptance of the CONTRACTOR's shoring design shall not be construed to invalidate other provisions of these Specifications or relieve the CONTRACTOR of the responsibilities inherent in the pursuance of the Work. C. Protection of Existing Improvements: The CONTRACTOR shall take all measures necessary, subject to acceptance by the ENGINEER, to protect adjacent facilities, including but not limited to structures, utilities, roads, sidewalks, curb & gutter, when such facilities are in jeopardy due to excavation. Shoring support systems adjacent to such existing facilities shall be designed by a California registered Civil Engineer and shall withstand all loads applied to the shoring system from these facilities. Where shoring needs to be provided to support such adjacent structures or facilities and the potential for excessive deflection that can lead to structure settlement is present, braced or tieback shoring shall be provided. Braced or tieback shoring supporting adjacent nearby facilities shall be designed and constructed to limit the maximum horizontal deflection of the shoring to 1 inch or less as directed by the ENGINEER. Shoring and sheeting shall also be installed during excavation as necessary to prevent disturbing material that is under an adjacent structure or pipe. All costs associated with these protective measures shall be borne by the CONTRACTOR. All costs associated with repair of disturbed materials under existing facilities, including pipelines, shall be the CONTRACTOR's responsibility. D. Shoring Monitoring: Shoring systems that are install for a duration longer than a week shall have their deflection monitored on a weekly basis by a Surveyor, licensed in the State of California, engaged by the CONTRACTOR. Monitoring of the shoring shall be performed in the presence of the ENGINEER, with a written report to be submitted to the ENGINEER within 24 hours of each monitoring activity. Frequency of monitoring shall be determined by the CONTRACTOR. E. Shoring Beams/Piles: The CONTRACTOR shall coordinate the methods of installation and removal of shoring beams/piles with the requirements for noise and vibration control listed elsewhere in these Specifications. Maximum noise and vibration levels shall not be exceeded by the installation and removal methods. F. Shoring Removal: Shoring shall be removed cautiously such that no damage of any type is caused to existing or newly constructed facilities. Where holes are left from beams used for shoring, the CONTRACTOR shall use either pea -gravel or sand -cement grout as approved by the ENGINEER to consolidate the holes. Also refer to the Well Abandonment section in these Specifications which shall also apply to the abandonment of holes left by the shoring system. Shoring and sheeting/bracing needs to be installed and removed carefully such that the bedding surrounding the installation of pipes does not slough or move within the pipe zone which would affect the proper support for bedding material under the haunches of the pipe. If the bedding material moves from under the pipe haunches after removal of shoring or sheeting/bracing, the CONTRACTOR shall fill the void underneath the pipe haunches with CLSM at no additional cost to the Contract. ABANDONMENT OF GROUND PENETRATIONS, ALL TYPES A. General: Following acceptance of the penetration abandonment submittal by the ENGINEER, the CONTRACTOR shall abandon all ground penetrations, including but not limited to shoring system beam holes. The intent of this requirement is to properly plug holes such that no permanent paths for groundwater travel between soil strata are created, and to prevent settlement. The CONTRACTOR shall not abandon or remove any penetrations without prior written authorization from the ENGINEER, and shall perform the Work only in the presence of the ENGINEER. Abandonment of any penetration not observed by the ENGINEER will be rectified by over-drilling of the hole to its original depth and re- abandoning at the CONTRACTOR's expense. SHORING OF EXCAVATIONS 02150-4 1.7 VIBRATION CONTROL A. General: Construction activities shall be implemented in a manner that prevents damage to all existing features in the vicinity. Such features may include existing treatment and office facilities, residential structures, driveways, property walls, sidewalks, curb and gutter, or adjacent utilities. Potential damage from vibrations includes cracks developing in brick, concrete and drywall, separation of joints, piping leaks, jammed doors and windows, and falling of objects. B. Monitoring Requirements: Whenever construction activities occur within a distance of 75 feet or less of existing features (a minimum of four locations shall be monitored), the CONTRACTOR shall monitor for vibrations as follows: Record vibration during the daytime without construction activities to measure the background vibration. Record vibration for the typical construction activity over a duration sufficiently long to capture the typical vibrations generated during that activity, using a seismograph. Record vibration in terms of Peak Particle Velocity in Inches Per Second. Submit all recorded data to the ENGINEER as it is generated, both the raw data, and the data organized in a spreadsheet. C. Limits of Vibration: If seismograph vibration readings of more than 2 inches per second are encountered, the CONTRACTOR shall immediately discontinue its method for the particular construction activity, notify the ENGINEER, review its method, and make changes as appropriate to reduce vibration levels to required limits. 1.8 NOISE CONTROL A. General: Also refer to the General Requirements for noise control. B. Local Noise Ordinances: The CONTRACTOR shall comply with the ordinances of local agencies having jurisdiction. C. Additional Restrictions: In addition to the noise ordinances, the following restrictions shall apply to all Projects: 1. Continuously Operating Equipment: Equipment including, but not limited to generators for dewatering systems or bypass pumping equipment, that has to be on- site and operating continuously, shall be modified, relocated or replaced as necessary to not cause a noise nuisance to any resident or business, even if the noise levels from that equipment do not exceed maximum levels allowed by local ordinances. The CONTRACTOR shall make an effort from the beginning of the Project to select locations for continuously operating equipment that are less likely to disturb residents and businesses. All costs associated with equipment modifications, relocations and replacements shall be the CONTRACTOR's responsibility. 2. Noise Generating Activities Before and After Work Hours: In general, there shall be no noise generating activities that could disturb residents and businesses before 7 a.m. and after the end of the work day, especially at night time, even if the noise levels do not exceed maximum levels allowed by local ordinances. Specifically, no deliveries shall be made outside of the work day that generate noise levels disturbing to residents and businesses. If after -hour deliveries (example paving machines or other) are desired, the CONTRACTOR shall submit a written request to the ENGINEER one week ahead of time. If acceptable, the ENGINEER will coordinate resident notification. Dump trucks or other large trucks arriving on site prior to 7 a.m. shall turn off engines or otherwise take steps to avoid generating noise levels disturbing to residents and businesses. CONTRACTOR staff arriving on site prior to 7 a.m. shall keep noise levels down as necessary to avoid disturbing residents and businesses. Refueling of construction equipment shall not take place at night time when the potential for disturbing residents is greater. 1.9 SAFETY MEASURES SHORING OF EXCAVATIONS 02150-5 A. General: Safe conditions shall be maintained at the jobsite meeting all provisions of Cal/OSHA and all other applicable safety codes. In general, barricades with flashing lights meeting the requirements of all agencies having jurisdiction shall be placed at each end of all excavations and at such places as may be necessary along excavations to protect and warn all pedestrians and vehicular traffic of such excavations. Flashing lights shall also be placed along excavations from sunset each day to sunrise of the next day until such excavations are entirely backfilled, compacted, and paved. All excavations within the treatment plant fenced property shall be barricaded and lighted in such a way to prevent persons from driving, falling or walking into any excavation. All excavations outside the treatment plant confines shall be fenced with a minimum 7 -foot high chain link fence and surrounded with K -rail during all non -working hours. The fence shall be constructed to prevent any person from entering the excavation. Signs stating "Danger, Keep Out" shall be clearly displayed on all sides of the excavation. B. Ladders: Safe and suitable ladders that project 3 feet above the top of the trench shall be provided for all trenches greater than 4 feet in depth. A minimum of one ladder shall be provided for every 25 feet of lateral travel in an open trench. PART 2 - PRODUCTS 2.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) PART 3 - EXECUTION 3.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) SHORING OF EXCAVATIONS 02150-6 SECTION 03461 PRECAST CONCRETE MANHOLES & BASES PART 1 - GENERAL 1.1 DESCRIPTION This section includes materials, testing, and installation of precast concrete manholes, manhole bases, manhole frames and covers. A. Painting and Coating: 09900 1.3 SUBMITTALS A. Shop drawings shall be submitted in accordance with the General Provisions and as specified herein. B. Submit manufacturer's catalog and test data on precast concrete manholes, frames, and covers along with installation recommendations for inlet and outlet seals and watertight caulking. Show dimensions and materials of construction by ASTM reference and grade. Show manhole cover lettering and pattern. PART 2 - MATERIALS 2.1 PRECAST CONCRETE MANHOLES A. General: Precast reinforced concrete manholes shall comply with ASTM C 478, with a minimum wall thickness of 6 -inches. The ASTM standard and manufacturer shall be stamped on the interior and exterior of all manhole shafting and cone. B. Design Load: Manhole components shall be designed for H-20 highway loads and site soil conditions. C. Concrete: Precast reinforced concrete manhole risers and tops shall be constructed of Class A concrete with Type II or Type V cement in accordance with Section 201-1.2, Materials. D. Manhole Section Configuration: Manholes shall be fabricated only from eccentric taper sections and standard cylinder units of the proper internal diameter. E. Manhole Section Dimensions: Unless noted otherwise, minimum diameter PRECAST CONCRETE MANHOLES & BASES 03461-1 and wall thickness of manholes and manhole sections shall be as follows: Depth Manhole Manhole Of Cover Diameter Wall Thickness (ft) (in) (in) 0-15 48 6 51/2-22 60 6 Greater than 22'/2 72 7 Depth of cover shall be measured from proposed finish surface elevation to the elevation of the top of the manhole base. F. Steps: Manhole sections shall be cast without steps. Steps shall be post - installed with epoxy in accordance with the Standard Plans. G. Manufacturers: Precast reinforced concrete manholes shall be manufactured by Inland Concrete Products (Oldcastle Precast), Manhole Builders, Olson Precast Company, Precon Products, Jensen Precast, or Southwest Concrete Products (CalPortland), or approved equal unless noted otherwise on the plans. H. Warning Signs: Warning signs shall be stenciled onto the vertical wall of the uppermost cone section of every manhole. 2.2 MANHOLE FRAMES AND COVERS A. General Requirements: Manhole frames and covers shall be made of ductile iron conforming to ASTM A 536, Class 400, or cast iron conforming to ASTM A 48, Class 30. Casting shall be smooth, clean, and free from blisters, blowholes, and shrinkage. Frames and covers shall be of the traffic type, designed for H-20 loading. B. Fit and Matchmarking: Each manhole cover shall be ground or otherwise finished so that it will fit in its frame without rocking. Frames and covers shall be matchmarked in sets before shipping to the site. C. Cover Inscription: Covers shall have the words "D" for Storm Drains or "S" for "Sewer" and the Owner's identification in accordance with instructions furnished by the Owner. No other lettering on the top side shall be permitted. D. Inspection and Coating: Before leaving the foundry, castings shall be cleaned and subjected to a hammer inspection. Castings shall then be dipped twice in a preparation of asphalt and oil applied at a temperature of not less than 290°F, not more than 310°F, and in such a manner as to form a firm and tenacious coating. E. Manufacturers: Manhole frames and covers shall be manufactured by Alhambra Foundry, National Casting, Neenah Foundry, Pont-A-Mousson, or South Bay Foundry, or approved equal unless noted otherwise on the plans. PRECAST CONCRETE MANHOLES & BASES 03461-2 2.3 IMPORTED SAND Imported sand shall comply with the applicable sections of the Greenbook. 2.4 CRUSHED ROCK Crushed rock shall comply with the applicable sections of the Greenbook. Crushed rock shall be the same material as the pipe bedding. If rock is not used for the pipe bedding, 3/4 -inch crushed rock shall be used for the manhole. Crushed rock base material shall extend 1 foot beyond the outside edge of the concrete manhole base. 2.5 MANHOLE BASES Concrete used in pouring the manhole base shall be Class A concrete, Type II or Type V cement per in accordance with Section 201-1.2, Materials. 2.6 CEMENT -MORTAR GROUT Grout for grade -ring joints between precast sections shall be composed of one part portland cement to two parts of clean well -graded sand of such size that all pass a No. 8 sieve. Cement, aggregate, and water for mortar shall conform to the applicable provisions of Section 201-5, Cement Mortar. 2.7 EPDXY GROUT Epoxy grout shall be used in repairing manhole and manhole base surfaces. Epoxy grout shall be made with epoxy and sand. The sand shall be clean, bagged, graded, and kiln dried silica sand. The prepared grout shall wet the contact surface and provide proper adhesion, or a coat of epoxy shall be applied prior to placing the epoxy grout. The epoxy bonding compound shall be Concresive 1001 LPL, Adhesive Engineering Company, San Carlos, California; Sidadur Hi -Mod (Sikastix 370), Sika Chemical Corporation, Lyndhurst, New Jersey, or approved equal. The Contractor shall submit certifications as to the suitability of the product to meet job requirements with regard to surface, pot life, set time, vertical or horizontal application, and forming restrictions. 2.8 PLASTIC JOINT SEALING COMPOUND Preformed, cold -applied, ready -to -use, plastic joint sealing compound for water- tight joints shall be Quick -Seal as supplied by Associated Concrete Products, Santa Ana, California, or approved equal, and shall be used on all manhole joints unless otherwise directed by the Engineer. PART 3 - EXECUTION 3.1 WORK WITHIN EXISTING MANHOLES Any proposed work inside an existing manhole that is part of a wastewater PRECAST CONCRETE MANHOLES & BASES 03461-3 system in service, shall not be undertaken until all the tests and safety provisions of Article 4, Section 1532 "Confined Spaces" State of California Construction Safety Orders have been made. 3.2 EXCAVATION Excavation for the precast concrete manhole shall be in accordance with the applicable provisions of the Greenbook 3.3 MANHOLE BASE A. General: Manhole bases shall be poured in place against undisturbed soil with Class A concrete having 1 -inch maximum size aggregate and a slump of not greater than 4 -inches. The manhole base shall be poured as one monolithic pour. Specifications for ready -mixed concrete are set forth in the Greenbook. If soil conditions are not adequate as determined by the Engineer, a specified depth of over -excavation shall be required and the re -fill material shall be placed in accordance with the Greenbook prior to the placement of concrete. B. Manhole Stub Placement: The manhole stubs and sewer main shall be set before the concrete is placed and shall be rechecked for alignment and grade before the concrete has set. The various sized inlets and outlets to the manhole shall be constructed as shown in SSPWC Standard Plan 200-3 and OCSD Standard Drawing S-049, and S-056. C. Matching Pipe Crown Elevations: Invert elevations of connecting sewers may vary depending upon sizes. The crown elevation of all pipes shall be the same as the crown elevation of the largest pipe unless otherwise indicated on the plans. D. Channel Confiauration: The invert of the manhole base shall be formed so as to provide smooth channels conforming in size and shape to the lower portions of the inlet and outlet pipes. The channel shall vary uniformly in size and shape from inlet to outlet, and a shelf shall be constructed higher than the pipe as indicated on the drawings. The manhole base shall extend 12 - inches below the bottom of the lowest pipe. E. Transitions: All transitions shall be smooth and of the proper radius to give an uninterrupted transition of flow. F. Finishing: The concrete base shall be shaped with a wood float and shall receive a hard steel trowel finish before the concrete sets. G. Curing Time Before Further Construction: Unless approved otherwise by the Engineer, in advance, the bases shall set a minimum of 24 hours before the manhole construction is continued. 3.4 INSTALLING MANHOLES PRECAST CONCRETE MANHOLES & BASES 03461-4 A. General: Manholes shall be constructed as shown on SSPWC Standard Plan 200-3 or OCSD Standard Drawing S-049. Manholes for larger diameter sewers shall be constructed as shown on the plans. B. Joints for Grade -Rings: Precast concrete manhole units shall be set in a bed of grout to make a watertight joint at least 1/2 -inch thick with the concrete base or with the preceding unit. Manhole sections shall be set perfectly plumb. Joints shall be pointed and trowelled and smoothed inside and outside of the manhole shaft joint. The excess grout shall be wiped off and removed. C. Finish Elevation of Manhole Covers: Precast sections shall be assembled so that the cover conforms to the elevation determined by the manhole location as follows, but limited to a maximum of 18 -inches of grade ring unless otherwise instructed by City Representative. Paved Area: Top of cover shall be flush with the paving surface. Un -paved Areas: Top of cover shall be flush with the existing surface where it is in the "traveled way" or shoulder and the concrete pad shall be 2 inches above the adjacent unpaved surface. D. Manhole Frame and Cover: The manhole frame shall be secured to the grade ring with grout and cement mortar. After the frames are securely set, the frames and the covers shall be cleaned and scraped free of foreign materials, and shall be ground or otherwise finished as needed so the cover fits in its frame without rocking. The manhole frame and cover shall be constructed per SSPWC Std Plan 211-2 or OCSD Standard Drawing S-055 at interim and final condition. E. Watertightness: It is the intent of these specifications that manholes and appurtenances be watertight and free from infiltration. Enough cold - applied, preformed, plastic joint sealing compound shall be applied such that the compressed material protrudes from the interior and exterior of each manhole joint. The excess material on the interior shall be trimmed flush. F. Where called for on the plans or supplemental or project technical specifications, manholes that are to be given a protective lining or coating shall be free of any seepage or surface moisture. The adequacy of manholes and appurtenances as to watertightness shall be determined by the City Representative and shall be tested in accordance with the Greenbook or Owner's requirements. G. Stubs: Sewer pipe shall be furnished and installed in manholes at the locations shown and in conformance with the detail drawings and plans. All stubs shall be plugged with stoppers as shown on the plans for various sizes of pipe. H. Bulkheads: Brick and mortar bulkheads shall be installed at the downstream end of all unused stub channels to prevent the creation of a septic condition PRECAST CONCRETE MANHOLES & BASES 03461-5 resulting from ponding of sewage and debris in the unused channels, and until such time as the manhole stub is connected and normal sewage flow can occur. New Connections to Existing Manholes: New connections to existing manholes wherein stubs have not been provided shall be made by core drilling through the base, as directed by the City Representative. J. Backfill: Backfill around the precast concrete manhole shall be imported sand, and shall be placed and compacted in accordance with the applicable provisions of the Greenbook. K. Concrete Collar: Class B concrete collar shall be cast around manhole frames that are flush with the surface. The collar shall be placed with each lift. 3.5 MANHOLE AND MANHOLE BASE REPAIRS Manhole sections and bases that exhibit defects in the concrete surface may be rejected for the reasons such as exposure of reinforcement, shattered concrete or cracks having a width of 0.01 inch or more throughout a continuous length of 1 foot or more. Defective concrete surfaces of manhole sections and bases not rejected shall be repaired by chipping away unsound or imperfect concrete. Edges shall be left sharp and square with the surface. Loose material and dust remaining after chipping shall be removed by means of an air jet. Epoxy grout shall be applied to the surface to be repaired in accordance with the manufacturer's instructions. The grout shall wet the contact surface and provide proper adhesion, or a coat of epoxy shall be applied prior to placing the epoxy grout. 3.6 MANHOLE COATINGS Where called for in the plans or supplemental specifications, manhole coatings shall be provided. The requirement for manhole coatings shall be in accordance with Section 09900, Painting and Coating, of these Special Provisions unless noted otherwise on the plans. END OF SECTION PRECAST CONCRETE MANHOLES & BASES 03461-6 SECTION 03462 PRECAST CONCRETE VAULTS PART 1 - GENERAL 1.1 DESCRIPTION This section describes the materials, manufacture, and installation of precast concrete vaults. 1.2 SUBMITTAL A. Shop drawings shall be submitted in accordance with the General Provisions and as specified herein. B. Submit manufacturer's catalog data on precast concrete vaults and meter boxes. Show dimensions and materials of construction by ASTM reference and grade. PART 2 - MATERIALS 2.1 PRECAST CONCRETE VAULT A. Manufacturers: Precast concrete vaults and covers shall be manufactured in a plant especially designed for that purpose and shall conform to the size, shape and dimensions indicated on the detailed plans. The ASTM standard and manufacturer shall be stamped on the interior and exterior of vault. Vaults and covers shall be Christy Concrete, Eisel Enterprises, Inc., J & R Concrete Products, Inc., Jensen Precast, Olson Precast, or approved equal. B. Design Loads: Design loads shall consist of dead load, live load, impact, and in addition, loads due to water table and any other loads which may be imposed upon the structure. Live loads shall be based on H-20 continuous loading per AASHTO standard specifications for highway bridges. Design wheel load shall be 16 kips. The live load shall be that which produces the maximum shear and bending moments in the structure. C. Concrete: Concrete for vaults and meter boxes units shall be Class A in accordance with Section 201-1.2, Materials. D. Sectional Vaults: Sectional precast concrete vaults may be used only where specified on the drawings. 2.2 VAULT FRAMES AND COVERS Unless noted otherwise, vault access hatches and frames shall be fabricated in PRECAST CONCRETE VAULTS 03462-1 accordance with the requirements of the applicable provisions of the Greenbook and as shown on the plans. 2.3 JOINT SEALING COMPOUND The joint sealing compound shall be permanently adhesive flexible plastic material complying with Federal Specification SS -S-00210 (GSA -FSS). Joint sealing compound shall be Quickseal by Associated Concrete Products. PART 3 - EXECUTION 3.1 EARTHWORK A. General: Excavation and backfill for precast concrete vaults and meter boxes shall be in accordance with applicable provisions of the Greenbook, and the requirements herein. Excavation limits shall be large enough to accommodate the structure and permit grouting of openings and backfilling operations. B. Sub -base: The bottom of the structure shall be placed on compacted, crushed rock sub -base, graded level and to the proper elevation as shown in the Standard Drawings or on the plans, and shall conform to the applicable specifications of the Greenbook. 3.2 VAULT INSTALLATION A. Vault Wall Openings: Openings or "knockouts" in precast concrete vaults shall be located as shown on the drawings and shall be sized sufficiently to permit passage of the largest dimension of pipe and/or coupling flange. Wall penetrations shall be as shown in the Standard Drawings. Upon completion of installation, all penetrations or openings in the vault walls that are less than 2 1/2 -inches in diameter shall be filled with non -shrink Class A concrete or mortar, using an epoxy for bonding concrete surfaces, as specified in the Greenbook and Section 03461, Precast Concrete Manholes and Bases, of these Special Provisions. Pipe or conduits shall be wrapped in "swell -stop" prior to the placement of non -shrink grout. B. Backfill: After the structure and all appurtenances are in place and approved, backfill shall be placed to the original ground line or to the limits designated on the plans. C. Watertightness: All joints between precast concrete vault sections shall be made watertight. The sealing compound shall be installed according to the manufacturer's recommendations to provide a watertight joint. Pipe and conduit penetrations shall also be watertight. D. Installed Elevation: Vaults shall be built up so that the cover is 0.1 foot above the surrounding surface, unless otherwise specified on the drawings. The Contractor is responsible for placing the cover at the proper elevation and PRECAST CONCRETE VAULTS 03462-2 slope where paving is to be installed, and shall make all necessary adjustments so that the cover meets these requirements. END OF SECTION PRECAST CONCRETE VAULTS 03462-3 SECTION 09900 PAINTING AND COATING PART 1 - GENERAL A. Description This section describes materials and application of painting and coating systems for submerged metal surfaces, exposed metal surfaces, buried metal surfaces, metal surfaces in contact with concrete, submerged concrete, exposed PVC and FRP pipe, and valves. Coating thicknesses specified herein are given as "dry -film thickness" in mils. Mil thicknesses specified are minimums. B. Related Work Specified Elsewhere Precast Manholes and Bases: 03461 C. Submittals (for Contracts between City and Contractor) 1. Shop drawings shall be submitted in accordance with the General Provisions and as specified herein. 2. Submit manufacturer's data sheets showing the following information: a. Recommended surface preparation. b. Minimum recommended dry -film thicknesses per coat for prime and finish coats. C. Percent solids by volume. d. Recommended thinners. e. Statement that the selected prime coat is recommended by the manufacturer for use with the selected finish coats. f. Application instructions including recommended application, equipment, humidity, and temperature limitations. 3. Submit certification that all coatings conform to South Coast Air Quality Management City Rules and Regulations for products and application. D. Pre -Submittal Meetina PAINTING AND COATING 09900-1 A pre -submittal meeting shall be conducted two weeks prior to the submittal of coating shop drawings, at the discretion of the City Representative. The meeting shall be attended by the painting and coating (sub) contractor. E. Air Quality Reauirements Materials shall comply with South Coast Air Quality Management District's Rule 1107 for shop coating and Rule 1113 for field coating. F. Painting Systems All paints shall be delivered to the jobsite in the original, unopened containers. All materials of a specified painting system, including primer, and finish coats, shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the paint manufacturer for the particular coating system. PART 2 - MATERIALS A. Color System for Coatings and Coating System Summary Unless noted otherwise, colors for surfaces that are to be coated shall be defined as follows: Color Pantone ID Number (closest match in sunlight) Amershield Designation Brown PMS 1405 PMS 1405 Dark Blue 2766 C Newport Coast # 33 Factory Finish N/A No Color Coating Light Blue 2925 C 1159 Light Blue Medium Bronze N/A Medium Bronze Olive Light 451 C PMS 451 C Purple 512 C PMS 512 C Safety Green 348 U 1135 Safety Green Safety Orange 021 C OR -2 Safety Orange Safety Red 485 C 2X RO-1 Bright Red Safety Yellow U2X Safety Yellow The following table provides a summary of the coating systems and the various surfaces to be coated: PAINTING AND COATING 09900-2 B. Sipecialty Items Surfaces shall be coated as described below: Valve Can & Test Box Lids: Valve can and test box lids shall be coated per System No. C-2. 2. Buried Items: Buried flanges, nuts and bolts, flexible pipe couplings, exposed rebar from thrust blocks, and valve boxes shall be coated per System No. D-1 unless otherwise specified in the particular specifications for these items. Above Ground Structural Steel and Structural Steel in Vaults: Above ground structural steel or structural steel located in vaults and steel structures shall be coated as described in the exposed metal coating system sections. 4. Pipe Supports: All non -galvanized and non -stainless steel pipe supports in vaults shall be coated the same as the adjacent piping. If pipe is PVC, pipe supports shall be coated per System No. C-1. PAINTING AND COATING 09900-3 System No. Application Utility B-1 B-3 B-4 C-1 C-2 D-1 E-1 G-1 G-2 Submerged Metal Potable Submerged Metal Recycled X Submerged Raw Metal Water x Submerged Raw Metal Sewag x Concrete Sewer Manholes and Raw X Submerged Sewage Concrete Exposed Metal All X X Buried Metal All X Metal in Contact with All X Concrete Valves All X X B. Sipecialty Items Surfaces shall be coated as described below: Valve Can & Test Box Lids: Valve can and test box lids shall be coated per System No. C-2. 2. Buried Items: Buried flanges, nuts and bolts, flexible pipe couplings, exposed rebar from thrust blocks, and valve boxes shall be coated per System No. D-1 unless otherwise specified in the particular specifications for these items. Above Ground Structural Steel and Structural Steel in Vaults: Above ground structural steel or structural steel located in vaults and steel structures shall be coated as described in the exposed metal coating system sections. 4. Pipe Supports: All non -galvanized and non -stainless steel pipe supports in vaults shall be coated the same as the adjacent piping. If pipe is PVC, pipe supports shall be coated per System No. C-1. PAINTING AND COATING 09900-3 C. Exposed Indoor Galvanized Electrical Conduit: Exposed indoor galvanized electrical conduit shall only be coated when specified in the project technical specifications. When specified, coating System No. C-3 shall be used. 6. Mechanical Equipment: Mechanical equipment, such as motors, shall be coated as described in the exposed metal coating system sections. 7. Pumps: The interior and exterior of the pump discharge head, suction bell, or elbow and bowls, or volute shall be coated per System No. G-1 for pumps in wells, sewage lift stations, domestic water pump stations, and recycled water pump stations. Impellers for pumps at sewage lift stations shall be coated per System G-1. The pump column shall be coated as follows: a. Flanged Column — System No. G-1, interior and exterior b. Threaded Column — No coating is required Concrete Sewer Manholes: Concrete sewer manholes shall be coated with System No. B-4 if any of the following conditions exist. a. If any sewer line connecting to a manhole has a slope of 7 percent or greater. b. Wherever there is a change in slope, from steep to flat, of 5 percent or greater, the manhole at the grade change and the next manhole upstream shall be coated. C. All Drop -type "manholes", where specifically allowed. Refer to Standard Drawing No. S-2. d. All manholes at the terminus of sewer force mains. e. As specified in the City's's Procedural Guidelines and General Design Requirements. 9. Concrete Sewer Manholes Covers and Frames: Surface preparation for concrete sewer manhole covers and frames shall be in accordance with SSPC SP3. One coat of black Carboline 890 VOC or equivalent with a minimum total dry -film thickness of 5 mils shall be applied to the top surface of manhole covers and frames. Submeraed Metal and Concrete Coating Systems System No. B -1 --Submerged Metal, Recycled, and Raw Water a. Type: Two part low VOC epoxy -polyimide. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 20 mils. b. Service Conditions: Shall be used on metal structures, pipes, or equipment including, but not limited to tanks, clarifier mechanisms, PAINTING AND COATING 09900-4 scum troughs, slide gates and other miscellaneous metal exposed to recycled water or raw water. C. Surface Preparation: SSPC SP -10 d. Prime Coat: Apply to a dry -film thickness of 8 mils. Approved manufacturers for prime coat include: i. PPG Ameron Amerlock 2 VOC or 400 VOC; ii. Carboline Carboguard 890 VOC; iii. Tnemec Series L69 Hi -build Epoxoline II; iv. International/Devoe 233H; or V. Approved Equal. e. Finish Coats: Apply two coats, each with a 6 mil dry -film thickness to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. 2. System No. B -3 --Submerged Metal, Raw Sewage a. Type: 100% solids epoxy for metal surfaces. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 40 mils. b. Service Conditions: Shall be used on metal structures or pipes exposed to raw sewage. C. Surface Preparation: Surface preparation shall be SSPC SP -10 for steel surfaces. Surface preparation shall be NAPF 500-03-05 Clean No. 2 for ductile iron or cast iron surfaces. d. Prime Coat: Apply to a dry -film thickness of 5 mils. Approved manufacturers include: i. Tnemec Series 435 Perma-Glaze; ii. International Enviroline 224; iii. Sherwin Williams Fast Clad ER; iv. Carboline Plasite 4550; or V. Approved Equal. e. Finish Coat: Apply one coat with a 35 mil dry -film thickness, to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. System No. B-4 - Manholes and Submerged Concrete, Raw Sewage a. Type: 100% solids polyurethane system for concrete surfaces. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film PAINTING AND COATING 09900-5 thickness of this system shall be 125 mils. b. Service Conditions: Shall be used on concrete structures or pipes exposed to raw sewage including, but not limited to, junction structures, wet wells, manholes, and sumps. C. Surface Preparation: Surface preparation shall be SSPC SP -13 for concrete surfaces. If the coating terminates mid -wall, the Contractor shall sawcut a termination strip 1/4 -inch deep and 1/4 -inch wide. Newly placed concrete shall cure for a minimum of 28 days before preparing the surface for coating. d. Prime Coat: Apply to a dry -film thickness of 2 mils. Approved manufacturers include: i. Zebron epoxy primer; ii. Sancon 100 epoxy primer; or iii. Approved Equal. e. Finish Coat: Apply one coat to achieve the total dry -film thickness. Approved manufacturers include: i. Zebron Polyurethane System; ii. Sancon 100 Polyurethane; or Approved Equal. D. Exposed Metal Coating Systems System No. C -1 --Exposed Metal, Severely Corrosive Environment a. Type: Low VOC Inorganic zinc prime coat with low VOC epoxy- polyamide finish coat. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 12 mils. b. Service Conditions: Shall be used on metal surfaces including, but not limited to, structures, piping, fittings, pumps, and appurtenances subjected to continuous water condensation, occasional immersion, or splashing. Below grade vaults shall be considered as severely corrosive environments. C. Surface Preparation: Surface preparation shall be SSPC SP -10 for steel surfaces. Surface preparation shall be NAPF 500-03- 05 Clean No. 2 for ductile iron or cast iron surfaces. Prime Coat: Apply to a dry -film thickness of 3 mils. For ductile iron surfaces, the ductile iron shall have an asphaltic free surface with a factory applied prime coat the same as the finish coat. For all other surfaces, a two -component inorganic zinc rich primer shall be used with a minimum zinc content of 14 pounds per gallon. PAINTING AND COATING 09900-6 Approved zinc primer manufacturers include: i. Ameron Amercoat 68HS VOC; ii. Tnemec Series 94 -H2O Hydro -zinc; International/Devoe Cathacoat 302V; iv. Sherwin Williams Zinc Clad XI; V. Carboline Carbozinc 11; or Vi. Approved Equal. d. Finish Coats: Apply two coats, each with a 4 to 5 mil dry -film thickness, to achieve the total dry -film thickness. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series L69 Hi -build Epoxoline II; iii. International/Devoe Devran 224HS VOC; iv. Sherwin Williams Macropoxy 646-100; V. Carboline Carboguard 890 VOC; or Vt. Approved Equal. 2. System No. C -2 --Exposed Metal, Atmospheric Weathering Environment a. Type: Low VOC Aliphatic Polyurethane with low VOC epoxy- polyamide or amido-amine epoxy primer. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 8 mils. b. Service Conditions: Shall be used on metal surfaces including, but not limited to, structures, piping, fittings, pumps, and appurtenances subjected to atmospheric elements and weathering. c. Surface Preparation: Surface preparation shall be SSPC SP -6 for steel surfaces. Surface preparation shall be NAPF 500-03-05 Clean No. 2 for ductile iron or cast iron surfaces. Surface preparation shall be SSPC SP -1 for galvanized surfaces and shall be brush blasted or acid etched surface prior to application of prime coat. d. Prime Coat: Apply one or two coats to a dry -film thickness of 5 mils. For ductile iron surfaces, the ductile iron shall have an asphaltic free surface with a factory applied prime coat the same as the finish coat. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series 135 Chembuild with low VOC thinner or L69 Epoxyline; iii. International/Devoe BarRust 231; iv. Sherwin Williams Macropoxy 646-100; V. Carboline Carboguard 890 VOC; or PAINTING AND COATING 09900-7 V1. Approved Equal. e. Finish Coat: Apply one coat to a dry -film thickness of 3 mils to achieve the total dry -film thickness. Approved manufacturers include: i. Ameron Amershield VOC; ii. Tnemec Series 1095 Endura -shield; iii. International/Devoe Devthane 379; iv. Sherwin Williams Hi -Solids Polyurethane 100; V. Carboline Carboguard 134 MC; or Vi. Approved Equal. E. Buried Metal Coating Systems System No. D -1 --Buried Metal a. Type: Low VOC epoxy coating. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 24 mils. b. Service Conditions: Shall be used to coat buried metal including, but not limited to, valves, flanges, bolts and nuts, fittings, flexible pipe couplings, and structural steel. C. Surface Preparation: SSPC SP -10 d. Prime Coat: Apply to a dry -film thickness of 8 mils. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series L69F; iii. International/Devoe Bar -Rust 231; iv. Carboline Carboguard 890 VOC; or V. Approved Equal. e. Finish Coats: Apply two coats, each with an 8 mil dry -film thickness, to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. F. Coating System for Metal in Contact with Concrete No. E -1 --Aluminum and Galvanized Surface in Concrete a. Type: Low VOC epoxy coating. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 15 mils. PAINTING AND COATING 09900-8 b. Service Conditions: Shall be used to coat areas including, but not limited to, gates, stairs, or structural members in contact with concrete. C. Surface Preparation: Apply synthetic resin wash primer (phosphoric acid or vinyl butyral acid) to surface. Surface preparation shall comply with SSPC SP -1. d. Prime Coat: Apply to a dry -film thickness of 5 mils. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series L69F; iii. International/Devoe Bar -Rust 231; iv. Carboline Carboguard 890 VOC; or V. Approved Equal. e. Finish Coats: Apply two coats, each with a 5 mil dry -film thickness, to achieve the total dry -film thickness. The coating shall be the same material as the prime coat. G. Valve Coatina System m No. G-1 -- Surface of Ferrous -Metal Valves a. Type: Thermosetting powdered epoxy coating. b. Service Conditions: Shall be used to coat interior surfaces of ferrous metal valves, excluding seating areas and bronze and stainless steel pieces. C. Surface Preparation: Protuberances which may produce pinholes in the coating shall be removed. Sharp edges shall be rounded. Surface contaminants which may prevent bonding of the coating shall be removed. Surface preparation shall comply with SSPC SP - 5. d. Coating: Apply to a total dry -film thickness of 12 mils in accordance with manufacturer's recommendation. Approved manufacturers include: i. 3M Scotchkote 134; or ii. Approved Equal. 2. System No. G-2 -- Surfaces of Ferrous -Metal Valves (Alternative) a. General: This is an alternative to System No. G-1 when specified in the technical specifications. PAINTING AND COATING 09900-9 b. Type: Two part low VOC epoxy-polyamide coating. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 15 mils. C. Service Conditions: Shall be used to coat interior surfaces of ferrous metal valves, excluding seating areas and bronze and stainless steel pieces. d. Surface Preparation: Protuberances which may produce pinholes in the coating shall be removed. Sharp edges shall be rounded. Surface contaminants which may prevent bonding of the coating shall be removed. Surface preparation shall comply with SSPC SP -10. e. Prime Coat: Apply to a dry -film thickness of 5 mils in accordance with manufacturer's recommendation. Approved manufacturers include: i. Tnemec Series L140F Pota Pox; ii. Sherwin Williams Macropoxy 646-100PW; Ameron Amerlock 2 VOC or 400 VOC; iv. International/Devoe 233H; or V. Approved Equal. f. Finish Coats: Apply two coats, each with a 5 mil dry -film thickness, to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. PART 3- EXECUTION A. General Quality assurance procedures and practices shall be utilized to monitor all phases of surface preparation, application, and inspection throughout the duration of the project. Procedures or practices not specifically defined herein may be utilized provided they meet recognized and acceptable professional standards and are approved by the Engineer. Work accomplished in the absence of prescribed inspection may be required to be removed and replaced under the proper inspection, and the entire cost of removal and replacement, including the cost of all materials which may be furnished by the City and used in the work thus removed, shall be borne by the Contractor, regardless of whether the work removed is found to be defective or not. Work covered up without the authority of the City, shall, upon order of the Engineer, be uncovered to the extent required, and the Contractor shall similarly bear the entire cost of accomplishing all the work and furnishing all the PAINTING AND COATING 09900-10 materials necessary for the removal of the covering and its subsequent replacement, as directed and approved by the Engineer. 2. The Engineer will make, or have made, such tests as it deems necessary to assure the work is being accomplished in accordance with the requirements of the Contract Documents. Unless otherwise specified, the cost of such testing will be borne by the City. In the event such tests reveal non-compliance with the requirements of the Contract Documents, the Contractor shall bear the cost of such corrective measures deemed necessary by the Engineer, as well as the cost of subsequent retesting and re -inspection. Tests shall not constitute an acceptance of any portion of the work, nor relieve the Contractor from compliance with the terms of the Contract Documents. Application: No coating shall be applied under the following conditions: a. When the surrounding air temperature or the temperature of the surface to be coated or painted is below 55 IF for epoxy coatings, below 45 IF for epoxy low temperature cure coatings, or above 125 IF for all materials; b. To wet or damp surfaces or in rain, snow, fog or mist; C. When the air temperature is less than 5 IF above the dewpoint; d. When it is expected the air temperature will drop below 55 IF for epoxy coating; or 45 IF. for epoxy low temperature cure coatings or less than 5 OF above the dewpoint within two hours after application of coatings or paints. Dewpoint shall be measured by use of an instrument such as a Sling Psychrometer manual or electronic in conjunction with U.S. Department of Commerce Weather Bureau Psychrometric Tables or equivalent. If dehumidification is used, equipment must run continuously during all phases of the contract, except disinfection phase. If above conditions are prevalent, coating application shall be delayed or postponed until conditions are favorable. The day's application shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions. 4. Overspray and Dust Control: The Contractor shall conduct all operations so as to confine abrasive blasting debris and coating and paint overspray to within the bounds of the site. The Contractor shall take all precautions necessary to prevent adverse off-site consequences of application operations. Any complaints received by the City relating to any such potential off-site problems will be immediately delivered to the Contractor. The Contractor shall immediately halt blast cleaning or application work and shall take whatever corrective action is required to mitigate any such problems. All costs associated with protection of off-site properties and/or PAINTING AND COATING 09900-11 correction of damage to property as a result of blast cleaning or application operations shall be borne directly by the Contractor at no additional expense to the City. Inspection Devices: Contractor shall furnish, until final acceptance of coatings and paints, inspection devices in good working condition for detection of holidays and measurement of dry -film and wet -film thickness. Contractor shall also furnish U.S. Department of Commerce, National Bureau of Standards certified thickness calibration plates to test accuracy of thickness gauges. Dry film thickness gauges and holiday detectors shall be available at all times until final acceptance of application. Inspection devices shall be operated by, or in the presence of the City's Representative with location and frequency basis determined by the Engineer. The City is not precluded from furnishing their own inspection devices and rendering decisions based solely upon their tests. All surface preparation, coating and paint application shall conform to applicable standards of the Society for Protective Coating, the City and the manufacturer's printed instructions. Material applied prior to approval of the surface, by the City's Representative, shall be removed and reapplied to the satisfaction of the Engineer at the expense of the Contractor. 6. All work shall be accomplished by skilled craftsmen qualified to accomplish the required work in a manner comparable with the best standards of practice. Resumes of personnel to be used on the project shall be made available upon request. Continuity of personnel shall be maintained and transfers of key personnel shall be coordinated with the Engineer. 7. The Contractor shall provide a supervisor to be at the work site during cleaning and application operations. The supervisor shall have the authority to sign change orders, coordinate work and make other decisions pertaining to the fulfillment of the Contract Documents. The Contractor's equipment shall be designed for application of materials specified and shall be maintained in first class working condition. Compressors shall have suitable traps and filters to remove water and oils from the air. Blotter test shall be accomplished at each start-up period and as deemed necessary by the Engineer. Contractor's equipment shall be subject to approval of the Engineer. This approval does not relieve the Contractor's responsibility for the safe operation of the equipment or its performance. a. Cleanliness of compressed air supply shall be verified daily, and as deemed necessary by the Engineer, by directing a stream of air, without abrasive, from the blast nozzle onto a white blotter or cloth for twenty seconds. If oil or water appears on the blotter or cloth, all traps and separators shall be blown down until two subsequent twenty-second tests show no further oil or water. PAINTING AND COATING 09900-12 PIP 9. Because of presence of moisture and possible contaminants in the atmosphere, care shall be taken to ensure previously coated or painted surfaces are protected or re -cleaned prior to application of subsequent coat(s). Methods of protection and re -cleaning shall be approved by the Engineer. a. The project is subject to intermittent shutdown if, in the opinion of the Engineer, cleaning and application operations are creating a localized condition detrimental to ongoing facility activities, personnel or adjacent property. b. In the event of emergency shutdown by the Engineer, Contractor shall immediately correct deficiencies. All additional costs created by shutdown shall be borne by Contractor. Surface Preparation General: Sandblast or prepare only as much surface area as can be coated in one day. All sharp edges, burrs, and weld spatter shall be removed. Epoxy -coated pipe that has been factory coated shall not be sandblasted. 2. SSPC Specifications: Wherever the words "solvent cleaning", "hand tool cleaning", "wire brushing", "blast cleaning", or similar words are used in these specifications or in paint manufacturer's specifications, they shall be understood to refer to the applicable SSPC (Society for Protective Coatings, Surfaces Preparation Specifications, ANSI A159.1) specifications listed below: SP -1 Solvent Cleaning SP -2 Hand Tool Cleaning SP -3 Power Tool Cleaning SP -5 White Metal Blast Cleaning SP -6 Commercial Blast Cleaning SP -7 Brush -Off Blast Cleaning SP -8 Pickling SP -10 Near White Blast Cleaning The Contractor shall provide suitable enclosure, exhaust system, and bag house for sandblasting operations to prevent violations of applicable air quality requirements. 4. Surface preparation shall be based upon comparison with: "Pictorial Surface Preparation Standards for Painting Steel Surfaces", SSPC-Vis 1, ASTM Designation D2200, NACE Standard TM -01-70. Anchor profile for prepared surfaces shall be measured by using a non- destructive instrument such as a K -T Surface Profile Comparator or Testex Press -O -Film System. Temperature and dewpoint requirements shall apply to all surface preparation operations. PAINTING AND COATING 09900-13 Dust, dirt, oil, grease or any foreign matter which will affect the adhesion or durability of the finish must be removed by washing with clean rags dipped in an approved commercial cleaning solution, rinsed with clean water and wiped dry with clean rags. Abrasive blasting nozzles shall be equipped with "deadman" emergency shut-off nozzles. Blast nozzle pressure shall be a minimum of 95 psi and shall be verified by using an approved nozzle pressure gage at each start-up period or as directed by the Engineer. Number of nozzles used during all blast cleaning operations must be sufficient to ensure timely completion of project, subject to designation and approval by the Engineer. 6. All blast hose connections shall be tethered and secured to prevent separation during blast cleaning operations, and shall be taped with duct tape prior to pressurizing. All taped connections shall be visually inspected for leaks within five minutes after start of blast cleaning operations and at the end of blast cleaning operations. Leaking connections shall be immediately repaired to prevent further damage. 7. Particle size of abrasives used in blast cleaning shall be that which will produce a 2 mil surface profile or in accordance with recommendations of the manufacturer of the specified coating system to be applied, subject to approval of the Engineer. 8. Abrasive used in blast cleaning operations shall be new, washed, graded and free of contaminants which would interfere with adhesion of coatings and shall not be reused unless specifically approved by the Engineer. Abrasives shall be certified for unconfined dry blasting pursuant to the California Administrative Code, Section 92520 of Subchapter 6, Title 17, and shall appear on the current listing of approved abrasives. Invoices or load sheets confirming above shall be submitted to the Engineer upon request. 9. During blast cleaning operations, caution shall be exercised to ensure existing coatings and paint are not exposed to abrasion from blast cleaning. 10. Blast cleaning from rolling scaffolds shall only be accomplished within confines of interior perimeter of scaffold. Reaching beyond limits of perimeter will be allowed only if blast nozzle is maintained in a position which will produce a profile acceptable to the Engineer. 11. The Contractor shall keep the area of his work in a clean condition and shall not permit blasting materials to accumulate as to constitute a nuisance or hazard to the prosecution of the work or the operation of the existing facilities. Spent abrasives and other debris shall be removed at the Contractor's expense as directed by the Engineer. 12. Blast cleaned and coated/painted surfaces shall be cleaned prior to application of specified coatings/paints via a combination of blowing with clean dry air, brush ing/brooming and/or vacuuming as directed by PAINTING AND COATING 09900-14 the Engineer. Air hose for blowing shall be at least 1/2 -inch in diameter and shall be equipped with a shut-off device. Tests on surfaces of abrasively blast cleaned steel shall be accomplished to detect oil and other contaminants which might be deposited on surfaces. This will include chemical tests or ultraviolet (black light) tests, as required. C. Application Multiple -component coatings shall be prepared using all the contents of each component container as packaged by the paint manufacturer. Partial batches shall not be used. Multiple -component coatings that have been mixed beyond their pot life shall not be used. Small quantity kits for touch- up painting and for painting other small areas shall be provided. Only the components specified and furnished by the paint manufacturer shall be mixed. For reasons of color or otherwise, additional components shall not be intermixed even within the same generic type of coating. 2. Application of the first coat shall follow immediately after surface preparation and cleaning within an eight hour working day. Any cleaned areas not receiving first coat within an eight hour period shall be re- cleaned prior to application of first coat. Coating and paint application shall conform to the requirements of the Society for Protective Coating Paint Application Specification SSPC-PA1, latest revision, for "Shop, Field and Maintenance Painting," the Engineer, the manufacturer of the coating and paint materials printed literature and as specified herein. 4. All coating components shall be mixed in exact proportions specified by the manufacturer. Care shall be exercised to ensure all material is removed from containers during mixing and metering operations. All coatings shall be thoroughly mixed, utilizing an approved slow - speed power mixer until all components are thoroughly combined and are of a smooth consistency. 6. Thinning shall only be permitted as recommended by the manufacturer and approved by the Engineer and shall not exceed limits set by applicable regulatory agencies. a. If the Contractor applies any materials which have been modified or thinned to such a degree as to cause them to exceed established VOC levels, the Contractor shall be responsible for any fines, costs, remedies, or legal action and costs that may result. 7. Each application of coating or paint shall be applied evenly, free of brush marks, sags, runs and no evidence of poor workmanship. Care should be exercised to avoid lapping on glass or hardware. Coatings and paints shall be sharply cut to lines. Finished surfaces shall be free from defects or blemishes. PAINTING AND COATING 09900-15 Protective coverings or drop cloths shall be used to protect floors, fixtures, equipment, prepared surface and applied coatings or paints. Care shall be exercised to prevent coating or paint from being spattered onto surfaces which are not to be coated or painted. Surfaces from which such material cannot be removed satisfactorily shall be refinished as required to produce a finish satisfactory to the Engineer. 9. All welds and irregular surfaces specified by the Engineer shall receive a brush coat of the specified product prior to application of each complete coat. Coating shall be brushed in multiple directions to ensure penetration and coverage, as directed by the Engineer. Care shall be exercised to ensure dry film thickness of coatings and paints do not exceed the maximum thickness allowed by the manufacturer of the specific product being applied. 10. At conclusion of each day's blast cleaning and coating operations, a 6 - inch wide strip of blast cleaned substrate shall remain uncoated to facilitate locating point of origin for successive day's blast cleaning operations. 11. Epoxy coated surfaces or other multi-component materials exposed to excessive sunlight or an excessive time element beyond manufacturer's recommended recoat cycle, shall be scarified by Brush -Off Blast Cleaning (SSPC SP -7) or methods approved by Engineer, prior to application of additional coating or paint. Scarified coating or paint shall have sufficient depth to assure a mechanical bond of subsequent coat. 12. When two or more coats are specified, where possible, each coat shall contain sufficient approved color additive to act as an indicator of coverage or the coats must be of contrasting color. 13. Care shall be exercised during spray operations to hold the spray nozzle perpendicular and sufficiently close to surfaces being coated, to avoid excessive evaporation of volatile constituents and loss of material into the air or the bridging of cracks and crevices. Reaching beyond limits of scaffold perimeter shall not be permitted. All overspray identified by the Engineer shall be removed by hand or pole sanding prior to application of subsequent coat. D. Surfaces Not To Be Painted Unless noted otherwise, the following surfaces shall not be painted and shall be fully protected when adjacent areas are painted. Mortar -coated pipe and fittings 2. Stainless Steel surfaces (excluding stainless steel bolts, nuts, and PAINTING AND COATING 09900-16 washers which shall be painted) Aluminum guardrails and handrails 4. Galvanized pipe supports and ladders Nameplates and grease fittings 6. Aluminum grating 7. Brass and copper pipe E. Protection of Surfaces Not To Be Painted Hardware, lighting fixtures, switch plates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted shall be removed, masked, or otherwise protected. Drop cloths shall be provided to prevent paint materials from falling on or marring adjacent surfaces. Working parts of mechanical and electrical equipment shall be protected from damage during surface preparation and painting process. Openings in motors shall be safely masked to prevent paint and other materials from entering the motors. All masking materials shall be completely removed and surfaces cleaned at completion of painting operations. F. Color Schedule Definitions - At Grade: Facilities that are flush with streets, sidewalks, parking lots, green belts or graded areas. This also includes pipelines and other facilities that are protruding through and are located above finished grade, out of doors and not enclosed by a shelter, cover, vault or housing. Enclosed: Pipeline and other facilities that are located above or below grade and are enclosed within a shelter, covers, or vaults. N/A: Not Applicable. I.D. Mark: System identification marker as described herein. The I.D. Mark shall identify the system of which the facility is a part. 2. Color Guidelines: Unless noted otherwise, surfaces that are to be coated and that require a color designation for any of the following uses, shall be coated to match the colors listed below. Final color selection shall be determined by City Representative. Raw Water System: Facility Enclosed At Grade Airvac Assemblies Light Blue Olive Light MD. Mark PAINTING AND COATING 09900-17 Airvac Covers (metallic only) N/A Olive Light MD. Mark Electric Motors Olive Light Olive Light Electrical Enclosures Factory Finish Olive Light or Factory Finish Hydrants N/A Light Blue Piping Olive Light MD. Mark Olive Light MD. Mark Pressure Vessels Olive Light w/I.D. Mark Olive Light MD. Mark Pump & Pump Bases Olive Light Olive Light Valves (all types) Olive Light Olive Light Valve Can Lids N/A Light blue 4. Identification (I.D.) Mark: Certain facilities listed above to be coated shall have an identification system applied by the Contractor at the Engineer's direction. Vault hatches (coated or uncoated) shall be identified with the Owner's initials and the system the facility serves (recycled water, raw water, potable water, sewer). The identification mark shall be able to stand up to traffic and not pose a tripping hazard. Other facilities listed above that are to be coated and/or provided with an I.D. mark shall receive an Owner supplied identification decal that consists of the Owner's logo, phone number, system identification color, and the system the facility serves. G. Field Touch Ur) of Shop-Armlied Prime Coats Organic Zinc Primer: Surfaces that are shop primed with inorganic zinc primers shall receive surface preparation and a field touchup of organic zinc primer to cover all scratches or abraded areas. Organic zinc primer system shall have a minimum volume solids of 70%. Finish coats shall be in accordance with System No. C-1. Organic zinc primer shall be manufactured by the prime coat and finish coat manufacturer. 2. Other Surfaces: Other surfaces that are shop primed shall receive surface preparation and a field touchup of the same primer used in the original prime coat. H. Dry -Film & Wet -Film Thickness Testina Coating Thickness Testing: Coating thickness specified herein is "dry - film thickness" in mils. Mil thicknesses specified are minimums. Coating thickness specified for steel surfaces shall be measured with a magnetic -type dry -film thickness gage. Dry -film thickness gage shall be provided as manufactured by Elcometer, Mikrotest, Positector, Quanix, or approved equal. For System No. B-4 only, wet -film thickness testing may be used. Wet -film thickness gage shall be provided as manufactured by Tinker and Rasor or approved equal. Coating thickness specified herein is "wet -film thickness" PAINTING AND COATING 09900-18 in mils. Mil thicknesses specified are minimums. Each coat shall be checked for the correct dry -film thickness. Measurement shall not be made until a minimum of eight hours after application of the coating. Non- magnetic surfaces shall be checked for coating thickness by micrometer measurement of cut and removed coupons. Contractor shall repair coating at all locations where coupons are removed. 2. Holiday Testing: The finish coat (except zinc primer and galvanizing) shall be tested for holidays and discontinuities using only the specified high voltage instrument, with a wire brush electrode, at a minimum of 100 volts per mil in accordance with AWWA Standard C203, latest revision. Detector shall be provided as manufactured by Tinker and Rasor, Models AP and AP -W holiday detectors. Repair: If a surface has an improper finish color, insufficient film thickness, or holidays, the surface shall be cleaned and top -coated with the specified paint material to obtain the specified color and coverage. Visible areas of chipped, peeled, or abraded paint shall be hand or power -sanded, feathering the edges. The areas shall then be primed and finish coated in accordance with the specifications. Work shall be free of runs, bridges, shiners, laps, or other imperfections. 4.1 PAYMENT Full compensation for conforming to the requirements of PAINTING AND COATING shall include furnishing all labor, tools, equipment, materials, and incidentals necessary for accomplishing the work complete, and in place and shall be considered as included in the various applicable CONTRACT unit prices, and no additional compensation will be allowed therefor. Payment will be made under: ITEM DESCRIPTION PAY UNIT 14 Core Drilled Stub for Modified Drop Manhole Connection (HOAG Diversion) EA END OF SECTION PAINTING AND COATING 09900-19 APPENDIX B - MISCELLANEOUS AS -BUILT PLANS 1. City of Newport Beach -7 d - ----- 7 7- 7-7�7-�'-...---_i ... 10 15" VC.17 N �E(FOE4'6rANVAFZV MAWHOU5 Fr1r, "Irry OF meu)lrof��T F6PZH 115IT17 A-01 41 FF'62' �-o vw6r. ND"5-33-1 RAN" x PFrA I L, "A ............. 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G . f/ rd G CI-141AI /cz CE'. ,le E' O V,6 EX1671 0 7e I 4,- r 4'O 7-, C 9 1 A e'.i'1Er//L/O 8 " 0 G7,4 ;zlly 'X16r1A16i C0C r CA441VIV254. ,Sr GICr C-OC.46T- C,v 5TL7. 0434-e-. PLUG LSF /,F" C. Wlr 1 <-, T,c*7L.1CT® �LJA1Cr10 r L1CT �' CJTY 0,,=7 lv� Po (i)—COM577–FUC77 C20UOZ-6F ):�?OW CONd+I CT TL) EX1�i sTO.E'M G,q/dV 70 COA1 r 16"1f'CP C2 o) .57®,A�z1Ll ,eA1A1 23 COME T DO' -'1,0L6 -SOW O c- 5AA4f:,64GC (f oc-o. - &�,o love / colv7A01-) /i 1/27/&9 Q5 e 0 TArG 6 4 r 7-0 a�IE�T r10JV A.107,66 2 COAJ67,4(�'4C T ¢ ACI COA.Asr,�uGT " 7"Yf ':<i!' f'�.C. CCJ AJV GurT' � GJTY c�G rvEt�,aoer 8 c,v srr�. t8z -G . crt�ac>l�/Ery d`4dL t�E,'Earil1 Cone Jsr,ucr „ rYPE t-c.c. C .� L:dTY ac, Alm' Pca T lust ucr s' W14D,6 .91 EWAGK CdrY ®f e o r BEACh' SrG>. t -G. CWIM 6,x&x10x,1U lW.W..Nt. PES' A1L !� EMO VE' eX157-1a CArCAI 0d A d E, AJar uCT 6M-1,0e.,E AI,ETAL CLJA ri�.4lL_ aTc�T" C1� C.A L,1,c0 Al1A 0; -ZD- 4-77. LJa rY 7 1i0 rEN1L2 iiE .EXX 15T/C rAddtl/AJC ,A L. G . f/ rd G CI-141AI /cz CE'. ,le E' O V,6 EX1671 0 7e I 4,- r 4'O 7-, C 9 1 A e'.i'1Er//L/O 8 " 0 G7,4 ;zlly 'X16r1A16i C0C r CA441VIV254. ,Sr GICr C-OC.46T- C,v 5TL7. 0434-e-. PLUG LSF /,F" C. Wlr 1 <-, T,c*7L.1CT® �LJA1Cr10 r L1CT �' CJTY 0,,=7 lv� Po (i)—COM577–FUC77 C20UOZ-6F ):�?OW CONd+I CT TL) EX1�i sTO.E'M G,q/dV 70 COA1 r 16"1f'CP C2 o) .57®,A�z1Ll ,eA1A1 23 COME T DO' -'1,0L6 -SOW O c- 5AA4f:,64GC (f oc-o. - &�,o love / colv7A01-) 0 DAiR- e If 4 { NO fi7 d) 27987s -FXP. 3.31 C9ylOF AQ rmirpPKAPKIT Ki 2 19 cRobericBeiil,cWilliamGFi-ost6&c�issociates HOAG CANCER CENTER' SHEET PROFESSIONAL ENGINEERS, PLAN NERS& SURVEYORS 1 PO. BOX 1973914725AlTONPARKWAY, iRVIPiE,CALIF4RP11A9271$ x (71 4) 472-505 191 pp m i 1mA r.,, it 1 t 1 R.C.E. p 1/27/&9 Q5 e 0 TArG 6 4 r 7-0 a�IE�T D Be DESCRIPTION APP'D DATE 0 DAiR- e If 4 { NO fi7 d) 27987s -FXP. 3.31 C9ylOF AQ rmirpPKAPKIT Ki 2 19 cRobericBeiil,cWilliamGFi-ost6&c�issociates HOAG CANCER CENTER' SHEET PROFESSIONAL ENGINEERS, PLAN NERS& SURVEYORS 1 PO. BOX 1973914725AlTONPARKWAY, iRVIPiE,CALIF4RP11A9271$ x (71 4) 472-505 191 pp m i 1mA r.,, it 1 t 1 R.C.E. p APPENDIX C - PRODUCT DATA 1. SJE Rhombus Model 112 Control Panel 2. Grundfos KP 250 1/3 -HP Utility Pump 3. SJE Rhombus PumpMaster Switch 4. SJE Rhombus SignalMaster Switch 5. GF Cone Check Valve Type 561/562 6. Seametrics WMP Series Magmeter 7. Eisel Enterprises Precast 24x36 Pull Box 8. Pacific Grating Molded Grating & Perforated Metal 9. Crouse -Hinds Link -Seal Device 10. Jensen Precast Misc. 48" Manhole Components 11. Myers Stainless Steel Cabinet (Model # MEUGI-ENC) 12. E -Mon D -Mon Class 1000 Single -Phase kWh Meter 4 Single phase, simplex motor contactor control. The Model 112 control panel provides a reliable means of controlling one 120, 208, or 240 VAC single phase pump in pump chambers, sump pump basins, irrigation systems and lift stations. Two control switches activate a magnetic motor contactor to turn the pump on and off. If an alarm condition occurs, an additional alarm switch activates the audio/visual alarm system. 1. Enclosure measures 8 x 8 x 4 inches (20.32 X 20.32 X 10.16 cm). Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable mounting feet for outdoor or indoor use). * Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactor controls pump by switching electrical lines. 3. HOA Switch for manual pump control (mounted on circuit board). 4. Green Pump Run Indicator Light (mounted on circuit board). 5. Float Switch Terminal Block (mounted on circuit board). 6. Alarm and Control Fuses (mounted on circuit board). 7. Alarm and Control Power Indicators (mounted on circuit board). 8. Ground Lug 9. Circuit Breaker (optional) provides pump disconnect and branch circuit protection. STANDARD ALARM PACKAGE 10. Red Alarm Beacon provides 360° visual check of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon. 11. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). Note: NEMA 1 style utilizes an internally mounted buzzer in lieu of horn. 12. Exterior Alarm Test/Normal/Silence Switch allows horn and light to be tested and horn to be silenced in an alarm condition. Alarm automatically resets once alarm condition has been cleared. 13. Horn Silence Relay (mounted on circuit board). NOTE: other options available. AF Entire control system (panel and switches) is UL Listed to meet and/or exceed industry safety standards AF Dual safety certification for the United States and Canada AF Standard package includes three 20' SJE SignalMaster° control switches AF Complete with step-by-step installation instructions AF Five-year limited warranty 34" (86.36cm) Panel Mounting Post (Factory Installed). Includes Simplex Installation Kit (Enclosure upsized to 10" x 8" x 6" (25.4 x 20.32 x 15.24 cm). Max. Enclosure size14" x 12" x 6" (35.56 x 30.48 x 15.24 cm) SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS SEE PRICE BOOK FOR LIST PRICE. Model Shown 1121 W914 C @us LISTED SE Rh bus® PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax email: customer.service@sjerhombus.com www.slerhombus.com 112 MODEL 112 ALARM PACKAGE 0 = select options or no alarm package 1 = alarm package (includes test/normal/silence switch, fuse, red light, horn & float) ENCLOSURE RATING I I = Indoor, NEMA 1 (metal) I W =Weatherproof, NEMA 4X (engineered thermoplastic) STARTING DEVICE 1 = magnetic motor contactor 120/208/240V 9 = magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0-7 FLA 1 = 7-15 FLA 2 = 15-20 FLA 3 = 20-30 FLA (Enclosure Upsize required) PUMP DISCONNECTS 0 = no pump disconnect 4 = circuit breaker 120V (select STARTING DEVICE option 9 above) 120/208/240V (select STARTING DEVICE option 1 above) FLOAT SWITCH APPLICATION H or L = pump down or pump up (select 17 option) X = no floats WITH alarm package WITHOUT alarm package OPTIONS Listedbetow ENCLOSURE UPSIZE - If you selected 3 or more of the * options, or one ** option , a one-time enclosure upsize fee would apply. CODE DESCRIPTION [] 1A Red beacon only / no audio CODE DESCRIPTION (must select 1E if floats included) (] 11C NEMA 1 alarm panel (must select option 6A) (] 1 C Horn only / no visual (] 11D NEMA 4X alarm panel (must select option 6A) (must select 1E if floats included) 0**14B Main disconnect (rotary style, mounted through door, non-fused) Q 1 E Alarm float ** (] 0-20 FLA Q 3A Alarm flasher ** Q 20-30 FLA * 36 Manual alarm reset Q 15A Control / alarm circuit breaker (] **4A Redundant off Q 16A 10' cord in lieu of 20' (per float) (select option 4D if floats included) Q 16B 15' cord in lieu of 20' (per float) (] **4B Red redundant off indicator & alarm Q 16C 30' cord in lieu of 20' (per float) (must select 4A also) Q 16D 40' cord in lieu of 20' (per float) Q 4D Redundant off float Q 17A SJE SignalMaster® / mounting strap 0 (per float) (select 4A option) (select 17 option) Q 17B SJE SignalMasterl / externally weighted 0 (per float) 0 * 5A Thermal cutout/heat sensor auto Q 17C Sensor Float° / internally weighted A (per float) reset (for pumps w/thermal switch leads) 0 17D Sensor Float® / externally weighted A (per float) 0 **5E Seal failure circuit & red indicator (2 wire) 0 17E Sensor Float® Mini / pipe clamp A (per float) (] 6A Auxiliary alarm contact, form C 0 17F Sensor Float® Mini / externally weighted A (per float) (] * 8A Elapsed time meter 0 17J Sensor Float® / pipe clamp A (per float) (] * 8C Event (cycle) counter 0 19T TOA (Test/Off/Automatic) switch and pump run light through (] **9_A Pump overload door mounted specify amperage after number 9 followed by letter "A". 0 19U HOA (Hand/Off/Automatic) switch and pump run light through Example: 912A = 12 amp pump. door mounted **=0-25 FLA 0 19X Door mounted pump run indicator **025-30 FLA 21A SJE PumpMaster° in lieu of on/off switches 0 0 10E Lockable latch - NEMA 4X Q 21B SJE PumpMaster® Plus in lieu of on/off switches 0 0 10E Lockable latch - NEMA 1 Q 21C Super Single® in lieu of on/off switches A 0 * 10F Lightning arrestor (select pump circuit breaker) 0 21D Double Float® in lieu of on/off switches A *10K Anti -condensation heater e 0 Mechanically -activated A Mercury -activated 10P Panel Mounting Post (Factory Installed. Includes Simplex Install. Kit) (Encl. upsized to 10x8x6.Max 14xl2x6) If additional features are required, call the factory for a quote on an Engineered Custom control panel. n A AO PYI r MODEL 112 T 9 1 4 H Alarm Package Enclosure Ratin=Tg Starting Device 4—T Pump Full Load Amps Pump Disconnect Float Switch Application Options: Flasher, Elapsed Time Meter, SJE SionalMaster®/ pipe clamp Technical Data - Utility Pumps Electrical Data Performance Curve H (ft) KP 350 28 KP 250 24 20 16 KP 150 12 8 4- 0 L 0L 0 KP 150, 250, 350 5 10 15 20 25 30 35 40 45 50 55 Q(GPM) Pump Service Maximum Power Input Maximum Locked Rotor Nominal Type HP Factor PH Consumption Voltage Current Current (Amps) Speed (Rpm) (Watts) (Amps) KP150 1/4 1.6 1 115 300 2.9 8.7 3350 KP250 1/3 1.6 1 115 480 4.9 14.5 3350 KP350 1/2 1.6 1 115 800 7.5 21.4 3350 Technical Data Performance Range: • Flow: 0.5 - 62 GPM • Head: 0 - 31 ft. Solids Handling: • 3/8" Spherical Solids Motor Type: • AC Induction • Water/Glycol Filled (SML 2) • Class F Insulation Motor Duty: • Semi -Continuous if fully submerged —Max. 8 hours in a 24 hour period Starts Per Hour: •10 Minimum Liquid Level (Above Bottom of Pump) • Manual Operation: -With Suction strainer: 1.0 inches - Without suction strainer: 0.5 inches • Automatic operation: KP 150, KP 250: 3.5 inches KP 350:4.0 inches 18 G12uNnF05"N pH Range: •4to9 Thermal Protection: • Internal resetting Fluid Temperature Limits: (Totally Submerged) • 32° -122°F (0° - 50°C) Semi -Continuous* • 32° -158°F (0° - 70°C) Intermittent Discharge Size: • 1-1/4" Female NPT Impeller Design: • Semi -Open Maximum Installation Depth Below Water Level: • 30 ft. Approvals: • CSA Approved • UL Listed Length of Power Cord: - 10 or 25 ft. Technical Data - Utility Pumps Dimensional Drawing Dimensions and Weights KP 150, 250, 350 Materials of Construction Description Motor Data D1 Dimensions (Inches) Ship Discharge Pump 304 SS Shaft 431SS Wt. VolShip Bearings Compounded Carbon Seal Rings NBR Power Cord Jacket Neoprene Grommet Neoprene Motor Fluid Water/Glycol Filled (SML 2) Type HP S. F. PH Volts NPT A B C D E F G (lbs.) u. ft KP150 1 1/4 1.6 1 115 1-1/4" 5-7/8 5-7/8 8-7/16 8-7/8 5-9/16 1-3/16 1-1/4 15 1 0.5 KP250 1/3 1.6 1 115 1-1/4" 5-7/8 5-7/8 8-7/16 8-7/8 5-9/16 1-3/16 1-1/4 16 0.5 KP350 1/2 1.6 1 115 1-1/4" 5-7/8 5-7/8 8-11/16 9-1/8 5-9/16 1-3/16 1-1/4 18 0.5 Materials of Construction Description Material Pump Housing 304 SS Strainer 304 SS Impeller 304 SS Shaft 431SS Fasteners, Wear Plate, Lock Nut, Washer 304 SS Bearings Compounded Carbon Seal Rings NBR Power Cord Jacket Neoprene Grommet Neoprene Motor Fluid Water/Glycol Filled (SML 2) GRUNnFOS°`% 19 Mechanically -activated, wide-angle pump switch designed for performance and dependability. These mechanically -activated, wide-angle switches provide automatic control of pumps in: • Water • Sewage applications These pump switches are not sensitive to rotation or turbulence allowing them to be used in both calm and turbulent applications. GENERAL SPECIFICATIONS • Flexible SJOW, water-resistant (CPE) cable C o • High impact, corrosion resistant, PVC float housing ...a SA® • Temperature rating up to 601 C (1401 F) LR54245 • Maximum water depth of 14 meters (46 feet) or 138 kPa (20 psi) "°' H�raulic • IPX8 enclosure rating • Float dimensions: 7.75 cm diameter x 9.04 cm long (3.05 inch x 3.56 inch) • Adjustable pumping range of 18 to 91 cm (7 to 36 inches) • Heavy-duty contacts • UL Recognized, CSA certified Note: These switches must be used with pumps that provide integral thermal overload protection. MODEL SPECIFIC SPECIFICATIONS SJE -O pump float Voltage 50 Hz/60 Hz Single Phase I Maximum Pump Running Current Maximum Pump Starting Current 125/250 VAC I 13 amps 85 amps Cable: 16 gauge, 2 conductor SJE .o PLUS pump float Voltage 50 Hz/60 Hz Single Phase Maximum Pump Running Current 125/250 VAC Maximum Pump Starting Current 125/250 VAC 15 amps 16 gauge, 3 conductor 85 amps Cable: 14 gauge, 2 conductor SJE -O SPDT pump float Voltage 50 HV60 Hz Single Phase Maximum Pump Running Current Maximum Pump Starting Current 125/250 VAC I 13 amps 85 amps Cable: 16 gauge, 3 conductor Can be wired to operate in either pump down (normally open) or pump up (normally closed) applications. (Single Pole, Double Throw) SEE BACK SIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. Pump Down / ON position contacts / M CLOSED on/off ramp steel ball II '' �' I �- 1W&E bus, PC Box 1708, Detroit Lakes, MN 56502 Phone: +1 218 847 1317 email: customer.service@sjerhombus.com www.sjerhombus.com D.9 -nmmu O a 03 y 'a Q.� �o aU. Mechanically -activated, wide-angle pump switch designed for performance and dependability. ORDERING INFORMATION Pump Down is normally open contacts for emptying. Pump Up is normally closed contacts for filling. SJE PumpMaster° SPDT pump switch has 3 conductors for pump down and pump up operation. SEE INTERNATIONAL PRICE BOOK FOR LIST PRICING. OPTIONS Bagged Packaging is standard. Piggy -Back Plug - North American standard plug. Options are available for SJE PumpMaster° and SJE PumpMaster° Plus pump switches. Please contact the factory. D.10 R#ASE rj)U S www.sjerhombus.com customer.service@sjerhombus.com 9500196B ©SJE-Rhombus 11/17 SJE -O Pump Float PART NUMBER DESCRIPTION I I SHIPPING WEIGHT Pump Down Pump Up Cable Length Mounting Device 1003981 1003982 3 Meters Mounting Clamp 0.58 kg 1006663 1006664 3 Meters Cable Weight 1.42 kg 1003923 1003924 5 Meters Mounting Clamp 0.79 kg 1006665 1006666 5 Meters Cable Weight 1.63 kg 1005529 1005530 6 Meters Mounting Clamp 0.88 kg 1006667 1006668 6 Meters Cable Weight 1.73 kg 1003925 j 1003926 10 Meters Mounting Clamp 1.33 kg 1006669 1006670 SJE PART NUMBER 10 Meters Cable Weight -o PLUS Pump Float DESCRIPTION 2.17 kg SHIPPING WEIGHT Pump Down Pump Up Cable Length Mounting Device 1003983 I 1003984 3 Meters Mounting Clamp 0.70 kg 1003931 1003932 5 Meters Mounting Clamp 0.93 kg 1005531 1005532 6 Meters Mounting Clamp 0.88 kg 1003933 1003934 SJE PART NUMBER Normally Open or Normally Closed 10 Meters Mounting Clamp -o SPDT Pump Float DESCRIPTION Cable Length Mounting Device 1.52 kg SHIPPING WEIGHT 1004673 3 Meters Mounting Clamp 0.68 kg 1004674 3 Meters Cable Weight 1.52 kg 1004675 5 Meters Mounting Clamp 0.89 kg 1004676 5 Meters Cable Weight 1.72 kg 1004677 6 Meters Mounting Clamp 0.99 kg 1004678 6 Meters Cable Weight 1.83 kg 1004679 10 Meters Mounting Clamp 1.41 kg 1004680 10 Meters Cable Weight 2.25 kg Pump Down is normally open contacts for emptying. Pump Up is normally closed contacts for filling. SJE PumpMaster° SPDT pump switch has 3 conductors for pump down and pump up operation. SEE INTERNATIONAL PRICE BOOK FOR LIST PRICING. OPTIONS Bagged Packaging is standard. Piggy -Back Plug - North American standard plug. Options are available for SJE PumpMaster° and SJE PumpMaster° Plus pump switches. Please contact the factory. D.10 R#ASE rj)U S www.sjerhombus.com customer.service@sjerhombus.com 9500196B ©SJE-Rhombus 11/17 4' SJE RHOMBUS. SJE PumpMaster® and SJE PumpMaster® Plus Quick Fit Pump Switches installation Instructions SJE-Rhombus® wide angle pump switches are designed to provide automatic control of pumps in water and sewage applications. Mechanically activated Mechanically activated pump switch for direct pump switch for direct control of pumps in: control of pumps in: AF Sewage 1 Sewage AF Water i — ■ Water U.S. Patent Nos. 5,087,801 & 5,142,108 U.s. Patent Nos. 5,087,807 & 5,142,108 tether 3.5 6 10 14 18 22 24 tether 3.5 6 10 14 18 22 24 length min length min. pumping 7 10 16 22 28 33 36 pumping 7 10 16 22 28 33 36 range range 1 The float and piggyback plug are separate to allow for quick It installation by routing the float cord through conduit and heat shrink, then attaching the piggyback plug by inserting the quick connect terminals and applying the protective heat shrink. PREVENTATIVE MAINTENANCE • Periodically inspect the product. Check that the cable has not become wom or that the housing has not been damaged so as to impair the protection of the product. Replace the product immediately if any damage is found or suspected. • Periodically check to see that the float is free to move and operate the switch. • Use only SJE-Rhombus' replacement parts - SJ E -R H OM B U S" warrants arts. SJE-RHOMBUS®warrants to the original consumer that this product shall be free of manufacturing defects for five years after the date of consumer purchase. During that time period and subject to the conditions set forth below, SJE-RHOMBUS®will repair or replace, for the original consumer, any component which proves to be defective due to defective materials or workmanship of SJE-RHOMBUS®. ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT MUST BE PERFORMED BY A LICENSED ELECTRICIAN. THIS WARRANTY DOES NOT APPLY: [A] to damage due to lightning or conditions beyond the control of SJE-RHOMBUS®; (B) to defects or malfunctions resulting from failure to properly install, operate or maintain the unit in accordance with printed instructions provided; [C] to failures resulting from abuse, misuse, accident, or negligence; (D) to units which are not installed in accordance with applicable local codes, ordinances, or accepted trade practices, and [E] to units repaired and/or modified without prior authorization from SJE-RHOMBUS®. Some states do not allow limitations on how long an implied warranty lasts, so the above limitation may not apply to you. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state. TO OBTAIN WARRANTY SERVICE: The consumer shall assume all responsibility and expense for removal, reinstallation, and freight_ Any item to be repaired or replaced under this warranty must be returned to SJE-RHOMBUS®, or such place as designated by SJE-RHOMBUS®. ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. SJE-RHOMBUS® SHALL NOT, IN ANY MANNER, BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES AS A RESULT OF A BREACH OF THIS WRITTEN WARRANTY OR ANY IMPLIED WARRANTY. NOTICE! Products returned must be cleaned, sanitized, or decontaminated as necessary prior to shipment to ensure that employees will not be exposed to health hazards in handling said material. All applicable laws and regulations shall apply. ITT ELECTRICAL SHOCK HAZARD Disconnect power before installing or servicing this product. A qualified service person must install and i ; s . ,> Do not use with flammable liquids. Install in accordance with ANS IINFPA 70. Suitable for intrinsically horizontal is NOT equal to pumping range below service this product according to applicable electrical �� usage with safe circuit defined by UL 698A_ and plumbing codes_ a guide. Pumping ranges are based on testing in extensions as aureoollow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSIINFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. For detailed specifications on this product, or for the complete line of SJE-Rhombusll panel, alarm, and switch products, visit our web -site at www.sjerhombus.com. 1. Determine the required cord tether length according to product specifications on the front page and as shown in Figure A. 2. Place the cord into the clamp as shown in Figure B. 3. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figure B. Note: Do not install cord under hose clamp. 4. Tighten the hose clamp using screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. Note: All hose clamp components are made of 18-8 stainless steel material. See your SJE-Rhombus® supplier for replacements. Figure A plugger box rtp plug piggyback plug heat shrink 1 Electrical outlet must be located in an enclosure providing strain relief such as a plugger box. 1 Electrical outlet voltage, piggy -back plug voltage, and pump voltage must match. 1. Fallow steps 1 through 4 of "Mounting The Switch.' 2. Route the float cable into a plugger box. 3. Slide heat shrink onto the float cable and connect piggy -back plug by fully inserting the quick connect terminals. 4. Move the heat shrink so that it is centered over the splice connection as shown in Figure C. Warning - Not installing heat shrink as defined in steps 4-5 introduces safety hazards and may result in serious injury, electric shock, or death. Prang I Figure C 5. Using a heat gun or torch, gradually apply heat to the heat shrink until it shrinks and fits snugly to the cable outer jacket, and quick connect terminals. The heat shrink is lined with adhesive. When properly installed, there should be a small amount of adhesive squeezed out at each end. CAUTION - Take care not to burn the heat shrink or cable jacket during this process. 6. Insert the piggy -back plug into the outlet. 7. Plug the pump into the piggy -back plug as shown in figure A. 8. Check the installation. Allow system to cycle to insure proper installation. Figure B 3.5 inch (8 cm) minimum tether length tether length can effect switch operation and will reduce the fatigue lire of the cable. f> SJE RHOMBUS 22650 County Highway 6 j P.O. Bax 1708 j Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) AF Phone: 218-847-1317 Ar Fax: 218-847-4617 1 E-mail: customer.service@sjerhombus.com Instl. Instr. PN 103677OF ®SJE-Rhombus 02118 Due to weight of cable, pumping range above horizontal is NOT equal to pumping range below horizontal. Use values published on front page as a guide. Pumping ranges are based on testing in Iengeif<i non -turbulent conditions. Range may vary due to wafer temperature and cord shape. Note. As the tether length increases, so does the variance of the pumping range. Prang I Figure C 5. Using a heat gun or torch, gradually apply heat to the heat shrink until it shrinks and fits snugly to the cable outer jacket, and quick connect terminals. The heat shrink is lined with adhesive. When properly installed, there should be a small amount of adhesive squeezed out at each end. CAUTION - Take care not to burn the heat shrink or cable jacket during this process. 6. Insert the piggy -back plug into the outlet. 7. Plug the pump into the piggy -back plug as shown in figure A. 8. Check the installation. Allow system to cycle to insure proper installation. Figure B 3.5 inch (8 cm) minimum tether length tether length can effect switch operation and will reduce the fatigue lire of the cable. f> SJE RHOMBUS 22650 County Highway 6 j P.O. Bax 1708 j Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) AF Phone: 218-847-1317 Ar Fax: 218-847-4617 1 E-mail: customer.service@sjerhombus.com Instl. Instr. PN 103677OF ®SJE-Rhombus 02118 Mechanically -activated, narrow -angle float switches designed to activate pump control panels and alarms. This narrow -angle sensing device is used to accurately monitor liquid levels in: • Water • Sewage applications The SJE SignalMaster° control switch is not sensitive to rotation. Normally Open Model (high level) The control switch turns on (closes) when the switch tips slightly above horizontal sig- naling a high level, and turns off (opens) when the switch drops slightly below horizon- tal. Normally Closed Model (low level) The control switch turns on (closes) when the switch tips slightly below horizontal sig- naling a low level, and turns off (opens) when the switch tips slightly above horizontal. SPDT = Single Pole Double Throw GENERAL SPECIFICATIONS • 125/250 VAC, 50/60 Hz, 5 Amps • Flexible SJOW, water-resistant (CPE) cable L • High impact, corrosion resistant, polypropylene float housing LI LR54245 • Temperature rating up to 600 C (140° F) • Maximum water depth of 9 meters (30 feet) or 90 kPa (13 psi) Hydraulic • IPX8 enclosure protection • Float dimensions: 7.0 cm diameter x 12.3 cm long (2.74 inch x 4.83 inch) • Suitable for Category II installations • Protected by double insulation • UL Listed, CSA certified, *CE units available upon request Note: These switches are not recommended for controlling electrical loads less than 100 milliamps, 12 VAC, or for non -arcing electrical loads. MODEL SPECIFIC SPECIFICATIONS Cable: 1 18 gauge, 2 conductor Cable: 1 18 gauge, 3 conductor Can be wired to operate in either normally open or normally closed applications. (Single Pole, Double Throw) SEE BACK SIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. Normally Open / ON position contacts CLOSED steel ball Normally Closed / OFF position contacts OPEN steel ball IM&EbU S PO Box 1708, Detroit Lakes, MN 56502 Phone: +1 218 847 1317 email: customer.service@sjerhombus.com www.sjerhombUS.com E.7 Mechanically -activated, narrow -angle float switches designed to activate pump control panels and alarms. ORDERING INFORMATION SJE PART NUMBER -I Control Float DESCRIPTION SHIPPING WEIGHT Normally Open Normally Closed Cable Length Mounting Device 1006075 I 1006080 I 3 Meters Mounting Clamp 0.75 kg 1006085 1006090 3 Meters Cable Weight 1.23 kg 1006076 1006081 5 Meters Mounting Clamp 0.66 kg 1006086 1006091 5 Meters Cable Weight 1.42 kg 1006077 1006082 6 Meters Mounting Clamp 0.76 kg 1006087 1006092 6 Meters Cable Weight 1.52 kg 1006078 1006083 10 Meters Mounting Clamp 1.14 kg 1006088 1006093 PART NUMBER Normally Open or Normally Closed 10 Meters Cable Weight DESCRIPTION Cable Length Mounting Device 1.91 kg SHIPPING WEIGHT 1006111 I 3 Meters Mounting Clamp 0.54 kg 1006116 I 3 Meters Cable Weight 1.30 kg 1006112 5 Meters Mounting Clamp 0.78 kg 1006117 5 Meters Cable Weight 1.54 kg 1006113 6 Meters Mounting Clamp 0.90 kg 1006118 6 Meters Cable Weight 1.66 kg 1006114 10 Meters Mounting Clamp 1.37 kg 1006119 10 Meters Cable Weight 2.14 kg Normally Open (High Level) Operation - The control switch closes (turns on) when the switch tips slightly above horizontal signaling a high level, and opens (turns off) when the switch drops slightly below horizontal in water or sewage applications. Normally Closed (Low Level) Operation - The control switch closes (turns on) when the switch drops slightly below horizontal signaling a low level, and opens (turns off) when the switch tips slightly above horizontal in water or sewage applications. SJE SignalMaster° SPDT pump switch has 3 conductors for normally open or normally closed operation. SEE INTERNATIONAL PRICE BOOK FOR LIST PRICING. OPTIONS Bagged Packaging is standard. =o U� E.8 www.sjerhombus.com customer.service@sjerhombus.com 9500207B ©SJE-Rhombus 11/17 4� SIE RHOMBUS. Control Switch Installation Instructions SJE-Rhombus° narrow -angle control switches accurately monitor liquid levels in water and sewage applications. These switches are designed to activate pump control panels and alarms. / Mechanically -activated. / Control differential of 1.5 inches above or below horizontal. / Not sensitive to rotation. / Mounting options: mounting clamp or cable weight. / Mercury -activated. / Suitable for use with an intrinsically safe circuit.** / Not sensitive to rotation. / Mounting options: mounting clamp, internal or cable weight. **Contact SJE-Rhombus for specific intrinsically safe applications. / Mechanically -activated. / Control differential of 1.5 inches above or below horizontal. / Not sensitive to rotation. / Mounting options: mounting clamp or cable weight. / Mercury -activated. / Narrow angle float switch in a small float housing. / Suitable for use with an intrinsically safe circuit.** / Not sensitive to rotation. / Mounting options: mounting clamp or cable weight. **Contact SJE-Rhombus for specific intrinsically safe applications. PREVENTATIVE MAINTENANCE • Periodically inspect the product. Check that the cable has not become worn or that the housing has not been damaged so as to impair the protection of the product. Replace the product immediately if any damage is found or suspected. • Periodically check to see that the float is free to move and operate the switch. • Use only SJE-Rhombus® replacement parts. • The Sensor Float® and Sensor Float® Mini control switches contain mercury and MUST be recycled or disposed of according to local, state, and federal codes. Five -Year Limited Warranty. For complete terms and conditions, please visit www.sjerhombus.com. NOTICE! Products returned must be cleaned, sanitized, or decontaminated as necessary prior to shipment to ensure that employees will not be exposed to health hazards in handling said material. All applicable laws and regulations shall apply. r ELECTRICAL SHOCK HAZARD s EXPLOSION OR FIRE HAZARD Disconnect power before installing or servicing this Do not use with flammable liquids. product. A qualified service person must install and v r, Install in accordance with ANSI/NFPA 70. service this product according to applicable electrical « Suitable for usage with intrinsically safe circuit and plumbing codes. extensions as defined by UL 698A. Failure to follow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSI/NFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. For detailed specifications on this product, or for the complete line of SJE-Rhombus® panel, alarm, and switch products, visit our web -site at www.sjerhombus.com. WARNING: Do not install switch in direct line of incoming liquid. 1. Place the cord into the clamp as shown in Figure C. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using screw- driver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Wire switch as shown in Figure D. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18-8 stainless steel material. See your SJE-Rhombus° supplier for replacements. Figure A SJE SignalMasterl and SJE Signal Master"' SPDT II 3.5 inch approximate activation (9 cm) level of 1.5 inches tether length (4 cm) above or below horizontal Figure D Determine desired activation level. Suspend switch and cable weight at desired activation level as shown in Figure E. Wire switch as shown in Figure D. Check installation. Allow system to cycle to insure proper operation. To adjust cable weight tether length: 1. Release clip. 2. Adjust cable weight to desired position 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure B Normally Or r '1 vniv Normally ClosedNormally Closed G L1 G Li CONNECTIONS L CONNECTIONS ' CONNECTIONS rAAhE 11 DRY 01 MAGE IN DRY G Itif L1 MADE IN DRY 1: iS.��_.-�N nOA''FR �. = JUNCTION POATR JUNCnON ao,..•BOX SOURCE BOX F era F LOAD Q'),' `YI�i _C:'.D 'r ;'r'.\,•r�,\,•n1e� Ir�BuEate EQAD 'fi'�5.:�;. Nous :.nsulai:• ----j--=-j----' niactc wire on - ` led ware un G Ems. i.1 G L �1 S?DT models C L-� SPs7T models ra'tIn 230 VAC installations, one side of the line going to the load is always Q. This condition exists if the switch is on or off. Install double pole disconnect on all 230 VAC circuits. On SPDT Models, insulate unused red or black wires with wire nut. Wire can become electrically hot Ensure cable connections are performed in a dry junction box or other watertight seal that seals both conductors and cable jacket. Failure to do so could result in electrical shock hazard and/or J4r water traveling down cable and entering the switch. Failure to guard against this may affect switch performance. SENSOR FLOAr CONTROL SWITCH ONLY 1. Determine desired activation level as shown in Figures A and B. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure F. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire switch as shown in Figure D. 4. Check installation. Allow system to cycle to insure proper operation. Figure C 3,5 inch (9 cm) tether length Figure E removable clip d 0 _- cable weight approximate 3.5 inch activation level (9 cm) of 1.5 inches tether length (4 cm) above or below horizontal Figure F 7,r -=r- 7 inches (18 cm) approximate activation level y ,> SJE RHOMBUS,. 22650 County Highway 6 / P.O. Box 1708 / Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) / Phone: 218-847-1317 / Fax: 218-847-4617 www.sjerhombus.com / E-mail: customer.service@sjerhombus.com Instl. Instr. PN 1011974P @SJE-Rhombus 02/18 Sensor FloaO and Sensor Float® Mini AAA_i 3.5 inch approximate activation (9 cm) level of .5 inches tether length (1 cm) above or below horizontal Normally Or r '1 vniv Normally ClosedNormally Closed G L1 G Li CONNECTIONS L CONNECTIONS ' CONNECTIONS rAAhE 11 DRY 01 MAGE IN DRY G Itif L1 MADE IN DRY 1: iS.��_.-�N nOA''FR �. = JUNCTION POATR JUNCnON ao,..•BOX SOURCE BOX F era F LOAD Q'),' `YI�i _C:'.D 'r ;'r'.\,•r�,\,•n1e� Ir�BuEate EQAD 'fi'�5.:�;. Nous :.nsulai:• ----j--=-j----' niactc wire on - ` led ware un G Ems. i.1 G L �1 S?DT models C L-� SPs7T models ra'tIn 230 VAC installations, one side of the line going to the load is always Q. This condition exists if the switch is on or off. Install double pole disconnect on all 230 VAC circuits. On SPDT Models, insulate unused red or black wires with wire nut. Wire can become electrically hot Ensure cable connections are performed in a dry junction box or other watertight seal that seals both conductors and cable jacket. Failure to do so could result in electrical shock hazard and/or J4r water traveling down cable and entering the switch. Failure to guard against this may affect switch performance. SENSOR FLOAr CONTROL SWITCH ONLY 1. Determine desired activation level as shown in Figures A and B. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure F. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire switch as shown in Figure D. 4. Check installation. Allow system to cycle to insure proper operation. Figure C 3,5 inch (9 cm) tether length Figure E removable clip d 0 _- cable weight approximate 3.5 inch activation level (9 cm) of 1.5 inches tether length (4 cm) above or below horizontal Figure F 7,r -=r- 7 inches (18 cm) approximate activation level y ,> SJE RHOMBUS,. 22650 County Highway 6 / P.O. Box 1708 / Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) / Phone: 218-847-1317 / Fax: 218-847-4617 www.sjerhombus.com / E-mail: customer.service@sjerhombus.com Instl. Instr. PN 1011974P @SJE-Rhombus 02/18 • I :�lil VA41 i General • Size: 3/8"-4" • Material: PVC, CPVC, PROGEF° Standard PR ABS, SYGEF° Standard PVDF • Seals: EPDM, FPM • Spring: 304 stainless steel • End Connection: Solvent cement socket, threaded, flanged, fusion spigot, fusion socket Key Certifications • FDA CFR 21 177.1520: PP • FDA CFR 21 177.2600: EPDM and FPM • FDA CFR 21 177.1550: PTFE • USP 25 Class VI (physiological non-toxic): PP • ABS: All materials Optional Features • Strainer: Foot valve applications, PVC only • Spring: Nimonic 90, Halar coated SS 304 • End Connection: Alternatives available upon request • Cleaned: Silicone free/oil free Sample Specification The Type 561/562 Cone Check Valve shall be true union and fully serviceable. The Type 561 shall be used in vertical appli- cations only. The Type 562 shall be used in both horizontal and vertical applications. The cone shall be stabilized by a guide rod. The carrier shall be adjustable and reverse threaded. The valve nut threads shall be of buttress type. All elastomeric seals shall be of like material. ANSI flanged versions shall meet ANSI B16.5 1501b standards. All valves shall be tested in accordance to IS09393 and designed to IS016137 standards. All valves shall be manufactured under IS09001 for Quality and IS014001 for Environmental Management. Following assembly, every valve shall be tested and certified bubble tight exceeding Class VI standards. PVC valves shall meet ASTM D1784 cell classification 12454 standards. CPVC valves shall meet ASTM D1784 cell classification 23447-B standards. PP valves shall meet ASTM D5847-14 cell classification PP051 OB66851 standards. ABS valves shall meet ASTM D3965 cell classification 42222 standards. PVDF valves shall be type 1, grade 2 according to ASTM D3222 standards. Valves of all materials shall be RoHS compliant. +GF+ 75 Components �,rio�flaa I61o�! Key Design Features The Type 561/562 Cone Check Valves are designed to optimize the flow path through the valve. The streamlined cone decreases resistance and significantly improves Cv when com- pared to traditional ball check valves. The internal geometry of the valve body features smooth transitions and radii, the contour is designed to direct media around the cone in order decrease pressure loss. Technical Data System Conditions The following information is based on water applications at 68° F Valve Components Part Description Material 1 .... Valve nut PVC CPVC, PP ABS or PVDF .... .... ... ........ 2 Valve end PVC CPVC PP PPn, ABS PE or PVDF 3 Face seal EPDM or FPM 4 Carrier ... PVC CPVC, PP ABS or PVDF ... ... ... . . 5 Cone seal ..... EPDM or FPM ..... ...... ..... .- 6 Backup ring PVC, CPVC, PP ABS or PVDF 7Cone 32 PVC CPVC, PP-TV20, ABS or PVDF 8 Spring 304 Stainless steel 9 Valve body PVC, CPVC, PP, ABS or PVDF The Type 562 Cone Check Valves are designed for both vertical and horizontal applications. A spring is seated between the cone and the guide to allow the valve to properly seal in appli- cations where a traditional ball check valve would not. The cone is stabilized by a guide rod, which maintains a cone's position at full stroke, preventing rattling and decreasing the potential for damage. Size (inch) d (mm) 561 Cracking (psi) 562 Cracking (psi) 561 Sealing (psi) 562 Sealing (psi) Full Stroke (gpm) 3/a16 Density (9/cm3) 0.04 0.41 2.9 1.45 2.11 1/2 20 0.04 0.41 2.9 1.45 2.38 3/4 25 0.04 0.44 2.9 1.45 3.43 1 32 0.07 0.44 2.9 1.45 4.76 11/4 40 0.07 0.51 2.9 1.45 9.25 11/2 50 0.15 0.58 2.9 1.45 18.49 2 63 0.29 0.73 2.9 1.45 26.42 21/2 75 0.36 0.87 2.9 1.45 31.70 3 90 0.44 0.87 2.9 1.45 44.91 4 110 0.44 0.87 2.9 1.45 66.05 Cracking pressure is amount of pressure on the inlet side of the valve required to unseat a closed valve and allow media to begin to pass through the valve. Sealing pressure is the amount of pressure on the outlet side of the valve required to seat an open valve and seal it so no media can pass through. The full stroke flowrate is the volume of media required to maintain the ideal position of the cone in order to optimize the valve's performance. Cone Density Material Density (9/cm3) PVC 1.38 CPVC ................................................................................................................................................................................................................................................... 1.50 PP-TV20 (PPh with 20% Talc) 1.05 ABS 1.03 PVDF 1.78 It is not recommended to use Type 561/562 Cone Check Valves in applications in which the media is of greater density than the cone. This will cause the cone to float, thus interfering with the valve's ability to seal properly. PP-TV20 cone used in PP valves. 76 +GF+ Pressure Temperature Curves The following graphs are based on a 25 year lifetime water or similar media application PVC CPVC 240 IL 0 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 18 Temperature (°F) pp ABS 16 150 135 120 SDR11 Fusion y 105 a y 90 Threaded/Flanged N 75 N d a` 60 SDR17 Fuslon 45 30 15 0 20 40 60 80 100 120 140 160 180 200 Temperature (°F) PVDF 240 225 225 210 195 Temperature Range (°F) Max Pressure (psi) _.. PVC 180 165 Socket .._......... CPVC............................................................._32 t.o...176 ....... 150 135 135 150* 120 105 ......... .._ ....... _... ........ 40 to 140 .... ..... 120 105 ThreatletllFlangetl 90 232* 75 60 45 30 15 0 210 195 180 165 Socket •yl 150 a 135 d � 120 eN 105 d 90 Threaded/Flanged a 75 60 45 30 15 -20 20 60 100 140 180 220 260 300 Temperature (°F) Cv Value Size (inch) d (mm) 16 ............................ 20 ...........................1 25 ...........................1 32 ............................ 40 ............................ 50 ............................ 63 ...........................1 75 ............................ 90 ............................ 110 Cv (gal/min) 13 ................................................... 13 ................................................... 26 ................................................... 32 ................................................... 59 ................................................... 75 ................................................... 115 ................................................... 204 ................................................... 248 ................................................... 286 Temperature (°F) 150 Temperature Range (°F) Max Pressure (psi) _.. PVC __ 32 to 140 232* .._......... CPVC............................................................._32 t.o...176 ....... ..... 232* ..... .... ....... 135 32 to 176 150* ..... ...... ABS ..... ......... .._ ....... _... ........ 40 to 140 .... ..... 120 105 PVDF -4 to 284 232* 90 75 so 45 30 15 V-60 -40 -20 0 20 40 60 80 100 120 140 160 Temperature (°F) Pressure -Temperature Material Temperature Range (°F) Max Pressure (psi) _.. PVC __ 32 to 140 232* .._......... CPVC............................................................._32 t.o...176 ....... ..... 232* ..... .... ....... PP 32 to 176 150* ..... ...... ABS ..... ......... .._ ....... _... ........ 40 to 140 .... ..... ........... ........ ...... ._.._.. 150 PVDF -4 to 284 232* *Dependant on end connection as shown in P -T curves Vacuum Service Type 561/562 Cone Check Valves are conditionally rated for vacuum service. Please consult GF with application details before commissioning. +GF+ 77 Dimensions The following tables are shown in millimeters unless otherwise specified R All Materials Metric Socket PVC/CPVC Metric IR/Butt Threaded NPT 9 ANSI Flanged d (mm) L z L Size L z L Size D4 (inch) D5 (inch) Threaded NPT 16 93 ANSI Flanged - - (inch) d (mm) D - (inch) L - z L z L D1 (inch) D4 (inch) D5 (inch) R (inch) 3/a 16 50 0.63 3/a 105 77 67 98 69 - 189 - - - - 1/2 ............._.._........_..........._..........._ 20 .......................... 50 ..........................................._............................._.._.._..........._.._......._..................._...... 1/2 105 83 61 98 _.._.._..........._.._.._.............._.._........._.._............_.._......................................_.._........._.._............_.._......................._ 65 149 0.71 3.5 2.38 0.5 ........_.._.._... 0.57 ... ... ... ... ... 3/4 ................................................................................ 25 58 ........................................................................................................................................................................_........................................................................._.................................................................................................................. 3/4 121 0.63 ......... ... ...... 70 111 74 165 191 3.88 2.75 0.5 0.58 1 32 68 0.87 1 133 117 76 127 82 184 261 4.25 3.13 0.5 0.66 11/4 ............................................................................... 40 84 ........................................................................................................ 11/4 154 - 90 ................................... 147 .................................................................................................................................................................................................. 98 206 1.02 4.63 3.5 0.5 0.69 .................................... 11/2 50 97 426 11/2 164 0.75 94 157 110 221 305 5 3.88 0.5 0.76 2 ................_.._........_........... 63124 _......._..._ .......................... 0.75 ...... ... 2 .......... ... ........._._........_.._.._..........._..........._.._.._..........._.._......._.._............................................................._.._........._.._............_.._........._.._........._.._ 183 107 183 135 251 6 4.75 ._........._.._........._.._............_.._........._.._........._........._.._.._................... 0.63 0.82 21/2 75 166 21/2 23 .. ......... ......... ......... ......... ......._ ......... ...... ......... ......... ........... 3 90 200 3 254 151 255 175 343 7.5 6 0.63 1.02 4 110 238 4 301 174 302 214 397 9 7.5 0.63 1.11 PP ABS Metric Socket Metric IR/Butt Threaded NPT ANSI Flanged Metric Socket L z L e L z L D1 D4 D5 R d(mm) (inch) (inch) (inch) (inch) d (mm) L z 16 93 ....._ .. 67 ......... - ......... - 96 71 - - - - ._ _.."..". - ......._ 16 92 ......... 64 ".." ... .......... ... .... 20 .......................................................................................................................................................................................................................................................................................................................................................... 95 66 130 1.9 99 64 166 3.74 2.36 0.63 0.63 20 .................................................................................................................. 95 64 25 109 77 143 2.3 111 76 177 4.13 2.76 0.63 0.67 25 110 72 32 ... ......... 119 ......... 83 ......... 150 ......... 2.9 ......... 127 ......... 83 ......... 191 4.53 ......... 3.11 0.63 ......... 0.71 .......... 32 ......... ......... 123 ......... 79 ............ 40 135 99 171 3.7 146 100 209 5.51 3.5 0.63 0.79 40 146 94 50 ........ ... ........ ..... 147 105 191 4.6 ........... ...._......._........ .... .... ........ ......._.... _.._......._......._............._... ........ .............._ ... ........ .... ............ ... ............. .................................. _.._..........._.._............. ... .......... ... .......... ... .... 63 .......................................................................................................................................................................................................................................................................................................................................................... 168 117 220 5.8 183 134 253 6.5 4.76 0.75 0.94 63 .................................................................................................................. 183 107 75 233 167 266 6.8 - - 416 7.28 5.51 0.75 1.02 75 233 144 90 ......... 254 .......... 180 ......... 264 ......... 8.2 ......... - ......... - ......... 414 ......... 7.87 5.98 0.75 ........ ......... 1.06 .......... 90 ......... ......... 254 ......... 151 ............ 110 301 215 301 10.0 - - 451 9.02 7.48 0.75 1.1 110 301 174 171 1] a 78 +GF+ Metric Socket Metric IR/Butt Threaded NPT 9 ANSI Flanged d (mm) L z L e L z L D1 (inch) D4 (inch) D5 (inch) R (inch) 16 93 67 - - 96 69 - - - - - 20 95 66 130 1.9 99 64 174 3.74 2.36 0.63 0.63 25 109 77 143 1.9 111 76 189 4.13 2.76 0.63 0.67 32 119 83 150 2.4 127 83 199 4.53 3.11 0.63 0.71 40 ......... 135 ......... ......... 99 ..... .... 171 ......... ......... 2.4 146 ......... ........ 101 ......... ......... 235 5.51 ......... ......... 3.5 ......... 0.63 ......... ... ...... 0.79 ........... 50 147 105 191 3.0 157 111 243 5.91 3.86 0.63 0.87 63168 117 220 3.0 183 135 261 6.5 4.76 0.75 0.94 75 233 167 270 3.6 - - 426 7.28 5.51 0.75 1.02 90 254 180 265 4.3 - - 426 7.87 5.98 0.75 1.06 110 301 215 305 5.3 - - 487 9.02 7.48 0.75 1.1 78 +GF+ WM P -Series PLASTIC -BODIED MAGMETER Features • No moving parts • Minimal straight pipe required • Battery powered • Built-in rate & total indicator • Corrosion resistant • Pulse output (WMP101 only) UIN nobstructed Flow Contact Your Supplier 3 inch 1 inch (Sol'we_ameincs Precision Flow Measurement An ON/CON Brand The WMP-Series is a full -bore, plastic -bodied electromagnetic flow meter designed for flow and usage monitoring applications in 1, 2 and 3 inch pipe. The polypropylene flow tube offers corrosion resistance to a wide range of chemicals and fertilizers. It is light weight and easy to install or remove from the pipe for inspection. With no moving parts, the magmeter permits unobstructed flow, minimizing flow disturbances and straight pipe requirements. The WMP- Series can be used in piping configurations where there is little space between the meter and an elbow or valve. The WMP-Series is resistant to wear from sand and debris found in ground or surface water. Since there are no bearings or propeller to wear out, maintenance and repair costs are kept to a minimum and it tolerates high flows without damage. A hinged polyethylene cover is included that protects from dust and UV rays, while permitting easy access to the flow rate and total display. The electronics housing can be fitted with cross -drilled screws and seal wire for tamper -evidence. Flow rate and total can be displayed in a variety of units, customer -selected and factory -set. The WMP101 is externally powered via a 5 -pin connector cable (20ft/6m) which also provides pulse output for use with a variety of Seametrics and other displays and controls for remote reading, data logging, pulse -to - analog conversion, and telemetry applications. The WMP104 is a battery-operated unit for use when pulse output is not required. The standard batteries are user replaceable with an approximate 1 year life depending on usage. An extended battery life option offers an estimated 2-4 year life depending on usage. In the event of DC power loss, or when changing batteries, the WMP will retain internal settings and flow total. 000i:zooa '": 253.872.0284 seametrics.com WMP-Series PLASTIC -BODIED MAGMETER Features Polyethylene protective cover LCD rate and total indicator Powder -coated diecast aluminum electronics housing Cross -drilled screws (2) for tamper -evidence 316SS electrodes Corrosion -resistant glass -filled polypropylene Lightweight for easy handling Specifications* Seametrics Seametrics Fitting Kit for 2 & 3 inch model Pipe Size 1, 2, or 3 inch full port Fittings 1 inch NPTF, 2 or 3 inch flange clamps with 2 or 3 inch NPTF fitting kit Pressure 150 psi or 10.3 bar working pressure @ 70` F Operating Temperature Range Operating: 10° to 130" F (-12" to 54" C), Non-operating: -40" to 176" F (-40" to 80° C) Accuracy ±1 % of reading (between 10% and 100% of maximum flow) +3% of reading (between cutoff and 10% of maximum flow) Flow Range Minimum 1": 2.3 gpm (0.145 Vs) 2": 6 gpm (0.38 I/s) 3": 14 gpm (0.88 Vs) Maximum 1": 110 gpm (6.94 I/s) 2": 300 gpm (18.9 I/s) 3": 670 gpm (42.3 I/s) Materials Body Glass -filled polypropylene Electrodes 316 stainless steel Electronics Housing Power coated diecast aluminum Display Cover Polyethylene Display Digits Rate Total 6 8 Units Gallons/Minute, Million Gallons/Day, Cubic Feet/Second, Cubic Feet/Minute, Liters/Second, Liters/Minute, Million Liters/Day, Cubic Meters/Minute, Cubic Meters/Hour Acre -Feet, Acre -Inch, Gallons, Gallons x 1000, Cubic Feet, Liters, Megaliters, Cubic Meters, Cubic Meters x 1000 Security Cross -drilled screws and tamper -evident seal (optional) Power WMP101 10-30 Vdc @ 60 mA maximum (15 mA average) Note: Using an unregulated power supply > 18 Vdc may damage the meter due to AC line input voltage fluctuation. WMP104 6 - AA 1.5V lithium cells, replaceable. Estimated life is 1 year depending on usage (standard) 2 - C 3.6V lithium batteries, replaceable. Estimated life is 2-4 years depending on usage (extended battery life opt) Pulse Output Signal (WMP101 only) Current sinking pulse, opto-isolated, 32 Vdc maximum @ 10mA maximum Pulse Rate Low Frequency (-PxU) 1 unit/pulse out, pulse width of 10 ms, depending on unit selection (WIY1P101 only) High Frequency (-HF) Pulse/Gal Pulse/Liter 1" 2" 3" Pulse width 1.1 ms, min—max frequency, 3-150 Hz 80 30 13 21.14 7.93 3.44 Empty Pipe Detection Hardware/software, conductivity based Conductivity >20 microSiemens/cm Environmental NEMA 3X, IP64 Electrical Connection (wMP101 only) 5 -pin male circular connector, mates to industry standard cable *Specifications subject to change • Please consult our website for current data (seametrics.com). 253.872.0284 Page 2 seametrics.com WMP-Series PLASTIC -BODIED MAGMETER Dimensions Dimensions shown without the Seametrics WMP Fitting Kit. 1 Inch 2 Inch 9.50" Straight Pipe Recommendations Minimal straight pipe required between elbows. For other piping configurations, see instruction manual or consult factory. Flow Range Seametrics 3 Inch 1" 2" 3" Gal/Min Liter/Sec Gal/Min Liter/Sec Gal/Min Liter/Sec Minimum 2.3 0.145 6 0.38 14 0.88 Maximum 110 6.94 300 18.9 670 42.3 253.872.0284 Page 3 seametrics.com WMP-Series PLASTIC -BODIED MAGMETER How to Order Seametrics MODEL SIZE OPTIONS UNITS External Power = WMP101 1" = -100 Tamper -evident seal, Rate Tota/ screws, and wire = -32 Gal/Min = GPM Gal = G = Battery Power WMP104 2" _ -200 Extended Battery Life = -133 Liters/Sec = LPS Gal x 1000 = GT 3" = -300 (WMP104Only) Liter/Min = LPM Cubic Feet = CF *High frequency output = -HF (WMP101 Only) Cu Ft/Sec =CFS Acre Inch = Al BSP fittings = -93 Cu Ft/Min = CFM Acre Feet = AF Cu Met/Min = CMM Liter = L Cu Met/Hr = CMH Mega Liters = ML Mil Gal/Day = MGD Cubic Meters = CM Mil Lit/Day = MLD Cu Met x 1000 = CMT *See specifications for default. Consult factory for additional units. ACCESSORIES Remote 4-20 mA (analog) signal = A055W (-HF Option Required, WMP101 Only) Remote Rate and Total Indicator (DC powered) = FT430W (-HF Option Required, WMP101 Only) Remote Rate and Total Indicator (Loop powered) = FT440W (-HF Option Required, WMP101 Only) Remote Data Logger = DL76W (WMP 101 Only) 2" Fitting Kit, FNPT Flange Clamps = 101222 2" Fitting Kit, BSP Flange Clamps = 102203 3" Fitting Kit, FNPT Flange Clamps = 102073 3" Fitting Kit, BSP Flange Clamps = 102204 Seametrics • 19026 72nd Avenue South • Kent, Washington 98032 • USA LT -65650290r2.020180417 (P) 253.872.0284 • (F) 253.872.0285 • 1.800.975.8153 • seametrics.com 4/17/18 lei 4►14:L141►110*. iI_IID]0FTTId1_1tllN:&I GENERAL INFORMATION The WMP-Series is a full -bore, plastic -bodied electromagnetic flow meter designed for flow and usage monitoring applications in 1, 2 and 3 inch pipe. The polypropylene flow tube offers cor- rosion resistance to a wide range of chemicals. Its light weight and easy to install or remove from the pipe for inspection. With no moving parts, the magmeter permits unobstructed flow, minimizing flow disturbances and hence, straight pipe require- ments. The WMP-Series can be used in piping configurations where there is little space between the meter and an elbow or valve. The WMP-Series, like other magmeters, are resistant to wear from sand and debris found in ground or surface water. Since there are no bearings or propeller to wear out, downtime and maintenance and repair costs are kept to a minimum. Because there are no mechanical parts in the flow stream, the meter tolerates high flows without damage. The hinged, opaque polyethylene cover protects from dust and UV rays, while permitting easy access to the LCD flow rate and total display. The electronics housing is made of rugged pow- der -coated die-cast aluminum. It can be fitted with cross -drilled screws and seal wire for tamper -evidence. Flow rate and total can be displayed in a variety of units, customer -selected and factory -set. The WMP-Series is used for tracking flow rate and total flow in usage monitoring applications, for instance, in compliance with regulatory requirements. These would include wells, industrial FEATURES Polyethylene protective cover LCD rate and total indicator Powder -coated die cast -aluminum electronics housing Cross -drilled screws (2) for tamper -evidence 316SS electrodes Corrosion -resistant glass -filled polypropylene body Lightweight for easy handling 1 wastewater, gray water, irrigation metering, turf and landscape applications, and other water reclamation operations. In the event of DC power loss, or when changingthe battery, the WMP is designed to retain the internal settings and flow total. The WMP101 is externally powered via a 5 -pin connector and the power cable also provides pulse output for use with a variety of Seametrics and other displays and controls for remote reading, data logging, pulse -to -analog conversion, and telemetry applications. The WMP104 is a battery-operated unit for use when pulse output is not required. The standard batteries are user replaceable with an approximate 1-2 year life depending on usage. An extended battery life option offers an estimated 2-4 year life depending on usage. 2 inch Seametrics Fitting Kit for 2 and 3 inch models SPECIFICATIONS* Pipe Size 1, 2 or 3 inch full port Fittings 1 inch NPTF, 2 or 3 inch flange clamps with 2 or 3 inch NPTF fitting kit Pressure 150 psi or 10.3 bar working pressure @ 70° F Operating Temperature Range 10" to 130° F (-12° to 54° C) operating, -40° to 176° F (-40" to 80" C) non-operating Accuracy +/-1% of reading (between 10% and 100% of max flow) +/-3% of reading (between cutoff and 10% of max flow) Flow Range Minimum 1 inch: 2.3 GPM (.145 LPS) 2 inch: 6 GPM (.38 LPS) 3 inch: 14 GPM (.88 LPS) Maximum 1 inch: 110 GPM (6.94 LPS) 1 2 inch: 300 GPM (18.9 LPS) 3 inch: 670 GPM (42.3 LPS) Materials Body Glass -filled polypropylene Electrodes 316 stainless steel Electronics Housing Diecast aluminum, powder -coated Display Cover Polyethylene Display Digits Rate Total 6 8 Units Gallons/Minute, Cubic Feet/Second, Acre -Feet, Acre -Inch, Gallons, Gallons x 1000, Cubic Feet/Minute, Liters/Second Cubic Feet, Liters, Megaliters, Cubic Meters Liters/Minute, Cubic Meters/Minute Security Cross -drilled screws and tamper -evident seal (optional) Power WMP101 10-30 Vdc @ 60 mA max (15 mA average) NOTE: Using an unregulated power supply >18 Vdc may damage the meter due to AC line input voltage fluctuation WMP104 6 each AA alkaline cells, replaceable. Estimated life is 1-2 years depending on usage (standard) 2 each C lithium batteries, replaceable. Estimated life is 2-4 years depending on usage (Extended battery life option) Pulse Output Signal (WMP101 only) Current sinking pulse, opto isolated, 32 Vdc max at 10 mA max Pulse Rate (WMPso1 only Low Frequency (-PxU) 1 unit/pulse out, pulse width of 10ms depending on unit selection High Frequency (-HF) Pulse/Unit 1" 2" 3" Pulse width 1.1 ms, min - max frequency, 3 -150 hz 80 30 13 Empty Pipe Detection Hardware/software, conductivity -based Conductivity >20 microSiemens/cm Environmental NEMA 4X standard Electrical Connection (WMP101 Only) 5 pin male circular connector, mates to industry standard cable DIMENSIONS Power/Output Cable - WMP1010nly *Specifications subject to change • Please consult our website for current data (www.seametrics.com) 1 Inch 7 2.03" FNM FLOW RANGE, INSTALLATION FLOW RANGE V 2" 3„ Gal/Min Liter/Sec Gal/Min Liter/Sec Gal/Min Liter/Sec Minimum 2.3 .145 6 .38 14 .88 Maximum 110 6.94 300 18.9 670 42.3 INSTALLATION Piping Conditions. Installing the meter with a length of straight pipe at least two times the diameter upstream and one diameters downstream is highly recommended. Some piping conditions require more than this. See chart for rec- ommendations. End Connections. The meter comes with BanjoTM union -type flange connections for ease in servicing the meter. To con- nect these to piping ends, a variety of kits are available from any Banjo dealer or from Seametrics. Follow the diagram below to make the connections. r �t, lamps es Step 3. Place screw -clamps over both adapter and meter flanges and tighten screws NOTE: Above installation instructions are for WMP101/104-200 (2") and WMP101/104-300 (3") only. The WMP101/104- 100 (1") is provided with intergrated NPT female threaded ends. Position. This is an all position meter which can be installed either vertically or horizontally, register up, down or angled. How- ever, entrained air or solids may make some positions preferable to others. See the position diagram for guidance. WMP Electrode moved from top by rotating meter Intermittent air bubbles miss electrode Electrodes free from sediment build-up Recommended: May prevent sediment or bubble problems 3 WMP :ermittent air bubbles pass over electrode Possible sediment build-up Less Ideal: Air bubbles and sediment on the electrodes can affect accuracy STRAIGHT and FULL PIPE RECOMMENDATIONS (X = diameter) Reduced Pipe Elbows Expanded Pipe 2X-11 x� 1 -0- 5X � � O O b b WMP WMP WMP Recommended: Keep pipe full at meter WMP O b Recommended: Keeps pipe full at meter for accuracy WMP J Recommended: Allows air to bleed off Swirling Flow: Partially Open Butterfly Valve 1X 5X O b WMP Allows air pockets to form at meter WMP b Not Ideal: Post -valve cavitation can create air pocket Not Ideal: Air can be trapped WMP 4 ELECTRICAL CONNECTIONS, CABLE CONNECTIONS and OPERATION ELECTRICAL CONNECTIONS WMP104. The WMP104 is battery -powered totally self-con- tained and does not require any electrical connections (there is no output on the WMP104 model). CABLE CONNECTIONS Gray: Pin 5 = Ground Black: Pin 4 = (-) Power Blue: Pin 3 = (+) Pulse White: Pin 2 = (-) Pulse Brown: Pin 1 = (+) Power Shield Drain Wire OPERATION WMP101. A connector is provided on the outside of the WMP101. To connect to the meter, plug the cable in and hand tighten the retaining threads. Follow the diagram to make connections. If you are usingthe pulse output, connect power first and determine that the meter is working properly by observing the display. Then connect the pulse output. Grounding (WMP101). For best performance, especially in chemically noisy environments, the gray ground wire and the bare drain wire should be connected together and to a good earth ground as close to the meter as possible. Metal pipe and fittings in contact with the fluid should also be bonded to the same earth ground with corrosion -resistant connections. Display. The display reads flow rate and accumulated total, in the units for which it was ordered. The top line is total, the bottom line is rate, and indicators give the units (ac -ft, GPM for instance.) Empty or partially -full pipe is automatically de- tected and is indicated by a reading of " - EP - ". Battery. The standard batteries are user replaceable with an approximate 1-2 year life depending on usage. An extended battery life option offers an estimated 2-4 year life depending on usage. On the battery -powered WMP104 there is a low - battery indicator ("low bat") when the battery voltage drops below a certain point. Batteries should be changed within four weeks of the appearance of this indicator. 4y MAINTENANCE, REPAIR and TROUBLE SHOOTING MAINTENANCE AND REPAIR There are no user -serviceable parts in the WMP-Series me- ters except the batteries in the WMP104. Battery Replacement. When the "low bat" indicator appears, the batteries should be changed. Either six each AA alkaline cells are required, or two each C lithium cells with integrat- ed wiring harness, depending on power option ordered with meter. To change the batteries, first remove the four screws which hold the top cover in place. Be careful not to lose the washers. Move the top cover to one side and remove the foam retainer which covers the battery tray or pack. > For units with AA alkaline batteries, remove the old batteries from the battery tray, and replace them with fresh ones, tak- ing care to follow the polarity indicators in the battery tray. TROUBLE SHOOTING Problem Blank display: WMP101 Blank display: WMP104 Reading "-EP-" Flow but no flow rate reading Probable Cause No power to unit Batteries dead or misinstalled Empty or partly filled pipe Excessive air pockets or foaming Heavily coated electrodes > For units with the optional C lithium batteries, carefully un- plug each of the two battery wiring harness connectors. Slip the batteries out from under the elastic retainer, and replace them with the new batteries. Reconnect each of the two wir- ing harness connectors. The connectors are indexed for cor- rect installation. Replace the foam retainer, then put the top cover back in place. Warning! Use Extreme Caution not to pinch wiring or other assembly parts underthe housingseal -this may cause an ingress of water, voidingthe product warranty. Replace the four screws and washers, then tighten them securely using cross -pattern to evenly compress the gasket. Environmental and Safety note - take care to dispose of all batteries in ac- cordance with Federal, State, and Local regulations. Try... Check power supply Check wiring Check polarity, replace batteries Rearrange piping to ensure full pipe Remove meter and wipe electrodes 1.1 Seametrres Seametrics Incorporated • 19026 72nd Avenue South • Kent, Washington 98032 • USA (P) 253.872.0284 • (F) 253.872.0285 • 1.800.975.8153 • www.seametrics.com LT -65200337-012714 1/27/2014 LTNUERPRISES L INC. PRECAST CONCRETE PRODUCTS 714 South Fee Ana St., Placentia, CA 92870-6705 (714) 993-1706 • FAX (714) 993-6197 EXCAVATION 36" Min. x 48" Min. x depth INSTALLATION Pull box to be placed on 6" of compacted base to insure uniform distribution of soil pressure on floor. 24x 36 Pull Box Series Open Bottom 24" x 36" I.D. REINFORCEMENT Traffic use H-20-44 bridge loadin SPECIFICATIONS Concrete to be class "A" (3,000 P.S.I.) minimum. 8" x 11" knock( each end PARKWAY COVER 90 lbs. TRAFFIC COVER 160 lbs. )P SECTION 300 lbs. GRADE RING r 18" 810 lbs. ..,,.,.,..��t each side 18" PULL BOX 654 lbs. COVERED GRATING Covered molded fiberglass grating includes an integral 1/8" grit surface fiberglass plate molded to the top of any molded grating panel. Covered grating offers a strong, level surface for foot or cart traffic and provides higher stiffness values than that of open mesh grating. Type"W" hold down fasteners are recommended to secure covered grating panels to structural supports in order to eliminate potential warping of the plate. Smooth surface fiberglass plate is optional. FIBERGLASS GRATING GRATING LEGS Specially designed legs for 1-1/2" deep, square mesh molded grating are manufactured to provide sturdy sup- port for elevated flooring. All fixed -height and adjustable legs support flooring for heights up to 60 inches. (Cross bracing is required for flooring elevated more than 24 inches.) Available grating legs include: (A) FIXED -HEIGHT LEGS W/ SINGLE HEAD - For supporting grating up to 60" above level concrete floor. (B) FIXED -HEIGHT LEGS W/ DOUBLE HEADS - For connecting adjoining panels. (C) ADJUSTABLE -HEIGHT MINI LEGS - For raising grating 2- 3/4" to 9" above uneven concrete floor. (D) ADJUSTABLE -HEIGHT LEGS W/ SINGLE HEAD - For uneven floors designed to be screw -adjusted from atop the elevat- ed floor. (E) ADJUSTABLE -HEIGHT LEGS W/ DOUBLE HEADS - For join- ing and supporting panels above non -level concrete floor. For details on specifying height, spacing and place- ment, contact Grating Pacific and request Fibergrate bul- letin #300. MULTIGRID SCREENING A multi-purpose lightweight fiberglass screen, 1/2" thick Multigrid' can be used for a wide range of industri- al, commercial and institutional applications including anti-skid flooring, machinery guards, fencing, space dividers in factories and warehouses and cages for tools, equipment and animals. Corrosion -resistant Multigrid' is available with a 2" square mesh pattern in 4' x 12' panels (15' is available on special request). Resin system options include ViCorr, IFR, FGI (for food service areas) and Corvex. Standard colors, which correspond to the resin system, include orange, green, light gray and yellow. FRP CONCRETE CURB ANGLE CONCRETEFRP "b Pultruded fiberglass rein- "b" DIMENSION forced plastic (FRP) embedment 1" 1-1/2" 1-1/2" CA -1515 curb angle provides a secure and 1-1/2" 2" CA -2015 2" durable seat for grating over °d° concrete trenches and pits. Manufactured from corrosion resistant, gray vinyl ester, fire retardant resin, curb angles are < pultruded with a built-in contin- uous anchor that securely locks the angle into the con- crete pour. CONCRETEFRP GRATING DEPTH CATALOG NUM- ..d" DIMENSION "b" DIMENSION 1" CA -1015 1" 1-1/2" 1-1/2" CA -1515 1-1/2" 1-1/2" 2" CA -2015 2" 1-1/2" FIBERPLATE FiberPlate sets the standard for high performance structural panel. A rugged fiberglass structural plate with a molded -in, grit top surface, FiberPlate is designed for use in applications where durability and long, maintenance -free life is critical. As a flooring, FiberPlate is usually installed over structural members, or over existing grating, to provide a solid walkway or to extend the life of a high traffic area. FiberPlate can also be bolted directly to structural beams and used as a wall panel that is resist- ant to corrosive splash. FiberPlate is manufactured from the same wide range of resins and colors as our molded grating products line. Available plate thickness is 1/8", 1/4". 3/8", 1/2" and 3/4" and plate sizes range from 3'-0" x 10'-0" to 4'-0" x 12'-0". Cut to size pieces are similarly available. RM: EGRATING PACIFIC Service. Quality. Reliability. SEALING KITS To maintain corrosion resistance and structural integrity, all exposed ends of fiberglass grating or compo- nents should be resin sealed after cutting. Grating Pacific offers premium vinyl ester resin sealing kits for its full range of grating products. www.gratingpacific.com MOLDED FIBERGLASS GRATING Molded Fiberglass Grating is designed to provide the ultimate in reliable performance, even in the most demanding conditions. This advanced grating is proven superior in applications requiring bidirectional strength, corrosion resistance and long, maintenance -free life. Available in either standard concave or optional grit - top walking surfaces, Molded Fiberglass Grating offers out- standing skid -resistance for added worker safety. Molded grating is available in either square or rectan- gular mesh, providing optimal customer selection. A pre- mium product, molded grating combines fiberglass rov- ings with thermosetting resin to form a strong, one piece molded panel. Significantly lighter than metallics, Molded • CORROSION RESISTANT • IMPACT RESISTANT • MAINTENANCE FREE • LIGHTWEIGHT • SKID RESISTANT • LONG SERVICE LIFE • UV RESISTANT • NON CONDUCTIVE • EASY TO INSTALL • EASY TO FABRICATE • UL CLASSIFIED MOLDED GRATING RESIN SYSTEMS Fiberglass Grating is easy to install. Th square mesh pattern of molded grat- ing allows efficient cutting of the panels so that a variety of flooring layouts can be accommodated with a minimum of grating waste. Rectangular mesh molded is often used for walkways and trench cov- ers in many industrial applica- tions. SPECIALLY FORMULATED RESIN MIX- TURES ARE COMBINED WITH CONTINU- OUS FIBERGLASS STRANDS, OR ROV- INGS, IN MANUFACTURING HIGH PER- FORMANCE MOLDED GRATING. Grating Pacific offers its Fibergrate Molded Grating line in a choice of five resin systems, assuring a resin system suited to the unique requirements of each customer application. MCORR (ORANGE OR GRAY) — A superior resin available only from Fibergrate, ViCorr was developed for reliable performance in the toughest environments. This propri- etary resin system formulation is the most chemically -resistant available today, offer- ing outstanding resistance to a wide range of highly corrosive environments, ranging from caustic to acidic. In fact, no other resin system can match ViCorr's performance in highly acidic environments. Offers an ASTM E-84 flame spread rating of 15 or less. ViCorr is also available in a UL Classified resin formulation. IFR (GREEN) — IFR is designed for industrial and chemical processing applications where corrosion resistance is important. This isophthalic polyester resin formulation offers a flame spread rating of 20 or less per ASTM E-84. IFR is also available in a UL Classified resin formulation. XFR (GRAY) — This highly corrosion resistant resin is recommended for use where fire potential is high. This proprietary resin carries a flame spread rating of 10 or less, a level exceeded by no other resin system. FGI (LIGHT GRAY) — USDA -accepted for food processing applications, this isophthalic polyester resin system meets the unique requirements of the food and beverage industry. FGI carries a flame spread rating of 20 or less. CORVEX (YELLOW, GREEN OR GRAY) — An economical polyester grating, Corvex outper- forms a number of competitive fiberglass products and meets the requirements for corrosion resistance found in light industrial and water/wastewater applications. This grating also offers a low flame spread rating of 25 or less. For assistance in selecting the resin most appropriate for your environment, con- sult the Chemical Resistance Guide on page 42 of this catalog. STOCK 1" DEEP 1" DEEP 1-1/2" DEEP 2" DEEP RECTANGULAR MESH SQUARE MESH SQUARE MESH SQUARE MESH 3'-0" x 10'-0" 3'-0" x 10'-0" 3'-0" x 10'-0" 4'-0" x 12'-0" 4'-0" x 8'-0" 4,-0" x 8'-0" 4'-0" x 8'-0" 4'-0" x 12'-0" 4'-0" x 12'-0" 5'-0 x 10'-0" ALL MATERIAL IS READILY AVAILABLE CUT TO SIZE WITH ENDS PROPERLY RESIN SEALED. Fiberglass Grating shall be one piece construction, Fibergrate Molded Fiberglass by Grating Pacific, 3651 Sausalito Street, Los Alamitos, CA 90720, (800) 321-4314. Molded grating shall be fire retardant, 1-1/2" deep (1", 1-1/2" or 2"), SQUARE mesh (square or rectangular for 1" deep, square for 1-1/2" or 2" deep), manufactured with ViCORR PREMIUM VINYL ESTER resin (ViCorr Premium Vinyl Ester, IFR Isophtalic Polyester, XFR, FGI Isophtalic Polyester or Convex Polyester). Grating shall be supplied with CONCAVE (standard concave or optional grit surface) skid -resistant walking surface. All cut or sanded surfaces shall be sealed with resin prior to installation. Grating shall be fastened to supporting structure with type fasteners (see below). CLIP ASSEMBLIES FOR MOLDED GRATING Grating Pacific offers specially designed attachments and clips, both to fasten panels together and to secure them to support structures. All clips are made of Type 316 Stainless Steel and are available in 1", 1-1/2" and 2" sizes. TYPE M HOLD DOWN CLIPS — Used to secure panels to a support using two adjacent grat- ing bars for a secure fit. TYPE J HOLD DOWN CLIPS — For use in securing grating panels to support frames. TYPE G HOLD DOWN CLIPS — Designed to attach grating to any structural member flange, 3/4" or smaller in thickness, with no drilling required. TYPE F END PANEL CLIP — Provides a simplified method for joining side bars of panels that are butted end to end. TYPE W — Designed to secure covered grating or FiberPlate to a structure. TYPE M TYPE J TYPE G TYPE F TYPE W ®PHOENIX, AZ LOS ALAMITOS, CA TRACY, CA WOODBURN, OR SEATTLE, WA TEL (888) 936-9201 TEL (800) 321-4314 TEL (800) 491-7999 TEL (800) 942-4041 TEL (800) 243-3939 FAX (623) 936-9550 FAX (562) 598-2740 FAX (209) 832-6311 FAX (503) 980-2068 FAX (206) 575-6455 MOLDED GRATING LOAD TABLES THE FOLLOWING LOAD TABLES WERE DEVELOPED IN STRICT CONFORMANCE WITH THE FIBERGLASS LOAD/DEFLECTION CRITERIA PRESENTED ON PAGE 41 OF THIS CATALOG. U - UNIFORM IN LBS. PER S0. FT., C - CONCEN- TRATED LINE LOAD IN LBS. PER FT. OF WIDTH, P - CONCENTRATED POINT LOAD -LBS., 4U - UNIFORM LOAD DEFLECTION IN INCHES, AC - CONCENTRATED LINE LOAD DEFLECTION IN INCHES, AP - CONCENTRATED POINT LOAD DEFELECTION IN INCHES. DEEP RECTANGULAR 1-1/2" 1-1/2" DEEP, 1-1/2" X 1-1/2" SQUARE MESH ❑ ❑ ❑ ❑ ❑ ❑ ❑ LOAD BAR CROSS BAR 1„ 1" DEEP, 1" X 4" RECTANGULAR MESH N LOAD BAR CROSS BAR 1-1/2" 70% WIDTH CENTERS A 1/4" + 4" MAX, RECOMMENDED SPAN LOAD BAR OPEN BAR CENTERS AREA 1-1/2" 1/4", 1" 69% 1" 1/4"* CONVEX IFR/FGI . ► i ~ WEIGHT/SQ. FT. J 2067 2.5 LBS. CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SO. FT. CORVEX MAX. RECOMMENDED SPAN ULTIMATE 1417 3850 8000 1580 4U <.01 .01 .03 .04 .07 .14 .28 919 CAPACITY (INCHES) 50 100 200 300 500 1000 2000 CORVEX IFR/FGI VI-CORR 2567 12" AU <.01 <.01 <.01 .01 .02 .05 .09 2367 2367 4628 10155 527 AC <.01 .01 .02 .02 .04 .08 - 1183 1183 2314 5350 Ac .02 .03 .07 .10 .17 .33 - AU .01 .02 .04 .07 .11 .22 .44 1052 1052 2057 4756 18" AC .01 .02 .05 .07 .12 .23 - 789 789 1543 3567 453 4P <.01 .01 .02 .03 .06 .11 .22 - - - - 1540 AU .04 .07 .15 .22 .37 .73 - 592 592 1157 2675 24" Ac .03 .06 .12 .18 .30 .59 - 592 592 1157 2675 36" 4P .01 .02 .05 .07 .12 .24 .49 - - - - 4P .02 .03 .06 .09 .15 .30 - 4U .08 .17 .34 .51 .85 - - 379 379 740 1712 30" AC .05 .11 .22 .32 .54 - - 473 473 926 2140 405 4P .02 .05 .09 .14 .23 .45 2286 129 4P .02 .04 .09 .13 .22 .44 - - - - AU .16 .32 .65 .97 1.61 - - 263 263 514 1189 36" AC .09 .17 .34 .52 .86 - - 394 394 771 1783 - 4P .04 .07 .14 .21 .35 .71 - - - - - AU .42 .84 1.68 2.53 - - - AU .33 .66 1.32 1.98 - - - 193 193 378 873 42" AC .15 .30 .60 .90 1.51 - - 338 338 661 1529 - 4P .05 .11 .21 .32 .53 - - - - - - DEEPSQUARE 1-1/2" 1-1/2" DEEP, 1-1/2" X 1-1/2" SQUARE MESH ❑ ❑ ❑ ❑ ❑ ❑ ❑ LOAD BAR CROSS BAR WIDTH CENTERS 1/4" 1-1/2" ❑ ❑ ❑ ❑ ❑ ❑ ❑ N LOAD BAR OPEN CENTERS AREA 1-1/2" 70% H y t WEIGHT/SQ. FT. 3.75 LBS. CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SQ. FT. MAX, RECOMMENDED SPAN ULTIMATE OPEN AREA BAR 1-1/2" 70% 1-1/2" 1/4", CAPACITY (INCHES) 50 100 200 300 500 1000 2000 CONVEX IFR/FGI VI -CORK OPEN 1211 AU <011 <01 <01 .01 .02 .04 .07 2067 2833 7700 10420 CORVEX OC <.O1 <.O1 .01 .02 .03 .05 .11 1033 1417 3850 8000 1580 4U <.01 .01 .03 .04 .07 .14 .28 919 1259 3422 6947 18" OC .01 .02 .03 .05 .08 .15 .30 889 944 2567 5333 702 AP <.01 <.01 .01 .02 .03 .06 .13 - - - - 527 4U .02 .04 .06 .12 .21 .42 - 517 708 1925 4000 24" Ac .02 .03 .07 .10 .17 .33 - 517 708 1925 4000 395 4P <.01 .01 .02 .03 .06 .12 .23 - - - - 395 4U .05 .09 .18 .27 .46 .91 - 331 453 1232 2560 30" OC .03 .06 .12 .18 .29 .59 - 413 567 1540 3200 253 4P .01 .02 .04 .06 .10 .20 494 1141 30" AC .09 .18 .35 .53 .88 - - 316 AU .10 .20 .40 .59 .99 - - 230 315 856 1778 36" AC .05 .11 .21 .32 .53 1.06 - 344 472 1283 2667 176 4P .02 .03 .06 .09 .15 .30 - - - - - 263 AU .17 .34 .69 1.03 1.72 - - 169 231 629 1306 42" OC .08 .16 .32 .47 .79 1.58 - 295 405 1100 2286 129 4P .02 .04 .09 .13 .22 .44 - - - - - 226 4U .28 .56 1.13 1.70 - - - 129 177 481 1000 48" AC .11 .23 .45 .68 1.13 - - 258 354 963 2000 - 4P .03 .06 .12 .18 .29 .58 - - - - - AC .04 .07 .14 .22 .36 - AU .42 .84 1.68 2.53 - - - 102 140 380 790 54" AC .15 .30 .60 .90 1.50 - - 230 315 856 1778 - 4P .04 .07 .15 .22 .37 - - - - - - 1" DEEP SQUARE MESH DEEPSQUARE 1" DEEP, 1-1/2" X 1-1/2" SQUARE MESH LOAD BAR ❑ 1:11:1 CROSS BAR WIDTH CENTERSE w1:1 N 1/4" # 1-1/2" ❑ LOAD BAR CENTERS OPEN AREA BAR 1-1/2" 70% 1-1/2" 1/4", CENTERS WEIGHT/SQ. FT. = 2.5 LBS. OPEN CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SQ. FT. MAX. RECOMMENDED SPAN ULTIMATE INCHES) 50 100 200 300 500 1000 2000 CORVEX I IFR/FGI VI -CORK CAPACITY 12" AU <.01 <.01 .01 .02 .04 .08 .16 1580 1580 3065 6770 FT. AC <.Ol .01 .03 .04 .06 .13 - 790 790 1543 3567 CLEAR SPAN AU .02 .04 .08 .11 .20 .38 - 702 702 1371 3170 18" AC .02 .04 .08 .12 .20 .41 - 527 527 1028 2378 CAPACITY OP <.Ol .01 .03 .04 .07 .14 .27 - - - - 6267 AU .06 .12 .25 .37 .64 - - 395 395 771 1783 24" 4C .05 .10 .20 .30 .49 - - 395 395 771 1783 625 AP .01 .03 .05 .08 .13 .26 .53 - - - - - AU .14 .27 .55 .82 - - - 253 253 494 1141 30" AC .09 .18 .35 .53 .88 - - 316 316 617 1427 AP .03 .05 .10 .15 .26 .52 - 400 1003 1003 3344 AU .31 .62 1.24 1.85 - - - 176 176 343 793 36" 4C .16 .33 .66 .99 1.65 - - 263 263 514 1189 - AP .03 .07 .14 .20 .34 .68 - - - - - 278 AU .49 .98 1.97 - - - - 129 129 252 582 42" AC .23 .45 .90 1.35 - - - 226 226 441 1019 AP <.Ol .01 .03 .04 .07 .15 OP .06 .12 .23 .35 .59 - - - - - - E -GRATING PACIFIC Service. Quality. Reliability. www.gratingpacific.com DEEPSQUARE 2" 2" DEEP, 2" X 2" SQUARE MESH ❑ ❑ ❑ ❑ ❑ N LOAD BAR CROSS BAR WIDTH CENTERS LOAD BAR OPEN CENTERS AREA IFS 2" 1/4" � F 2" 72°% WEIGHT/SQ. FT. 4.0 LBS. CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SO. FT. MAX. RECOMMENDED SPAN ULTIMATE (INCHES) 50 100 200 300 500 1000 2000 CORVEX IFR/FGI VI-CORR CAPACITY 12" AU <.Ol <.Ol <.Ol <.Ol .01 .02 .04 2500 6267 6267 9624 AC <.Ol <.Ol <.Ol .01 .02 .03 .06 1250 3133 3133 9624 AU .01 .02 .04 .06 .10 .20 - 625 1567 1567 4812 24" Ac .O1 .02 .03 .05 .08 .16 - 625 1567 1567 5225 AP <.Ol <.Ol .01 .02 .04 .07 .14 - - - - DU .02 .05 .09 .14 .23 .45 - 400 1003 1003 3344 30" Ac .O1 .03 .06 .09 .14 .29 - 500 1253 1253 4180 AP <.01 .01 .02 .03 .06 .12 .23 - - - - AU .04 .09 .18 .26 .44 - - 278 696 696 2322 36" AC .02 .05 .09 .14 .23 .47 - 417 1044 1044 3483 AP <.Ol .01 .03 .04 .07 .15 .29 AU .08 .16 .32 .47 .79 - - 204 512 512 1706 42" AC .04 .07 .14 .22 .36 - - 357 895 895 2986 4P .01 02 .05 .08 .12 .25 .50 - - - - AU .14 .28 .56 .84 - - - 156 392 392 1306 48" AC .06 .11 .22 .33 .56 - - 313 783 783 2613 OP .Ol .03 .06 .09 .15 .30 .60 - I - I - - 54„ AU .21 .42 .84 1.26 - - - 123 309 309 1032 AC .07 .15 .30 .45 .75 - - 278 696 696 2322 Boll AU .37 .73 1.46 - - - - 100 251 251 836 AC .12 .23 .47 .70 1.17 - - 250 627 627 2090 E -GRATING PACIFIC Service. Quality. Reliability. www.gratingpacific.com Cer Cenk PERFORATED METALS Perforated Metals are available in all popular materials, carbon steel. aluminum, stain less steel and brass. Provide us with the opportunity to supply your requirem entsand we will take every step to earn your valued trust! IMMEDIATE SHIPMENT-GratingPacifictakesexceptional pride in providing the absolute finest in service. We will glad Iyship your requirements from any of our four service centerswithin hours! SUPERIOR SELECTION - Complete inventories of all popular styles and sheet sizes are readily available. We compliment this "com- mon" inventory with countless "hard -to -find" uncommon styles and sheet sizes in stock! By stocking such a wide variety of styles and materials... steel, aluminum, stainless steel, brass.. your project can be completed on-time! Bar Centers Size CUSTOM PRODUCTS - If our vast inventory does not provide a style or sheet size that suits your specif- ic requirements, simply contact our customer service representatives. Wewill gladly provide custom products tailored to your exact specifications! FABRICATION SERVICES- Not just stock sheets, our service centers maintain complete fabrication capacity. We offer shearing, saw- ing, forming, rolling, and welding. Additionally, we can provide finishing services such as painting, galvanizing and anodizing! UNPARALLELED CUSTOMER SERVICE - Our commitment to your satisfaction is unsurpassed! The opportunity to exceed your expecta- tions is sincerely appreciated. STANDARD ROUND PERFORATIONS STRAIGHT LINE ROUND 60' STAGGERED PERFORATIONS Bar Centers HEXAGONAL PERFORATIONS STAGGERED I Is Size Size Centers 12 VIsmV 0 0 m m OPTIONAL ROUND PERFORATIONS 45° STAGGERED T SQUARE PERFORATIONS STRAIGHT LINE SQUARE STAGGERED PERFORATIONS ORNAMENTAL SIDE STAGGERED SLOTS STRAIGHT LINE RECTANGULAR END STAGGERED SLOTS PERFORATIONS (SEE PAGE 45) (OR RECTANGULAR) (OR SLOTS) (OR RECTANGULAR) PATTERN ORIENTATION End Length End Margin Perforated Area -� Margin Ep N y AJ G O O ROUND HOLE C==D—== :0 00 STANDARD FLOW O C==---) O O O O > SIDE STAGGERED SLOT r 32 ❑ ❑ ❑ ❑ ❑ ❑ ❑ O d ����a STAGGERED SQUARES STRAIGHT LINE OOOr < < i END STAGGERED J ROUND HOLE O� yrr RECTANGLES OPTIONAL FLOW O 0 � � . r H `'----`--'9_O ROUND HOLE STANDARD FLOW (Straight rows parallel to length of sheet) END STAGGERED RECTANGLES (Parallel to width or length of sheet) ROUND HOLE - OPTIONAL FLOW (Straight rows parallel to width of sheet) STRAIGHT LINE (Squares, slots or rounds) SIDE STAGGERED SLOTS ( Parallel to width or length of sheet) STAGGERED SQUARE ( Parallel to length of sheet) ® PHOENIX, AZ LOS ALAMITOS, CA TRACY, CA WOODBURN, OR SEATTLE, WA TEL (888) 936-9201 TEL (800) 321-4314 TEL (800) 491-7999 TEL (800) 942-4041 TEL (800) 243-3939 FAX (623) 936-9550 FAX (562) 598-2740 FAX (209) 832-6311 FAX (503) 980-2068 FAX (206) 575-6455 0000...... 0•.•.•.•.0.0.0.• • • .. .•0.0.0.0•.•.•0.0.0• 0.0.0.0.0.0.0•.•.•.• 0.0.0.0.0.0.0.0.0.0• .•.000000000.000000• .......... 0 0 0 0 0 0 0 0 _0_0_0_0_•_• •�•••�•�•0 0 •••••••••••• •••••••••••• •••••••••••• •••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• 0.0.0_0_•_• .00000000000000000.0 .0000000000000000000 .0000000000000.0.000 .0000000000000.0.000 .0000000000000.0.0.0 •••••••••••• •••••••••••• •••••••••••• •••••••••••• •••••••••••• _0_0_0_0_•_• 000 0 wo • • • 0• 00000000 0 0 0. 0 • • • - •000 • wakwAkwAbw •o•o•o• 00.0.00 0000• AML0000Ask• toirmp • InwirAllilk • _ • _ _ • •AVEMAM' nAf•■Clf• - - ... .. ..... im, ROUND & SQUARE HOLE PATTERN ILLUSTRATIONS 5/8" DIA 7/8" CTRS 3/4" DIA 1" CTRS 1" DIA 1-3/8" CTRS 46% OPEN AREA 51% OPEN AREA 48% OPEN AREA ORNAMENTAL & SPECIALTY PATTERNS Eclu DIAMOND CANE 19% OPEN 3/4" SO 1" STRAIGHT ROWS 56% OPEN AREA MARIETTA 45% OPEN *OAS& F ------ W W W W 000 STANDARD OCTAGON 35% OPEN ROUND CANE MOIRE 38% OPEN 41% OPEN 1/8" X 3/4" HEXAGON 1/4" 79% OPEN MAX -FLOW 68% OPEN SLOTS 1/4" X 1-1/2", IN ROWS ACROSS WIDTH OF SHEET. VERTICAL BARS 3/32" WIDE, WITH EVERY THIRD BAR 3/16" Grating Pacific is also your one-stop service center for custom perforated metals. If our vast inven- tory of materials and patternsdoes not suit your exact needs, just call. We will gladly provide custom perforated metals of all description with special margins, configurations and open area. Secondary fabrication such as shearing, coping, forming and finishing are readily available. 5mply provide your drawings and we will promptly quote to your exact specifications. ®PHOENIX, AZ LOS ALAMITOS, CA TRACY, CA ' TEL (888) 936-9201 TEL (800) 321-4314 TEL (800) 491-7999 FAX (623) 936-9550 FAX (562) 598-2740 FAX (209) 832-6311 GRECIAN 35% OPEN FULL CLOVERLEAF 50% OPEN I 10 O o0 O O / 1 0000 0 00000 / 1 0000 0 00000// I 0000 � 0000 // 1 0000 o O00 / 1 O O o0 0/ 0000 0 000/ O 0o 0/ 0000 o O/ / WOODBURN, OR SEATTLE, WA TEL(800)942-4041 TEL (800) 243-3939 FAX (503) 980-2068 FAX (206) 575-6455 ROUND HOLES STAGGERED PATTERN HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. CARBON STEEL .020" RD .045" Stag 26 18% 1/32" RD 1/16" Stag 22 23% 3/64" RD 5/64" Stag 24 33% 3/64" RD 3/32" Stag 22 thru 18 23% 1/16" RD 3/32 Stag 22 thru 16 40% 1/16" RD 7/64" Stag 20 thru 16 30% 1/16" RD 1/8" Stag 26 thru 16 23% 5/64" RD 1/8" Stag 22 thru 14 35% 3/32" RD 5/32" Stag 24 thru 14 33% 3/32" RD 3/16" Rag 24 23% .117 RD 5/32" Rag 18 51% 1/8" RD 3/16" Rag 24 thru 11 40% 1/8" RD 7/32" Rag 14 thru 12 30% 1/8" RD 1/4" Stag 14,13 23% 9/64" RD 3/16" Rag 18 51% 5/32" RD 3/16" Rag 22 thru 16 63% 5/32" RD 1/4" Rag 20 thru 10 35% 3/16" RD 7/32" Rag 22 thru 16 67% 3/16" RD 1/4" Rag 24 thru 12 51% 3/16 RD 5/16" Rag 10,3/16" 33% 3/16" RD 3/8" Stag 14 thru 10 23% 1/4" RD 5/16" Rag 20 thru 16 58% 1/4" RD 3/8" Rag 26 thru 1/4" 40% 17/64" RD 5/16" Rag 20 66% 5/16" 7/16" Rag 20 thru 1/4" 46% 3/8" RD 9/16" Rag 20 thru 1/4" 40% 1/2" RD 11/16" Rag 20 thru 1/4" 48% 1/2" RD 3/4" Stag 16 40% 5/8" RD 7/8" Stag 10 thru 1/4" 46% 3/4" RD 1" Rag 16 thru 1/4" 51% 1" RD 1-3/8" Stag 10 thru 1/4" 48% 1-1/4" RD 1-5/8" Rag 1/4" 54% 1-1/2" RD 2" Stag 1/4" 51% 2" RD 2-1/2" Stag 1/4" 58% 2-1/2" RD 3" Rag 3/16" 63% 3" RD 3-1/2" Rag 3/16" 67% 4" RD 4-1/2" Rag 10 72% G-90 PRE -GALVANIZED STEEL 5/64" RD 1/8" Rag 18 35% 3/32" RD 5/32" Rag 22 thru 18 33% 3/32" RD 3/16" Stag 20 23% 7/64" RD 3/16" Stag 16 31% 1/8" RD 3/16" Stag 20 thru 16 40% 3/16" RD 7/32" Stag 18 67% 3/16" RD 1/4" Stag 20 thru 16 51% 3/16" RD 3/8" Stag 20 23% 1/4" RD 5/16" Stag 20 58% 5/16" RD 7/16" Rag 16 46% 3/8" RD 1/2" Rag 16 51% STAINLESS STEEL - TYPE 304 .020" RD .045" Rag 30 18% 1/32" RD 1/16" Rag 26 23% 3/64" RD 3/32" Rag 24 23% .050" RD 5/64" Rag 26,24 37% 1/16" RD 3/32" Rag 22,20 40% 1/16" RD 7/64" Rag 26,22 30% 1/16" RD 1/8" Rag 26 thru 18 23% 5/64" RD 1/8" Rag 22,20 35% 3/32" RD 5/32" Rag 22 thru 14 33% .117 RD 5/32" Rag 22 51% 1/8" RD 3/16" Rag 26 thru 11 40% 1/8" RD 7/32" Rag 14,11 30% 9/64" RD 3/16" Rag 18 51% 5/32" RD 3/16" Rag 20 thru 16 63% 3/16" RD 1/4" Rag 24 thru 14 51% 3/16" RD 5/16" Rag 11 33% 1/4" RD 5/16" Rag 22 thru 16 58% 1/4" RD 3/8" Rag 20 thru 3/16" 40% 5/16" RD 7/16" Rag 16 46% 3/8" RD 9/16" Rag 16,11 40% 1/2" RD 11/16" Stag 20 thru 3/16" 48% 3/4" RD 1" Rag 16,11 51% STAINLESS STEEL - TYPE 316 3/32" RD 5/32" Rag 14 33% 1/8" RD 3/16" Rag 16 40% 5/32" RD 3/16" Rag 16 63% 3/16" RD 1/4" Rag 22 thru 16 51% PERFORATED METALS ROUND HOLES STAGGERED 0000PATTERN (CONT.) 00000 HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. ALUMINUM - ALLOY 3003-H14 3/64" RD 5/64" Stag 20 33% .050" RD 5/64" Stag 20,18 37% 1/16" RD 1/8" Stag 22 thru 14 23% 5/64" RD 1/8" Stag 16, 14 35% 3/32" RD 5/32" Stag 22 thru 14 33% 1/8" RD 3/16" Stag 24 thru .125 40% 1/8" RD 21/64" Stag .090 13% 5/32" RD 3/16" Stag 20 thru 14 63% 3/16" RD 7/32" Stag 16 67% 3/16" RD 1/4" Stag 20 thru .125 51 3/16 RD 3/8" Stag 18, 14 23% 1/4" RD 5/16" Stag 16,20 58 1/4" RD 3/8" Stag 20 thru .125 40% 1/4" RD 1/2" Stag 16 23% 3/8" RD 9/16" Stag 14 40% 1/2" RD 11/16" Rag 14_125 48% 3/4" RD 1 1" Stag 16, 11 51 ALUMINUM - ALLOY 5052-H32 1/16" RD 1/8" Stag 20,16 23% 1/16" RD 7/64" Stag 16 30% 3/32" RD 3/16" Stag .080 23% 1/8" RD 3/16" Stag 16 40% 1/8" RD 21/64" Stag 14 13% 3/16" RD 1/4" Stag 14 51% ALUMINUM - ALLOY 6061-T6 1/8" RD 3/16" Rag20 thru 14 40% 1/4" RD 3/8" Stag 14 40% ALUMINUM - ALLOY 7075-0 3/32 RD 1/4" Stag 16 thru .125 13% 5/32" RD 3/8" Stag .090 1600 BRASS .020 RD .045" Stag 26 18% .033 RD .079" Stag 26 16% 3/32" RD 5/32" Stag 22,20 33% HOLESHEX PATTERN HOLE CENTERS 1 00000 000004 GAUGE/PLATE THICK. OPEN AREA CARBON STEEL Staggered 22 1/4" HEX 1 9/32" Stag 22 1 79% G-90 PRE -GALVANIZED STEEL 35% Marietta 1/4"HEX I 9/32" Stag 22 79% ALUMINUM - ALLOY 3003-H14 Staggered 22 1/4"HEX I 9/32" Stag 20 79% ORNAMENTAL DESIGNATION PATTERN 77UGE OPEN AREA CARBON STEEL Cloverleaf Staggered 22 50% Grecian Straight Line 22 35% Marietta Straight Line 22 45% Moire Staggered 22 41% Octagon Straight Line 22 35% ALUMINUM - ALLOY 3003-H14 Grecian Straight Line 20 35% Windsor Straight Line 20 45% ROUND HOLES LINE PATTERN 00000 HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. CARBON STEEL .027" RD .050" Strght 26 23% .050" RD .066" Strght 24 45% 1/4" RD 3/8" Strght 16 35% 1/4" RD 1/2" Strght 18,16 20% 1/4" RD 1" Strght 3/16" 5% G-90 PRE -GALVANIZED STEEL .037" RD 055" Strght 26 36% STAINLESS STEEL - TYPE 304 .033" RD .055" Strght 26 28% .045" RD .066" Strght 24 37% .050" RD .066" Strght 26 45% 1/16" RD 7/16" Rrght 26 2% 3/16" RD 3/8" Strght 18 20% ALUMINUM - ALLOY 3003-H14 .033" RD .055" Strght 20 28% .040" RD .066" Strght 20 29% .050" RD .066" Strght 20, 18 45% 1/2" RD 5/8" Strght 14 50 BRASS .045" RD066" Rrght 24 37% .050" RD .083" St ght 24 29% SQUARE1 LINE PATTERN MENEM HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. CARBON STEEL .200 MR 1/4" Rrght 22,20 64% 1/4" MR 5/16" Strght 20 64% 3/8" MR 1/2" Strght 22,16 56% 1/2" MR 5/8" Rrght 16 64% 1/2" MR 11/16" Strght 18 53% 3/4" MR 1" Strght 16 56% STAINLESS STEEL - TYPE 304 .200 MR 1/4" Strght 22 64% ALUMINUM - ALLOY 3003-H14 .200 MR 1/4" Strght 20 64% ADDITIONAL INVENTORY Our Stock List details the most compre- hensive inventory of perforated metals, ON THE FLOOR, in the Western United States! In addition to our most popular items listed above, we have hundredsof other patterns and sheet sizes in stock. If you desire a specif- ic hole, pattern, sheet size or thickness not indicated, just call and we will gladly assist in providing products designed to meet your specific needs. OBLONG HOLES STAGGEREDLo * PATTERNGAUGE I PLATE Do 00 CARBON STEEL • • • • • mCRATING PACIFIC Service. Quality. Reliability. www.gratingpacific.com 1 4F Link -Seal° Devices Environmental Seal for Conduit Passing Through Concrete Walls, Floors, or Ceilings Link -Seal Devices Applications: • Eaton's Crouse -Hinds Link -Seal® is the quick, economical way to seal around conduit in concrete walls, floors and casings. Link -Seal is a modular mechanical seal used for any type of penetration. Features and Benefits: • Saves time and money - Link -Seal installs in up to 75% less time than competition products • Positive Hydrostatic Sealing - properly installed, Link -Seal is rated at 20 psig (40 feet of head), which exceeds the performance requirements of most applications • Environment Seals - Link -Seal environmental seal is designed for long life and use as a permanent seal. Seal elements are specially compounded to resist aging, ozone, sunlight, water and a wide range of chemicals • Fire Seals - for fire protection in floor and wall penetrations Link -Seal is Factory Mutual approved • Resistance to high and low temperatures - Link -Seal environmental seal is manufactured from special compounds that resist temperatures from -40°F to +250°F. Link -Seal Fire Seal is manufactured from a silicone material that resists temperatures from -67F to +400°F • Corrosion protection - where installation against galvanic corrosion (or electrolysis) is required, Link -Seal provides complete separation pipe and casing. Metal -to -metal contact is eliminated • Compensates for misalignment - Link -Seal allows for some angular and off -center conduit conditions and still seals effectively • Absorbs shock, sound and vibration - this inherent benefit of Link -Seal helps reduce conduit failure due to fatigue and threaded connections Standard Materials: • Rubber Seal Elements: EPDM (Black) - Environmental Seals Silicone (Grey) - Fire Seals • Pressure Plates: Glass Reinforced Nylon - Environmental Seals Steel w/Zinc Dichromate Plate - Fire Seals • Fasteners: Carbon Steel, Zinc Dichromate Plate - Environmental Seals 316 Stainless Steel - Environmental with Option S316 Carbon Steel w/Zinc Dichromate - Fire Seals Wet Locations Corrosive Environments Environmental Conduit Seal Ordering Information: It's easy. Locate the conduit size and type you are installing in the columns on the left. Then locate the seal and sleeve part numbers under the installation method you've selected. No sleeve is needed for cored or cast hole installation. Cored or Cast Hole Method: Note the appropriate hole diameter and select the seal part number. Example: For 3/4" EMT conduit through a cored hole - Core a 2" diameter hole and install the conduit using Link -Seal part number LSA200-C-04. Sleeve Methods: Select either the plastic or metal sleeve. Both types of sleeves are designed to be cast into concrete walls or floors. Sleeves are ordered separately. Remember to add the wall or floor thickness to the steel sleeve part number to insure the sleeve is provided in the proper length. Plastic sleeves are a standard 16 long and can be modified in the field. we— Materials: The standard product for environmental conduit seals is made from EPDM supplied with steel bolts and nuts with a zinc dichromate finish. These seals are suitable for use in water, direct ground burial and atmospheric conditions. They provide electrical insulation where cathodic protection is required. EPDM rubber is resistant to most inorganic acids and alkalis, and some organic chemicals (acetone, alcohol, ketones). Options: To order the standard product with 316 stainless steel bolts and nuts, for corrosive environments, replace the "C" in the seal catalog number with "S316". For example, a'/z" seal for rigid steel conduit for a cored hole is an LSA200-C-04; ordered with stainless steel bolts and nuts the catalog number becomes LSA200-S316-04. Crouse -Hinds 112 www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business by F:7•N Link -Seal"' Devices Wet Locations 4F Corrosive Environments Environmental Seal for Conduit passing through Concrete Walls, Floors or Ceilings Ordering Information - Environmental Conduit Seal Conduit Conduit Cast/Cored Seal for Plastic Seal for Steel Seal for Nominal Conduit Actual O.D. Hole Dia. Cast/Cored Hole Sleeve Plastic Sleeve Sleeve Steel Sleeve Size Type* (inches) (inches) Cat. # Cat. # Cat. # Cat. # Cat. # 1/2" EMT .706 2.000 LSA275 C 04 LS CS 2 16 LSA200 C 04 WS2 15 D LSA275 C 04 '/2" IMC .815 2.000 LSA200 C 04 LS CS 2 16 LSA200 C 04 WS2 21 T LSA200 C 04 1/2" RSC .840 2.000 LSA200 C 04 LS CS 2 16 LSA200 C 04 WS2 21 T LSA200 C 04 3/4" EMT .922 2.000 LSA200 C 04 LS CS 3 16 LSA315 C 04 WS2 15 T LSA200 C 04 3/4" IMC 1.029 2.500 LSA275 C 06 LS CS 3 16 LSA315 C 04 WS2 15 T LSA200 C 04 3/4" RSC 1.050 2.500 LSA275 C 06 LS CS 3 16 LSA315 C 04 WS2.5 20 T LSA275 C 06 11. EMT 1.163 2.500 LSA315 C 04 LS CS 3 16 LSA300 C 04 WS2.5 20 T LSA275 C 06 1" IMC 1.290 3.000 LSA300 C 04 LS CS 3 16 LSA300 C 04 WS2.5 10 T LSA275 C 06 11. RSC 1.315 3.000 LSA300 C 04 LS CS 3 16 LSA300 C 04 WS2.5 20 T LSA200 C 05 11/4" EMT 1.510 3.000 LSA300 C 04 LS CS 3.5 16 LSA315 C 05 WS3.5 22 T LSA315 C 05 11/4" IMC 1.638 3.000 LSA275 C 07 LS CS 3.5 16 LSA300 C 05 WS3.5 22 T LSA315 C 05 11/4" RSC 1.660 3.000 LSA275 C 07 LS CS 3 16 LSA200 C 06 WS3.5 22 T LSA315 C 05 11/2" EMT 1.740 3.500 LSA315 C 05 LS CS 3.5 16 LSA300 C 05 WS3.5 32 T LSA315 C 05 11/2" IMC 1.883 3.500 LSA300 C 05 LS CS 3.5 16 LSA275 C 08 WS3.5 22 D LSA300 C 05 11/2" RSC 1.900 3.500 LSA300 C 05 LS CS 3.5 16 LSA275 C 08 WS3.5 22 T LSA300 C 05 2" EMT 2.197 4.000 LSA315 C 06 LS CS 4 16 LSA315 C 06 WS4 23 T LSA315 C 06 2" IMC 2.360 4.000 LSA300 C 06 LS CS 4 16 LSA300 C 06 WS4 23 T LSA300 C 06 2" RSC 2.375 4.000 LSA300 C 06 LS CS 4 16 LSA300 C 06 WS4 23 T LSA300 C 06 21/2" EMT/RSC 2.875 4.000 LSA200 C 09 LS CS 4 16 LSA200 C 09 WS4 23 T LSA200 C 09 21/2" IMC 2.857 4.000 LSA200 C 09 LS CS 4 16 LSA200 C 09 WS4 23 T LSA200 C 09 3" EMT/RSC 3.500 5.000 LSA300 C 08 LS CS 5 16 LSA300 C 08 WS5 25 T LSA300 C 08 3" IMC 3.476 5.000 LSA300 C 08 LS CS 5 16 LSA300 C 08 WS5 25 T LSA300 C 08 31/2" EMT/RSC 4.000 6.000 LSA325 C 05 LS CS 6 16 LSA325 C 05 WS6 28 T LSA325 C 05 31/2" IMC 3.971 6.000 LSA325 C 05 LS CS 6 16 LSA325 C 05 WS6 28 T LSA325 C 05 4" EMT/RSC 4.500 6.000 LSA300 C 10 LS CS 6 16 LSA300 C 10 WS6 28 T LSA300 C 10 4" IMC 4.466 6.000 LSA300 C 10 LS CS 6 16 LSA300 C 10 WS6 28 T LSA300 C 10 5" RSC 5.563 8.000 LSA425 C 06 LS CS 8 16 LSA425 C 06 WS8 32 T LSA425 C 06 6" RSC 6.625 10.000 LSA475 C 10 LS CS 10 16 LSA475 C 10 WS818 T LSA300 C 15 *EMT - Electrical Metallic Tubing; IMC - Intermediate Metal Conduit; RSC - Rigid Steel Conduit TSpecify length of steel sleeve in inches. Example: S6-28-08 is 8" long. All plastic sleeves come in standard 16" lengths and can be field cut to desired length. The last two digits of the seal part number indicate the number of links (and the number of bolts) per seal. Crouse -Hinds by E:7 -N www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business 113 4F Link -Seal® Devices Fire Rated Fire Seal for Conduit passing through Concrete Walls, Floors or Ceilings Fire Conduit Seal Ordering Information: Sleeve Methods: Options: Locate the conduit size and type you are installing in the columns on the left. Then locate the seal and sleeve part number under the installation method you've selected. No sleeve is needed for cored or cast hole installation. Cored or Cast Hole Method: Note the appropriate hole diameter and select the seal part number. Example: For 3/4" EMT conduit through a cored hole -Core a 2" diameter hole and install the conduit using Link -Seal Part number LSA200-T-04. Select the appropriate metal sleeve for the size and type of conduit being installed. The sleeve should be ordered separately. Remember to add the wall or floor thickness to the steel sleeve part number to insure the sleeve is provided in the proper length. Materials: The standard product for fire conduit seals is made from grey silicone supplied with steel bolts and nuts with a zinc dichromate finish. These seals are Factory Mutual approved for use as a 1 -hour fire stop and can handle temperature extremes of -67°F to +400°F. Fire Conduit Seal - Ordering Information To order the fire seal for a 3 -hour rating, replace the "T" in the seal catalog number with a "FS". For example, a'/2" seal for rigid steel conduit for a cored hole is an LSA200-T-04; ordered with option FS the catalog number becomes LSA200-FS-04. A 3 -hour fire seal can also be made by using two Model T's back-to-back. The Model FS is basically two Model T's back-to-back. In Model FS, a tie rod tightens both seals simultaneously - for use when only one side of an opening is accessible. Conduit Conduit Cast/Cored Seal for Steel Seal for Nominal Conduit Actual O.D. Hole Dia. Cast/Cored Hole Sleeve Steel Sleeve Size Type* (inches) (inches) Cat. # Cat. # Cat. # 1/2" EMT 0.706 2.000 LSA275 T 04 WS2 15 O LSA275 T 04 1/2" IMC 0.815 2.000 LSA200 T 04 WS2 21 O LSA200 T 04 1/2" RSC 0.840 2.000 LSA200 T 04 WS2 21 tD LSA200 T 04 14" EMT 0.922 2.000 LSA200 T 04 WS2 15 O LSA200 T 04 14" IMC 1.029 2.500 LSA275 T 06 WS2 15 T LSA200 T 04 3/4" RSC 1.050 2.500 LSA275 T 06 WS2.5 20 T LSA275 T 06 1.1 EMT 1.163 3.000 LSA315 T 04 WS2.5 20 T LSA275 T 06 1.1 IMC 1.290 3.000 LSA300 T 04 WS2.5 10 T LSA275 T 06 1.1 RSC 1.315 3.000 LSA300 T 04 WS2.5 20 T LSA200 T 05 11/4" EMT 1.510 3.000 LSA300 T 04 WS3.5 22 T LSA315 T 05 11/4" IMC 1.638 3.000 LSA275 T 07 WS3.5 22 T LSA315 T 05 11/4" RSC 1.660 3.000 LSA275 T 07 WS3.5 22 tD LSA300 T 05 11/2" EMT 1.740 3.500 LSA315 T 05 WS3.5 32 D LSA300 T 05 11/2" IMC 1.883 3.500 LSA300 T 05 WS3.5 22 T LSA300 T 05 11/2" RSC 1.900 3.500 LSA300 T 05 WS3.5 22 tD LSA275 T 08 2" EMT 2.197 4.000 LSA315 T 06 WS4 23 1D LSA315 T 06 2" IMC 2.360 4.000 LSA300 T 06 WS4 23 tD LSA300 T 06 2" RSC 2.375 4.000 LSA300 T 06 WS4 23 T LSA300 T 06 212" EMT/RSC 2.875 4.000 LSA200 T 09 WS4 23 T LSA200 T 09 212" IMC 2.857 4.000 LSA200 T 09 WS4 23 tD LSA200 T 09 3" EMT/RSC 3.500 5.000 LSA300 T 08 WS5 25 tD LSA300 T 08 3" IMC 3.476 5.000 LSA300 T 08 WS5 25 tD LSA300 T 08 312" EMT/RSC 4.000 6.000 LSA325 T 05 WS6 28 D LSA325 T 05 31/2" IMC 3.971 6.000 LSA325 T 05 WS6 28 T LSA325 T 05 4" EMT/RSC 4.500 6.000 LSA300 T 10 WS6 28 T LSA300 T 10 4" IMC 4.466 6.000 LSA300 T 10 WS6 28 T I LSA300 T 10 5" RSC 5.563 8.000 LSA425 T 06 WS8 32 T LSA425 T 06 6" RSC 6.625 10.000 1 LSA475 T 10 WS8 18t0 LSA300 T 15 tOSpecify length of steel sleeve in inches. Example: WS6-28-08 is 8" long. *EMT - Electrical Metallic Tubing; IMC - Intermediate Metal Conduit; RSC - Rigid Steel Conduit The last two digits of the seal part number indicate the number of links (and the number of bolts) per seal. Crouse -Hinds 114 www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business by F:7 -N Link -Seal® Devices Dimensions 4F Dimensions In Inches: Technical Information PRESSURE PLATE LINK -SEAL 2 BOLT CIRCLE ' CONDUIT O.D. AL Bolt R36U' LINKS/SEAL � I Actual Free ANNULAR SPACE / In, SD� MM NO CASING I.D. OR WALL HOLE DIA. i1n RMz�"^ 1/2 ANNULAR SPACE Thickness Length A Technical Information PRESSURE PLATE BOLT 2 Pressure Plate Bolt Actual Free Avg. Length After In, SD� MM NO II II Thread i1n RMz�"^ RUBBER SEALING Thickness Length g �,� II ELEMENT II R T Across i D1, Size Cat. # (inches) (inches) (inches) (inches) (inches) (inches) PRESSURE (inches) (inches) PLATE LSA200 C Crouse -Hinds by E.T-N www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business 115 Rubber Sealing Element Pressure Plate Bolt Actual Free Avg. Length After Hex Thread Link -Seal Thickness Length Tightening A R T Across H Size Cat. # (inches) (inches) (inches) (inches) (inches) (inches) Flats (inches) (inches) L LSA200 C .478 13/4 13/8 11/6 21/4 5/16 s otted hex 180 M5 21/2 LSA275 C .607 13/4 13/8 7/8 17/8 5/16 slotted hex 180 M5 21/2 LSA300 C .687 21/2 2 11/2 21/2 7/16 1/2 7/32 5/16-5/18 31/2 LSA315 C .807 21/2 2 17/,6 21/2 7/16 1/2 7/32 5/16-5/18 Th LSA325 C .875 3 2% 31/8 2 1/2 1/2 7/32 5/16-5/18 4 LSA425 C 1.062 31/2 23/4 31/2 3 3/4 9/18 1/4 3/8-3/16 5 LSA475 C 1.562 31/2 23/4 31/2 31/2 1/2 9/16 1/4 3/8-3/16 41/2 Crouse -Hinds by E.T-N www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business 115 5. Remove forms. Then end caps may be replaced to protect sleeve from dust and debris until conduit penetration is made. At that time remove caps and wipe the sleeve clean. All statements, technical information and recommendations contained herein are based on information and tests we believe to be reliable. The accuracy or completeness thereof are not guaranteed. In accordance with Crouse -Hinds "Terms and Conditions of Sale", and since conditions of use are outside our control, the purchaser should determine the suitability of the product for his intended use and assumes all risk and liability whatsoever in connection therewith. Crouse -Hinds Quality from Cooper Industries Cooper Industries Inc. Crouse -Hinds Division PO Box 4999, Syracuse, New York 13221 • U.S.A. Copyright© 1997, Cooper Industries, Inc. F 1374 Revision 1 New 3/97 CROUSE-H/NDS� LINK -SEALS CONDUIT SEALS WPM Installation & Maintenance Information IF 1374 SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE APPLICATIONS Link -Seal conduit seals are designed to provide a quick, economical way to seal conduit in concrete walls, floors and casings. Link -Seal provides a positive hydrostatic seal that is rated at 20 psig (40 feet of head). Link -Seal is available in four versions, an environmental seal which is designed for long life and use as a permanent seal, and a fire seal for fire protection in floor and wall penetrations. Link -Seal environmental seals are manufactured from EPDM METHODS There are three methods that can be used to install the Link -Seal element around the conduit. Each are described below in detail. Choose the method best for your application. CORE DRILLED HOLE METHOD: This method is used primarily on existing concrete walls. When it is not practical to use a sleeve, core drilling produces an excellent surface for Link -Seal. When you know the size and type of conduit the rest is easy. Recommended core hole dimensions are shown in Table 1. After the hole is drilled, the Link -Seal assembly is wrapped around the conduit and easily slides into position for tightening. Four inch minimum wall thickness is required. Core drilled holes may be used with all types of Link -Seal. PLASTIC SLEEVE METHOD: The Century Line@ plastic sleeves are specifically engineered for use in the Link -Seal system. They are made from high impact thermoplastic and will not rust, corrode or shatter in cold weather. Century Line sleeves are lightweight and easy to handle during poured wall construction. Molded -in waterstop and reinforcing ribs serve to anchor the sleeve in the wall and resist pour forces. Nailer end caps are provided to make placement in forms simple and accurate. Eight inch minimum wall thickness is required. Plastic sleeves can be used with the environmental seals only. IF 1374 9 3/97 compounds that resist temperatures from -40°F to 250°F. Environmental seals are available with optional stainless steel hardware and pressure plates. Link -Seal fire seals are manufactured from a silicone material that resists temperatures from -67°F to 400°F. The T model fire seal is FM approved as a 1 hour fire seal. The FS model fire seal is rated as a 3 hour fire seal. It is also possible to use two T models back to back to create a 3 hour fire seal. METAL SLEEVE METHOD: The Sleeve -Sec® metal sleeves provide extreme structural strength. A single worker can nail the flanged sleeves into the wooden forms in minutes. Metal sleeves are available in lengths form 3" to 48". To ensure maximum corrosion resistance a tough polymer coating covers the entire surface. Four inch minimum wall thickness is required. Metal sleeves may be used with all types of Link -Seal. Copyright © 1997, Cooper Industries, Inc. Page 1 SEAL TYPES There are four types of Link -Seals available. They are briefly described below: MODEL C: Model C is the standard environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is carbon steel with a zinc dichromate plate. The temperature range is from -40°F to +250°F. They are suitable for use in water, direct ground burial and atmospheric conditions. Provides electrical insulation where cathodic protection is required. MODEL S316: Model S316 is also an environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is 316 type stainless steel. The temperature range is from -40°F to +250°F. They are ideal for use in chemical processing plants and waste water treatment plants. The EPDM rubber is resistant to most inorganic acids and alkalis, and some organic chemicals (acetone, alcohol, ketones). MODEL T: Model T is the basic fire seal. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from -67°F to +400T. The silicone rubber is ideal for temperature extremes and the Model T is FM approved as a 1 hour fire stop. Approval is in accordance with ASTM E814 81 fire and hose stream criteria. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. MODEL FS: Model FS is the 3 hour rated fire seal. Model FS is basically two model T's back-to-back with a tie rod that allows both seals to be tightened simultaneously. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from - 67° F to +4000F. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. INSTALLATION: 1. Select the proper seal and sleeve (if required) from ordering information. 2. If using the core drilled or cast hole method, hole in concrete wall should be in accordance with Table 1 based on conduit size and type. TABLE 1 Conduit Size Conduit Type Hole Diameter (in.) 1/219 EMT 2 1/211 IMC 2 1/219 Rigid Steel Conduit 2 3/4" EMT 2 3/4" IMC 2.5 3/4" Rigid Steel Conduit 2.5 1" EMT 3 1" IMC 3 1" Rigid Steel Conduit 3 1 1/41P EMT 3 1 1 /4" IMC 3 1 1/4" Rigid Steel Conduit 3 1 1/211 EMT 3.5 1 1 /2" IMC 3.5 1 1/217 Rigid Steel Conduit 3.5 2" EMT 4 2" IMC 4 2" Rigid Steel Conduit 4 21/217 EMT & Rigid Steel Conduit 4 2 1/219 IMC 4 3" EMT & Rigid Steel Conduit 5 3" IMC 5 31/211 EMT & Rigid Steel Conduit 6 3 1/299 IMC 6 4" EMT & Rigid Steel Conduit 6 4" IMC 6 5" Rigid Steel Conduit 8 6" Rigid Steel Conduit 10 3. If using Link -Seal Century Line plastic sleeves, see Installing Century Line Sleeves section of this instruction sheet. 4. Link -Seal seals are shipped as a belt of interconnected rubber links. Wrap the seal assembly around the conduit and connect the end links together. Page 2 Copyright © 1997, Cooper Industries, Inc. IF 1374 9 3/97 5. Pre -tighten the Link -Seal bolts before insertion of the seal into the annular space. Start by pressing the two end links at the top (12 o'clock) position together, square up each pressure plate at a tangent to the conduit and tighten the bolt enough to keep the links from spreading apart again. The entire area of each pressure plate must press against the mating surface of its link to ensure that its full area compresses the rubber link in the final tightening. Tighten each bolt on the seal before insertion by rotating the seal around the conduit and tightening in the top position. A socket wrench should be used to tighten the bolts. The 300 series seals require a 1/4" or 3/8" square drive. The 400 series requires a 1/299 square drive. 6. Before inserting Link -Seal make sure that the surface of the conduit and the ID of the casing or sleeve are clean and free of foreign material. 7. Slide the seal along the conduit and start inserting it into the annular space at the bottom (6 o'clock) position. Gradually work both sides of the seal into place. The Link -Seal should be positioned into the casing or sleeve so that the front edge of the pressure plates is even with or slightly inside the end of the casing or sleeve. 8. Now complete the tightening of the seal. Start with the bolt at the top position and give it a couple of turns. Move to the next bolt and repeat. Continue until you have moved all the way around the pipe. CAUTION Do not tighten each bolt completely before moving to the next. Don't skip any bolts or move in an odd pattern. This will insure proper tightening of the seal element. 9. Continue tightening each bolt as in step 8. It may take 4 to 6 complete passes around the conduit before the seal is completely tight. When the bolts are tightened the seal will expand to create a gas and watertight seal. 10. When the pressure plates are firmly embedded into the rubber the seal is complete. If in doubt, give the bolts another turn. INSTALLING CENTURY LINE SLEEVES 1. Nail one end cap to form, centering cap at desired position. F 1374 • 3/97 Note Both end caps must be used and properly inserted into sleeve to insure sleeve will not become out of round during the pour. 2. Place sleeve body on end cap. Sleeve body should be cut 1/2" shorter than width of wall. Cut with hand or power saw. (To insure maximum sealing against water migration, center water stop in wall by cutting equal lengths from each end.) 3. For additional stability, it may be necessary to secure the sleeve to reinforcing rod with wire or in a similar fashion. 4. Before final form is positioned, place second end cap on sleeves. Check to determine that cap is properly inserted. Copyright © 1997, Cooper Industries, Inc. Page 3 SEAL TYPES There are four types of Link -Seals available. They are briefly described below: MODEL C: Model C is the standard environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is carbon steel with a zinc dichromate plate. The temperature range is from -40°F to +250°F. They are suitable for use in water, direct ground burial and atmospheric conditions. Provides electrical insulation where cathodic protection is required. MODEL S316: Model S316 is also an environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is 316 type stainless steel. The temperature range is from -40°F to +250°F. They are ideal for use in chemical processing plants and waste water treatment plants. The EPDM rubber is resistant to most inorganic acids and alkalis, and some organic chemicals (acetone, alcohol, ketones). MODEL T: Model T is the basic fire seal. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from -67°F to +400T. The silicone rubber is ideal for temperature extremes and the Model T is FM approved as a 1 hour fire stop. Approval is in accordance with ASTM E814 81 fire and hose stream criteria. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. MODEL FS: Model FS is the 3 hour rated fire seal. Model FS is basically two model T's back-to-back with a tie rod that allows both seals to be tightened simultaneously. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from - 67° F to +4000F. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. INSTALLATION: 1. Select the proper seal and sleeve (if required) from ordering information. 2. If using the core drilled or cast hole method, hole in concrete wall should be in accordance with Table 1 based on conduit size and type. TABLE 1 Conduit Size Conduit Type Hole Diameter (in.) 1/219 EMT 2 1/211 IMC 2 1/219 Rigid Steel Conduit 2 3/4" EMT 2 3/4" IMC 2.5 3/4" Rigid Steel Conduit 2.5 1" EMT 3 1" IMC 3 1" Rigid Steel Conduit 3 1 1/41P EMT 3 1 1 /4" IMC 3 1 1/4" Rigid Steel Conduit 3 1 1/211 EMT 3.5 1 1 /2" IMC 3.5 1 1/217 Rigid Steel Conduit 3.5 2" EMT 4 2" IMC 4 2" Rigid Steel Conduit 4 21/217 EMT & Rigid Steel Conduit 4 2 1/219 IMC 4 3" EMT & Rigid Steel Conduit 5 3" IMC 5 31/211 EMT & Rigid Steel Conduit 6 3 1/299 IMC 6 4" EMT & Rigid Steel Conduit 6 4" IMC 6 5" Rigid Steel Conduit 8 6" Rigid Steel Conduit 10 3. If using Link -Seal Century Line plastic sleeves, see Installing Century Line Sleeves section of this instruction sheet. 4. Link -Seal seals are shipped as a belt of interconnected rubber links. Wrap the seal assembly around the conduit and connect the end links together. Page 2 Copyright © 1997, Cooper Industries, Inc. IF 1374 9 3/97 5. Pre -tighten the Link -Seal bolts before insertion of the seal into the annular space. Start by pressing the two end links at the top (12 o'clock) position together, square up each pressure plate at a tangent to the conduit and tighten the bolt enough to keep the links from spreading apart again. The entire area of each pressure plate must press against the mating surface of its link to ensure that its full area compresses the rubber link in the final tightening. Tighten each bolt on the seal before insertion by rotating the seal around the conduit and tightening in the top position. A socket wrench should be used to tighten the bolts. The 300 series seals require a 1/4" or 3/8" square drive. The 400 series requires a 1/299 square drive. 6. Before inserting Link -Seal make sure that the surface of the conduit and the ID of the casing or sleeve are clean and free of foreign material. 7. Slide the seal along the conduit and start inserting it into the annular space at the bottom (6 o'clock) position. Gradually work both sides of the seal into place. The Link -Seal should be positioned into the casing or sleeve so that the front edge of the pressure plates is even with or slightly inside the end of the casing or sleeve. 8. Now complete the tightening of the seal. Start with the bolt at the top position and give it a couple of turns. Move to the next bolt and repeat. Continue until you have moved all the way around the pipe. CAUTION Do not tighten each bolt completely before moving to the next. Don't skip any bolts or move in an odd pattern. This will insure proper tightening of the seal element. 9. Continue tightening each bolt as in step 8. It may take 4 to 6 complete passes around the conduit before the seal is completely tight. When the bolts are tightened the seal will expand to create a gas and watertight seal. 10. When the pressure plates are firmly embedded into the rubber the seal is complete. If in doubt, give the bolts another turn. INSTALLING CENTURY LINE SLEEVES 1. Nail one end cap to form, centering cap at desired position. F 1374 • 3/97 Note Both end caps must be used and properly inserted into sleeve to insure sleeve will not become out of round during the pour. 2. Place sleeve body on end cap. Sleeve body should be cut 1/2" shorter than width of wall. Cut with hand or power saw. (To insure maximum sealing against water migration, center water stop in wall by cutting equal lengths from each end.) 3. For additional stability, it may be necessary to secure the sleeve to reinforcing rod with wire or in a similar fashion. 4. Before final form is positioned, place second end cap on sleeves. Check to determine that cap is properly inserted. Copyright © 1997, Cooper Industries, Inc. Page 3 5. Remove forms. Then end caps may be replaced to protect sleeve from dust and debris until conduit penetration is made. At that time remove caps and wipe the sleeve clean. All statements, technical information and recommendations contained herein are based on information and tests we believe to be reliable. The accuracy or completeness thereof are not guaranteed. In accordance with Crouse -Hinds "Terms and Conditions of Sale", and since conditions of use are outside our control, the purchaser should determine the suitability of the product for his intended use and assumes all risk and liability whatsoever in connection therewith. Crouse -Hinds Quality from Cooper Industries Cooper Industries Inc. Crouse -Hinds Division PO Box 4999, Syracuse, New York 13221 • U.S.A. Copyright© 1997, Cooper Industries, Inc. F 1374 Revision 1 New 3/97 CROUSE-H/NDS� LINK -SEALS CONDUIT SEALS WPM Installation & Maintenance Information IF 1374 SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE APPLICATIONS Link -Seal conduit seals are designed to provide a quick, economical way to seal conduit in concrete walls, floors and casings. Link -Seal provides a positive hydrostatic seal that is rated at 20 psig (40 feet of head). Link -Seal is available in four versions, an environmental seal which is designed for long life and use as a permanent seal, and a fire seal for fire protection in floor and wall penetrations. Link -Seal environmental seals are manufactured from EPDM METHODS There are three methods that can be used to install the Link -Seal element around the conduit. Each are described below in detail. Choose the method best for your application. CORE DRILLED HOLE METHOD: This method is used primarily on existing concrete walls. When it is not practical to use a sleeve, core drilling produces an excellent surface for Link -Seal. When you know the size and type of conduit the rest is easy. Recommended core hole dimensions are shown in Table 1. After the hole is drilled, the Link -Seal assembly is wrapped around the conduit and easily slides into position for tightening. Four inch minimum wall thickness is required. Core drilled holes may be used with all types of Link -Seal. PLASTIC SLEEVE METHOD: The Century Line@ plastic sleeves are specifically engineered for use in the Link -Seal system. They are made from high impact thermoplastic and will not rust, corrode or shatter in cold weather. Century Line sleeves are lightweight and easy to handle during poured wall construction. Molded -in waterstop and reinforcing ribs serve to anchor the sleeve in the wall and resist pour forces. Nailer end caps are provided to make placement in forms simple and accurate. Eight inch minimum wall thickness is required. Plastic sleeves can be used with the environmental seals only. IF 1374 9 3/97 compounds that resist temperatures from -40°F to 250°F. Environmental seals are available with optional stainless steel hardware and pressure plates. Link -Seal fire seals are manufactured from a silicone material that resists temperatures from -67°F to 400°F. The T model fire seal is FM approved as a 1 hour fire seal. The FS model fire seal is rated as a 3 hour fire seal. It is also possible to use two T models back to back to create a 3 hour fire seal. METAL SLEEVE METHOD: The Sleeve -Sec® metal sleeves provide extreme structural strength. A single worker can nail the flanged sleeves into the wooden forms in minutes. Metal sleeves are available in lengths form 3" to 48". To ensure maximum corrosion resistance a tough polymer coating covers the entire surface. Four inch minimum wall thickness is required. Metal sleeves may be used with all types of Link -Seal. Copyright © 1997, Cooper Industries, Inc. Page 1 48" I.D. - 5" WALL PRECAST CONCRETE MANHOLE RISERS 58" 5" WALL 48" TYP. APPROXIMATE - - - - - - - - - WE GH T: 12" 870 LBS. APPROXIMATE WEIGHT: 1730 LBS. APPROXIMATE WEIGHT: 2600 LBS. APPROXIMATE WEIGHT: 3500 LBS. i 1 3I FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. 3/8/05 48_5W_Borrels.dwg © 2004 Jensen Precast MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM C-478 AND AASHTO M199. 48" I. D. x 5" WA L L 24" OR 36" COMPONENTS DIA. ECCENTRIC OR CONCENTRIC OPENINGS ITYP. 622 _ " 4/2/2008 48_5W_COMPONENTS_B.DWG @2008 9" OPTIONAL FLAT TOP COVERS I--24" DIA.iI 36" 36" ECCENTRIC CONE 1'-0„ 24 OPTIONAL RISERS 12" 24" 36" 48" 36" OPTIONAL BASE HEIGHTS "FLAT SLAB" 12" 48" 20" 24" 32" 36" 4" 1 18" CONCENTRIC CONE APPROX. WEIGHT: 1300 LBS. I�24" DIA.7 24" CONCENTRIC CONE APPROX. WEIGHT: 1700 LBS. 724" DIA .7 APPROX. WEIGHT: 1950 LBS. i 30" CONCENTRIC CONE MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM C-478 AND AASHTO M199. FLAT TOPS AND DESIGNED FOR LOADING. BASE SLABS ARE AASHTO HS -20 WHEEL FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. Jensen Precast reserves the right to make changes to product design JETmIE17. and/or dimensions without notice. Please contact Jensen Precast whenevernecessary for confirmation or advice on product design. NT c /n" 1 it — n In TOP VIEW CONFORMS TO CURRENT SPECIFICATIONS: ASTM C-478 AND AASHTO NO. M-199-811 MANUFACTURED WITH 3 - 5/8" LIFTING INSERTS FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 4/23/03 GR3648.dwg © 2000 Jensen Precost GRADE RINGS/RISERS MODEL 3648 36" I.D. - 6" WALL T6P 36" DIA. CLEAR OPENING TYP. SECTION A -A 12" 1 jEjtmffEA7S APPROX. DESCRIPTION WEIGHT 3648 GR -03 GRADE RING 170 LBS. 3648 GR -06 GRADE RING 415 LBS. 3648 GR -12 GRADE RING 830 LBS. CONFORMS TO CURRENT SPECIFICATIONS: ASTM C-478 AND AASHTO NO. M-199-811 MANUFACTURED WITH 3 - 5/8" LIFTING INSERTS FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 4/23/03 GR3648.dwg © 2000 Jensen Precost GRADE RINGS/RISERS MODEL 3648 36" I.D. - 6" WALL T6P 36" DIA. CLEAR OPENING TYP. SECTION A -A 12" 1 jEjtmffEA7S FOR SEALING PRECAST SEWER AND CULVERT MANHOLES, BOX CULVERTS, UTILITY AND BURIAL VAULTS, SEPTIC TANKS, WET WELLS, AND ANY OTHER APPLICATIONS WHERE A FLEXIBLE WATERTIGHT JOINT IS NEEDED. PLACE WATERTIGHT SEALANT BETWEEN JOINTS SEALANT IS SQUEEZED OUT BETWEEN JOINTS FOR EASY VISUAL INSPECTION FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. MANHOLE JOINT SEALANT MEETS AASHTO M-198 75 I, TYPE B AND ASTM C990-91 FLEXIBLE JOINT GASKET SECTION -VIEW BEFORE INSTALLATION 9/23/02 jEjtm'WEll seolont.dwg © 2002 Jensen Precost PREEAST,:, NN PLP PADLOCKARLE T' TYPE FLUSH HANDLES HINGEC DOOR MEUG!-ENC A81"Of8410CIs, Inc. (formerly MEUGI-UM) Irrigation Controller Cabinet. Designed to enclose irrigation controllers in a heavy gauge vandal resistant enclosure. FRONT VIEW W 625 1 CUSTOMER EQUIPMENT AREA45 h0 % 22 00 % 1100 STANDARD FEATURES 314-PLYWOM RACK PANEL SIDE VIEW • 47 % x 22'/2 x % plywood back panel. 47'% x 22 % steel back panel available upon request. • Available with a full range of factory installed auxiliary components. Consult your representative. • Vandal resistant enclosure has side -hinged door for easy installation and maintenance. • Padlockable "T" type flush mounted handle with three point latching mechanism. • Light green powder coat finish in accordance with ASTM B-117. Custom colors available. • Pad Mounting Base available for concrete foundation. Order separately - MEUGI-BASE. • Anchor Bolts. Order separately - 714548 (quantity 4). • 12 gauge corrosion resistant zinc coated steel construction. • Rainproof Type 3R enclosure. • Listed by Underwriters Laboratories, Inc. 1/6/06 I ' I I I I ] I I f Standard Model Catalog No. MEUGI-ENC For aluminum enclosure order MEUGIA-ENC For stainless steel enclosure order MEUGIX-ENC 24 000 1800 121 22 500 SLOTS FOR BASE INSTALLATION BASE DETAIL n BOTTOM VIEW MOUNTING SLOT DETAIL IIA�s PoweiPiaducts, Ale, Tel: 866 -MY MYERS Fax: 951-520-1961 www.myerspowerproducts.com Specifications -are -subject to -change -without notice -to -reflect -improvements anti -upgrades 36.1 MINIMUM CIEARANCEREOD RF C[]M•.t{.'+]ED 411WItO Rao PER NECU. TVPICA, FRONT AND AND BPACK LOCA] ION RECOMMENDED SERVICE 3. MIN ENTRANCE CONDUIT LOCATION I ((1� 6 P 1 B 31B' I F-' J B r;IJ S— tCOMMEADEO SIDE CLEAHANcF. 3"MIN 21 21 PLAN VIEW SIDE VIEW J MIN VX -13 OR 5BOLTS SUPPLIEDWIT WITH BASE T U" MIN rOUNDATION DIMENSIONS AND DEPTH PER JOB SPECIFICATIONS tlOLT aMTINATr AY 00 ON /2' OR S/S'ANCHOR BOLTS AS HEOU�RED l; ID BUL 1151117 •f7 BN118 CA wr'm=is FRONT VIEW IIA�s PoweiPiaducts, Ale, Tel: 866 -MY MYERS Fax: 951-520-1961 www.myerspowerproducts.com Specifications -are -subject to -change -without notice -to -reflect -improvements anti -upgrades CLASS 1000 SINGLE-PHASE I(WII METER Features MMU Style ■ Direct -read 2 -line alpha -numeric LCD display (Multiple Meter Unit) without multiplier displays accumulative kWh and "real-time" kW load. ■ Available in MMU (Multiple Meter Unit) enclosures containing up to 24 meters in one compact enclosure. ■ Revenue -grade accuracy. ■ Patented 0-2 volt output split -core current sensors promote enhanced safety and accurate remote mounting of current sensors up to 2,000 feet from meter without power interruption. (Optional solid -core sensors available in 100 & 200 amp.) ■ Parallel up to three (3) sets of current sensors for cumulative reading. ■ Current sensor installation diagnostics. ■ Fixed pulse output. ■ Non-volatile Memory. ■ Maintains reading in the event of power failure. ■ Meter can be used in the following configurations: - 1 -Phase, 2 -Wire - 2 -Phase, 3 -Wire For other configurations, contact factory. ■ Industrial grade JIC steel enclosure (standard) with padlocking hasp & mounting flanges for indoor installation. Knockouts: 1 1/16" (3/4" cond.) bottom, 7/8" (1/2" cond.) top. ■ Optional NEMA 4X polycarbonate enclosure with padlocking hasp & mounting flanges for indoor/outdoor installation (stand alone) with one 1 1/16" KO on bottom of enclosure. ■ UL/CUL Listed. ■ Certified by independent test lab to ANSI C12.20 national accuracy standards. (+/- 0.2% from 1 % to 100% of rated load.) ■ California CTEP approved for use with solid -core current sensors. Listed by the California Energy Commission. ■ New York City approved, Con Edison approved for RSP program. F&MmMm=M Energy Monitoring Products & Systems Stand -Alone Configuration Dim: 6 3/4" H x 5 3/16" W x 3 1/4" D Model Numbers 120V, 1 -Phase, 2W (Supplied with (1) split -core current sensor) E10-212025-JKIT (25 Amp) E10-212050-JKIT (50 Amp) E10-2120100JKIT (100 Amp) E10-2120200JKIT (200 Amp) 120/208-240V, 1- or 2 -Phase, 3W (Supplied with (2) split -core current sensors) E10-320825-JKIT (25 Amp) E10-320850-JKIT (50 Amp) E10-3208100JKIT (100 Amp) E 1 0-3208200J KIT (200 Amp) 277V, 1 -Phase, 2W (Supplied with (1) split -core current sensor) E10-227725-JKIT (25 Amp) E10-227750-JKIT (50 Amp) E10-2277100JKIT (100 Amp) E10-2277200JKIT (200 Amp) Optional Meter Enclosures Replace "J" in model number with optional enclosure specification. Specification M - MMU Configuration (ex. E10-3208100MKIT) Specification R - NEMA 4X Raintight Enclosure (ex. E10-212025-RKIT) (800) 334-3666 - www.emon.com Effective Date: 12/1/2011 rE=Mon° Energy Monitoring Products CLASS 1000 METER FE=Mon Dj;7M ENGINEERING SPECIFICATIONS Energy Monitoring Products &Systems ■ Meter shall be fully electronic with 2 -line alpha -numeric LCD display for kilowatt-hour readings. Meter shall provide rate of consumption indication and also a test sequence to ensure integrity of the display. ■ Meter shall provide a load indicator to indicate real-time consumption levels for field testing and certification. ■ Meter shall provide current sensor installation diagnostics indicator. ■ Meter shall use 0-2 volt output current sensors to allow paralleling and/or mounting up to 2,000 feet from the meter. Sensors shall be of split -core configuration to allow installation without powering down. Sensors shall be available from 25 amp to 200 amp. Sensors shall be optionally available in solid -core configuration (100 & 200 amp.) ■ Meter shall be enclosed in a heavy-duty JIC steel enclosure suitable for indoor installation. Meter enclosure provides a method of locking to prevent unauthorized access. ■ Meter shall be optionally available in an outdoor NEMA 4X polycarbonate enclosure with padlocking hasp & mounting flanges for indoor installation. ■ Meter shall be optionally available in MMU (Multiple Meter Configuration) enclosures containing up to 24 meters in one compact enclosure. ■ Meter shall be UL Listed/CUL Listed to latest applicable standards for safety. ■ Meter shall be certified by a nationally recognized independent test facility to ANSI C12.20 (+/- 0.2% from 1% to 100% of rated load) specifications. ■ Meter shall be California CTEP approved for use with solid -core current sensors, listed by the California Energy Commission, New York City approved and Con Edison approved for RSP program. ■ Meter shall be provided with a non-volatile memory to maintain reading during power outages. ■ Meter shall be provided with modular connector(s) to provide interfacing with: AMR (Automatic Meter Reading) Building Management/Energy Management Systems ■ Meters shall be compatible with E -Mon EnergyTM software. (800) 334-3666 - www.emon.com Effective Date: 12/1/2012 rE=Mon° Energy Monitoring Products APPENDIX D - REFERENCE STANDARD PLANS 1. OCSD 2. City of Newport Beach 3. Standard Plans for Public Works Construction (APWA) ALTERNATE: CONCRETE COLLAR, TO GRADE (BLACK MIX) 12" MORTAR JOINTS NEW OR EXISTING CONE PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) NOTES: MANHOLE FRAME AND COVER PER S-053 OR S-054. AC PER PLANS. VERIFY REQUIREMENTS OF GOVERNING AGENCY — CROSS SECTION 1. Neatly remove pavement and aggregate base as necessary to make adjustment. 2. Make final adjustments at the mortar joint between the first and second grade rings. Set flush with pavement to one-eighth inch high. 3. At existing manholes, add or remove grade rings, repair PVC or sprayed liner, and test liner for pinholes as approved by the Engineer. Adjust height at manhole riser sections if the total height of grade rings would exceed 24 inches. 4. Backfill flush with surface or below pavement surface as required by governing agency with 3250 psi (Class B) quick -setting concrete to form collar. Exposed concrete shall be black in color. 5. Fill area above below -grade collar with AC wearing surface to match adjacent AC. 6. Where odor conditions exist or where designated, seal manhole rim and holes with duct -seal mastic. Re -seal if existing manhole cover was sealed. ORAGE COUNTY SANITATION DISTRICT I MANHOLE ADJUSTMENT ORANGE COUNTY, CALIFORNIA W ROVEDe TO OA Igic 6 GRADE APPROVED DATE DIRECTOR OF ENGINEERING ATE 4 CONCRETE COLLAR NO SCALE STANDARD DWG. S-055 (� zl< 11 �Lu I II XLu II -i�1- W- -I' -__ I � I SEE NOTES 2 I I SEE PVC GAS FLAP I 8 3, I I J— STD DWG S-056 I OF F-777 -01 Aw 7:2m SHT 2 OF 2 2 ' ._ e E j I I � I r I II I; I 1. USE ELEV. "B" WHENJ I ( I ( USE ELEV. "C" WHEN SEWER MAINS ARE LESS I I �_ SEWER MAINS ARE 39" THAN 39" IN SIZE I ( AND GREATER. X_t� NTS NEW PVC LINER WELD TO EXISTING MH SHELF LINER W/ 1" WELD STRIP MIN. __—_ WELD GAS FLAP _....... __.......__.._� 4" MIN. TO PVC LINER W/ WELD GAS FLAP 1" WELD STRIP TO PVC LINER W/ 1" WE D STRIP fl ALL AROUND 4" MIN. `a RIBS NOT POCKET ` ~ - WELD PVC r- � ,_ !fes UND SHOWN POCKET -jV POCKET FOR J/ CLARITY - MIN. F7 e¢ T6" OD +2" _ ....__.. ...... RIBS NOT m EACH SIDE 1/4" x 1" FLAT 316 SHOWN 316 SS SS BAR SEALED FOR 1" ID EYE BOLT IN PVC CLARITY - WELDED TO BAR 1/4" x 1" FLAT 316 _�/OD + 2" SS BAR SEALED INSTALL ----- O.D.+4" EACH SIDE IN PVC NEW LINER EACH SIDE 316 SS TO NEW ELEV. B 1" ID EYE BOLT ELEV. C CHANNEL NTS WELDED TO BAR -- NTS ORAGE COUNTY SANITATION DISTRICT ORANGE COUNTY, CALIFORNIA A�4�7 CORE DRILLED STUB AT EXISTING MANHOLENO. DETAIL 1 OF STANDARD DWG. S-057 I MST 2i07 APPROVED DATE ECTOROFENGINEE c { EXISTING MH SHAFT ►{ TOP OF °,d I, EXISTING BASET 4,000 # CONCRETE — 12" MIN. I (2) 2' JOINTS OF VCP i r d ° e d LATERAL STUB TO HAVE II I 1 CONSISTANT SLOPE AS REQUIRED 1 d° DRY PACK GROUT ALL AROUND STUB - ROUGHEN SURFACE o & APPLY EPDXY BONDING AGENT - WRAP PVC LINER f AROUND VCP AND SECURE W1316 SS BAND CLAMP -- 316 SS BAND CLAMP --- NOTE: EXISTING PVC LINER WELD GAS FLAP TO P.V.C. LINER 2" WELD STRIP FOR GAS FLAP SEE STD DWG S-056 —� SEE NOTES j— NEW RECESSED SIDE CHANNEL i \ m O� (p 12"71 �� \ MIN � ------------.____---- SECTION A 1. CORE DRILL EXISTING MH BASE A MIN. OF 2 INCHES LARGER THAN OUTSIDE DIAMETER (OD) OF NEW VCP STUB AND DRY PACK W! CONCRETE GROUT AROUND OUTSIDE OF NEW VCP STUB AS SHOWN. 2. REMOVE EXISTING PVC LINER OVER EXISTING MH SHELF. JACK HAMMER OR REMOVE PORTIONS OF EXISTING CONCRETE BASE TO FORM NEW RECESSED CHANNEL A MIN. OF 2 INCHES IN WIDTH (ON EACH SIDE) BEYOND EDGE OF NEW GAS FLAP; OR FOR NEW VCP STUBS 15 INCHES OR GREATER IN DIAMETER, REMOVE A MIN. 4 INCHES IN WIDTH (ON EACH SIDE) GREATER THAN OD OF NEW VCP STUB. PATCH BOTTOM AND SIDES OF RECESSED CHANNEL W/ CONCRETE OR GROUT TO MAKE A SMOOTH TRANSITION ON SIDES AND BOTTOM OF CHANNEL. 3. INSTALL NEW MASTIC APPLIED AND MECHANICALLY ANCHORED PVC LINER IN RECESSED CHANNEL AREA OVER FRESHLY CURED CONCRETE AND IN ALL OTHER AREAS WHERE EXISTING PVC LINER WAS REMOVED. PVC WELD STRIPS SHALL BE USED TO PATCH ALL PVC JOINTS. 4. PROVIDE FLAT SHEET PVC GAS FLAP ON ALL LATERAL PIPES 12 INCHES IN DIA. AND LESS UNLESS OTHERWISE SPECIFIED. SEE STANDARD DRAWING S-056. 5. WHEN TRUNK LINE PIPE IS EQUAL TO OR GREATER THAN 39 INCHES IN DIAMETER, LATERAL PIPE SHALL EXTEND TO VERTICAL FACE OF MAIN CHANNEL WITHOUT HAVING A RECESSED SIDE CHANNEL. ORANGE COUNTY SANITATION DISTRICT CORE DRILLED STUB AT 20F2 ORAN E COUNTY, CALIFORNIA EXISTING MANHOLE ' MST 2.°' STANDARD DWG. S-057 NO. APPROVED DATE E OR OF ENGINEERING DAT DETAIL (THIS PAGE INTENTIONALLY LEFT BLANK) Any proposal to install underground utility facilities within the City must use the following procedures and requirements: 1. All new conduits must be constructed in the parkway per "Parkway Utility trench Detail" (attached)unless otherwise approved by the Public Works Department. Final trench restoration shall be performed within one week of removal/installation of facilities. Provide "As -Built" plans within thirty days(30)after completion of the project. 2. Conduits must be a minimum 5 feet from City utilities unless otherwise approved by the Public Works Department. 3. Any sidewalk removal must be replaced in full panels. In addition,any existing city improvements/facilities damaged during construction shall be replaced/repaired at the permitee's expense. Sidewalk shall be restored within one week of removal/installation of facilities. 4. One sack of slurry backfill shall be used to backfill all trenches,around all vaults, all manholes, and all pothholes or bore pits. 5. Roadway conduit construction shall conform to the City's STD-101-L(attached), "Trench Resurfacing","Roadway Utility Trench Detail"(Parkway Utility Trench Detail", "Roadway Utility Pole and Bore Detail", and with the following modified and supplemented requirments: A. New conduits in the roadway shall be installed adjacent to the existing edge of gutter or curb as close as possible. B. New conduits through the intersection roadway shall be jacked/bored and require a minimum of 1 sack slurry backfill for the access holes. C. All roadway construction shall require "Temporary Street/Alley/Sidewalk closure Permit" and Traffic Control plans approved by the Traffic Engineer. 6. A construction schedule must be submitted and approved five (5) working days prior to start of work. 7. All underground facilities constructed shall be part of the "Underground Service Alert". 8. All facilities shall meet the Uniform Building Code (UBC) and have Underwriters, Laboratories Inc (UL)Certification Standards or equal those standards as verified by the Building Department. 9. Additional surfacing requirements may be specified by the Public Works Department when trenching work occurs within pavements less than five years old. CITY OF NEWPORT BEACH I APPROVED: PUBLIC WORKS DEPARTMENT UNDERGROUND CONS TR UC TI REQUIREMENTS RCE NO. 36106 --PUBLIC WORKS DIRECTOR � Drawn: M. WAGNER I Scale: N.T.S. DRAWING NO. STD -105 -L -Al TYPES OF PA VEMENT REPLA CEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560—C-3250 AND #5 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT.• A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. * C. COLD PLANE EXISTING A.C. PAVEMENT (2" MINIMUM DEPTH). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. * NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER. EXIST. ,k* A.C. PVT. k 18„ 18" 24" MIN. MIN. MIN. TYP. VARIES VARIES CONTACT JOINT ASPHALT TRENCH RESTORATION EXIST. ** A.C. PVT. EXIST --J P.C.C. PVT** PIPE BEDDING AND�� BACKFILL PER SID. -106—L. OR AS DETERMINED BY THE FIELD ENGINEER EXIST. ** A.C. PVT. — CONCRETE TRENCH RESTORATION NOTE: STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER. REVISED 6/2002 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RCE NO. 36106 \�LfC WORKS DIRECTOR TRENCH RESURFACING Date: 2 Mar GRA CIA Sale: N.T.S. Drawn by. M. r 199 F. USSTSu D Lois o.T.S. STD DRAWING NO. STD -105 -L -BI NOTE.• NEW CONDUITS AND UNDERGROUND FACILITIES IN THE ROADWAY SHALL BE INSTALLED ADJACENT OR CLOSEST AS POSSIBLE TO THE EXISTING EDGE OF GUTTER OR CURB. IF THE PROPOSED CONDUIT TRENCH IS IN A TRAFFIC LANE ADJACENT TO THE EXISTING EDGE OF GUTTER OF CURB, COLD PLANING AND PAVEMENT RESURFACING WILL BE REQUIRED FROM THE NEAREST LANE LINE OF THE PROPOSED TRENCH TO THE EXISTING EDGE OF GUTTER OR CURB. IF THE TRENCH WORK IS IN A TRAFFIC LANE BETWEEN TRAFFIC LANES, THE CONTRACTOR WILL BE REQUIRED TO COLD PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. THE TRENCH OPENING SHALL BE A MINIMUM OF 2' FROM THE ENTIRE TRAFFIC LANE. IN ADDITION, IF THE TRENCH WORK EXTENDS INTO ANY PORTION OF AN ADJACENT TRAFFIC LANE OR IS DAMAGED AS A RESULT OF THE CONTRACTOR'S WORK OR IS LESS THAN 5' FROM AN EXISTING UTILITY TRENCH, THE CONTRACTOR WILL BE REQUIRED TO COLD PLANE AND RESURFACE THE ENTIRE TRAFFIC LANE. W EX. CURB &GUTTER OR CURB z 0 1-1/2' MIN. COLD PLANE EXISTING PAVEMENT (2" MIN. DEPTH) AND RESURFACE JOIN FLUSH WITH EX. STREET PAVEMENT FOR ENTIRE LANE AND RESTRIPE TRAFFIC LANES/MARKINGS OF ENTIRE LANE IN WHICH TRENCHING OCCURS AND ANY OTHER LANE DAMAGED AND TRAFFIC LOOP(S) DURING CONSTRUCTION FULL LANE WIDTH r (PARKING LANE OR DRIVE) 24" MIN WIDTH TRENCH THRU A. C. SECTION 2' MIN. PIPE BEDDING AND BACKFILL PER STD. -106—L. OR AS DETERMINED BY THE FIELD ENGINEER :. Q)ZE 5' MIN. FLUSH EX. PAVEMENT REPLACE WITH 1" THICKER A.C. THAN EX. A.C. SECTION (COMPACTION 95% MIN.) 1-1/2' MIN. EX. CITY OF NEWPORT BEACH UTILITIES (E. I. SEWER/WATER) NOTE STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ROADWAY UTILITY TRENCH DE TAIL REVISED 6 APPROVED: RCE NO. 36106 --4 ELIC WORKS DIRECTOR )ate: 2 Mar 19991 Scale: N.T.S. )rown b : M. GRA CIA F: \US 3TD\Deta�3C2oos\CSie s�D\ DPAWINGNO. STD -105 -L -C NOTES• 1. ANY SIDEWALK REMOVALS MUST BE REPLACED IN FULL PANELS. IN ADDITION, ANY EXISTING CITY IMPROVEMENTS/FACILITIES DAMAGED DURING THE CONSTRUCTION SHALL BE REPLACED/REPAIRED AT THE APPLICANT'S EXPENSE. 2. SIDEWALK SHALL BE RESTORED WITHIN ONE WEEK OF INSTALLATION OF FACILI TIES REPLACE SIDEWALK PER STD -180-L VARIABLE EX. CURB & GUTTER i .. PIPE BEDDING AND - .— - BACKFILL PER STD. -106-L. OR AS DETERMINED BY THE FIELD ENGINEER VARIABLE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PARKWA Y UTILITY TRENCH DETAIL REVISED 6/2002 APPROVED: RCE NO. 36106 -�Llt WORKS DIRECTOR Drawn by M. GRA CIA F°lu siu c1N0 a 0003\3aT�TD DRAWING NO. STD-105—L— Q L A TPFNI-H LIMTH � ww w w� w wo III � � �►� ��, ' IIIA FINISHED SUBGRADE 1 3/4 OPTIONAL EXCAVATION LINES 3/4 1 SPRING L INE TRENCH SHEETING �OR SHORING IF USED �6' MIN, 3/4 CRUSHED GRAVEL TRENCH SHEETING OR 0,4 0, D, SHORING IF USED UNDISTURBED SOIL, TYPICAL 1, TRENCH WIDTH SHALL BE O.D. + 12' MINIMUM, OR O.D. + 20' MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING, 2, BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM, 3, WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE CONSTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT, 4, BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1,2,1, EXCEPT THAT; (A.) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE, (B.) HAUNCH BEDDING SHALL BE HAND TAMPED TO 907 RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INS TAL L A TIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL, 5 TRENCH RESURFACING SHALL BE PER STD, -105-L. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT REVISED 6/2002 RCE NO. 36106 WBLIC WORKS DIRECTOR PIPE BEDDING Date: 2 Mar 1999 scala: N.T.S. Drawn by. M. GRA CIA Fi\US STD\ Detallts\2003\StcF DRAWING NO. STD_ 1 06-L 10' OR VARIES :. 3/8' EXPANSION JOINT MATERIAL (TYP) 74/3 4/3 ' X R=15' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS �h UNLESS OTHERWISE SPECIFIED )K 10' FOR MAJOR, 10' FOR PRIMARY, AND 8' FOR SECONDARY STREETS UNLESS OTHERWISE SHOWN o CONCRETE SHALL BE 560-C-3250 CURB ACCESS RAMP SHALL COMPL Y WITH CURRENT ADA REQUIREMENTS CURB FACE CURB RETURN AREA R 10' TYPICAL 2" OR 4' MIN MATCH SLOPE 2% MAX, EXIST, -� o. ...o: LANDSCAPE PARKWAY WITH STREET TREES REQUIRED ° WHEN DISTANCE FROM CURB 4" MIN, P,C,C, TO PROPERTY LINE EXCEEDS 6 IN NTIAL TYPICAL SECTION AREAT C NCRETEE SSIDEWALK IN COMMERCIAL AREAS WITH STREET TREES WEAKENED PLANE JOINTS 1-1/4' SAVED, QUICK-JOINT OR EQUAL 8' 8' 8' 8' 8' 8' 8' 8' 3/8' EXPANSION JOINT MATERIAL PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF NEWPORT BEACH APPROVED: _ PUBLIC WORKS DEPARTMENT RCE NO. 36106 / (;;;�LW WORKS DIRECTOR SIDEWALK DETAIL Drawn: M.Cracia Scale: N.T.S. F:ws 3-s Date: Sep 1994 STD D akhzoo a°\-STDG DRAWING NO. STD_ 180-L CIRCUIT SPLICES SERIES (5KV) (OVERLAP APPLIES TO (NOT TO SCALE) EACH END OF SPLICE) THOMAS & BETTS #2D-8 CONNECTOR (USE APPROVED CRIMPING TOOL) 6 1" f�—►fes—� ►I 1" min. 1" min. 120/240V CIRCUIT SPLICES #8 AWG, SOLID COPPER, 5000 VOLT STREET LIGHTING CABLE 3M/SCOTCH BRAND #23 RUBBER TAPE, TO OVERLAP MIN. 1" & FILL DIAMETER 3M/SCOTCH BRAND #33 VINYL TAPE, TO OVERLAP 1" (MIN. 3 WRAPS) 3M/SCOTCH BRAND SCOTCH KOTE SEALANT OVERALL Y4'� f THOMAS &BETTS *SEE DIMENSION, LEFT 2D-8 CONNECTOR 3M/SCOTCH BRAND #23 RUBBER 3M/SCOTCH BRAND #33 VINYL (MIN. 3 WRAPS) #8 AWG 3M/SCOTCH BRAND SCOTCH KOTE SEALANT — WIRE (TYP.) THOMAS & BETTS 600V C—TAP, SERIES J v GENERAL NOTES: T&B TOOL REQPERU MANUFACTURER IRED. USE OVED *SEE DIMENSION, LEFT 1. All phase conductors shall be stranded copper, THWN, identified by a continuous, distinct, color—coded insulation. 2. Circuit pairs for 240V conductors shall be of two distinct colors, continuously traceable from luminaire to circuit breaker. 3. With the exception of the first, 2" diameter conduit from the service cabinet to the first adjacent pullbox, no conductor insulation—color shall be duplicated in any conduit run. Wires of different AWG sizes may repeat colors in the same conduit run. 4. Circuit grounds shall be #8 AWG bare, solid copper, spliced using Thomas & Betts 'C—Tap's as shown , above. Ground conductors to luminaires may be reduced as per specification on CNB STD -205—L, BELOW. 5. Gray (277V), White, or White with color—striped insulation shall be used only for the neutral, or grounded—conductor. �2Y 3 LAYERS OF 3M ELECTRICAL �J TAPE NO. 23 OVER 3 LAYERS OF 3M TAPE NO. 33 OR EQUAL (TYPICAL), RUBBER BOOT NOT ACCEPTABLE, COAT WITH SCOTCH KOTE SEALANT. r� FUSE HOLDER IN PULLBOX TRON #HEX—AA OR EQUAL LOAD I I FUSES: GOULD SERIES AM SPECIFIED P UNLESES TYPICAL FUSE HOLDER LUMINAIRE & LOAD—SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING STANDARD PHASE CONDUCTOR GROUND CONDUCTOR* STD -200—L #10 THWN STRANDED #12 THWN, Solid or Stranded STD -201—L #12 THWN STRANDED #12 THWN, Solid or Stranded STD-202—L—A #12 THWN STRANDED #12 THWN, Solid or Stranded STD-202—L—B #12 THWN STRANDED #12 THWN, Solid or Stranded *NOTE: STD -203—L #10 THWN STRANDED #12 THWN, Solid or Stranded Terminate ground conductor in fixture using appropriate Thomas & Betts 'Sto—kon' brand, Series 'C10', non—insulated fork terminal. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CIRCUIT SPLICING, FUSE HOLDER & WIRING DETAILS APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR DRAWING NO. WALWJDAR z 2 _ I 3" min. EXACT LOCATION PER CITY REPRESENTATIVE 17.25" TO SCE W VAULT _ I I II —2" PVC n jCABINET DOOR TO I I -----FACE STREET II CONDUIT Id ¢-------------- D LINE j LOAD CABINET I U I SIDEWALK f I F-1 n LEVEL . -4 k Y — L .1 24" 2" PVC CONDUIT 26.25" x 24" x 12" THK. P.C.C. PAD CIRCUIT CONDUITS AS REQUIRED CONDUIT & 24" GROUND ROD LOCATION PER MYERS CABINET MODEL NO. MEUG20X—M100 C/SS WITH WINDOW AND METER MANUFACTURES W SOCKET (STAINLESS STEEL) 1 PHASE 3 WIRE 120-240 VOLT 100 AMP MAIN SPECIFICATIONSwpkCIRCUIT BREAKER AND SPACE FOR SIX 2 POLE CIRCUIT BREAKERS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 20.25" NOTES: 11. AL�HORING HARDWARE, MOUNTS, NUTS, BOLTS AND BASE SHALL BE STAINLESS STEEL 2. PROVIDE 3 FT. CLEARANCE AROUND CABINET ON ALL METER SIDES, UNLESS OTHERWISE NOTED. READING II ' II 3. METER FACES STREET. PLATE PULL BOX, SEE STD -204—L FOR SPECIFICATIONS PULL BOX SEE CNB—STD-204—L PARKWAY P.C.C. CURB AND GUTTER ADDRESS: 2" HIGH, BLACK VINYL SELF—STICK NUMBERS/LETTERS 26.25" FRONT x 24" SIDE 26.25" 3" (TYP) }t�" BOLTS SUPPLIED 3" (TYP) WITH BASE .4 1 d I'Fh 4.:, .. d. CAT. #: MEUG20—BASE (X) I f r 1 I X=STAINLESS STEEL 2" CONDUIT TO LINE—SIDE CONDUIT 12" LOAD—SIDE PULL FROM EDISON VAULT BOX PER SCE SPEC. -- N VIEW (4) S X 6" ANCHOR BOLTS WITH 1" HOOK AA§ gTAIL CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT _ SINGLE—METER CABINET RCE NO. 36106 PUBLIC WORKS DIRECTOR MOUNTING DETAIL Drawn: M. Elias scare: N.T.S. a�&CAD St Date: Jan. 2004 STD Der its\2003 Std�STD sn i' DRAWING NO. STD -206—L rl-2 CLASS C MORTAR 6' THK, CONC, COLLAR I 48' DIA, 48" DIA, MANHOLE FRAME AND1" THK A. C, MANHOLE FRAME AND COVER, SEE NOTE #2 COVER, SEE NOTE #2 6" THICK CONCRETE COLLAR W k ' ' '' SEE RING SECT k a • STD, CONCRETE ¢ ..'. 4 .: ¢ a &6 FOR JOINT DET::a:1-2 CLASS C LRINGS,3 24" ::: ..:.HICKNESS MORTAR WHEN POSSIBLE � `O 4' •d . USE 4 2-112 24 DIA, ° d: , RINGS OR STEPS PER 5, EQUIVALENT ai::• 5• STD, -404-L :::°' z #2 TIE BARS Qj g ~ STEPS PER 4 REQ'D, ° ECCENTRIC PRECAST STD, -404-L #2 COILS `L CONCRETE CONE �.. #4 WIRE HOOPS ------------- ---------------- 15/16' : o Q a: ° 36' SPECIAL M.H. R,C,P, 6 36 DIA, 6 Q 3a 36-1/8' DIA,g W is ANY STANDARD PIPE END —' W Ou 5'x2' PIPE SEAT G d ' VERTICAL SECTILN OF VERTICAL SEC TIEN JF EC T ECCE HAFT 2-1/2' RINGS SHALL BE REINFORCED WITH TWO 1/4' ROUND STEEL HOOPS; 6 INCH AND 8 INCH RINGS SHALL BE REINFORCED WITH 4 53' NOTES- HOOPS, TIED WITH N0. 14 A,S & W, GA, WIRE 8' O,C, i• i• 21g 1$ 1 1, ALL JOINTS SHALL BE FILLED WITH 1-2 CLASS C MORTAR Mw AND NEA TL Y POINTED OR WIPED ON INSIDE OF SHAFT, 2, MANHOLE FRAME AND COVER PER STD -112-L WITH LETTER 'D' IN CENTER OF COVER SURFACE OF LETTER SHALL FLUSH WITH FINISHED SURFACE OF COVER, 3, PRESSURE MANHOLE FRAME AND COVER SHALL BE ALHAMBRA �+ FOUNDRY A-1500 OR APPROVED EQUAL, WITH LETTER 'D' IN `ti 1i• 1i• "'� CENTER OF COVER, SURFACE OF LETTER SHALL FLUSH WITH FINISHED SURFACE OF COVER, LZ 1' 13, , 4, ECCENTRIC MANHOLE SHAFT, REDUCER AND RINGS MAY BE ; PLAIN CONCRETE FOR UNREINFORCED SECTIONS, THE MINIMUM THICKNESS SHALL BE 6 INCHES, SEC TIEN 17F 5, TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE COVER FRAME EXCEPT WHERE SHOWN OTHERWISE, SPACING OF STEPS IN SHAFT SHALL BE 12 INCHES ON CENTER, SEE STD, -404-L, ADOPTED FROM LACDPW STD, DWG, N0. 3029-0 REF, STD, -112-L; STD -404-L REV, 9/93 CITY ❑E NEWPORT BEACH APPROVED,' PUBLIC WORKS DEPARTMENT DIRECTOR OF PUBLIC WORKS CONCRE TE RINGS, REDUCER R 1280 AND SHAFT FOR ALE 9 IS Nov 1993 N, TS, STORM DRAIN MANHOLE DRAWN STD -309—L M, GRACIA 13" GENERAL NOTES: 1. Top step shall be no more than 24" from the top of the structure. 2. Bottom step shall be no more than 30" above the invert. 3. Step spacing shall be 16" on center. 4. Steps may be cast in place or epoxied in 1Y4" diameter drilled holes. 5. Steps for sewer and storm drain manholes and other structures shall be polypropylene with a Yz" diameter 80,000 psi tensile strength steel core per ASTM A-82 and ASTM C-478 paragraph 11. 6. Epoxy shall conform to State of California specification 8048-21M-08 and be used in strict accord with the manufacturers printed instructions. 7. Plastic material shall be copolymer polypropylene ASTM type II grade 43758. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STEPS FOR MANHOLES AND STRUCTURES APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR Drawn: M. Elias Scale: N.T.S. Varies 5%" 1Y4' 41 El El a •e a v .: El El 00 El El El ❑ ❑ 1:10 1:10 ❑ ❑ 1:10 ❑❑ 13" GENERAL NOTES: 1. Top step shall be no more than 24" from the top of the structure. 2. Bottom step shall be no more than 30" above the invert. 3. Step spacing shall be 16" on center. 4. Steps may be cast in place or epoxied in 1Y4" diameter drilled holes. 5. Steps for sewer and storm drain manholes and other structures shall be polypropylene with a Yz" diameter 80,000 psi tensile strength steel core per ASTM A-82 and ASTM C-478 paragraph 11. 6. Epoxy shall conform to State of California specification 8048-21M-08 and be used in strict accord with the manufacturers printed instructions. 7. Plastic material shall be copolymer polypropylene ASTM type II grade 43758. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STEPS FOR MANHOLES AND STRUCTURES APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR Drawn: M. Elias Scale: N.T.S. (THIS PAGE INTENTIONALLY LEFT BLANK) E z E z E � E -� In c cr Lo 6" 0 6" v W 150 mm 7, R150 mm ATTER 3:12 BATTER 3:12 SLOPE 6.3% �E x E :. I ; ti, LEVEL " A1-6(150) AND 2-5m m) Al -8 200 A2-6(150) AND A2-8(200) E z w E J z Ln m w 6" 6" m 6" v W (150 mm') MIN 150 mm 150 mm 1 3/4" (20 mm) R BATTER 3:12 BATTER 3:12 LL LL, BOTH SIDES SLOPE 2.0% v I FYEI E E E E 0 C c un " �2-5 D1-6 150 AND A3-6(150) AND A3-8(200) mm") D1-8 200 NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS E -' #4 x 10" ® 4" OC Ln THE CURB FACE (CF) HEIGHT, INCHES (mm). 0 m (#13M x 250 mm 2. GUTTER WIDTH, W, IS 24" (600 mm) 6" 0 0 1200 mm OC) UNLESS OTHERWISE SPECIFIED. 150 mm �) GROUTED IN PLACE 3. TYPES Al, A2, A3 AND Cl SHALL BE BATTER 3:12 CONSTRUCTED FROM PCC. ; 3/4" 4. TYPE D1 CURB SHALL BE CONSTRUCTED (20 mm) FROM ASPHALT CONCRETE. 3" (75 mm) 5. TYPE Cl CURB SHALL BE ANCHORED WITH / STEEL DOWELS AS SHOWN OR WITH AN / EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS C1-6(150) AND C1-8(200) AND GUTTERS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS. STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION PROyINGAIy BY THE STANDARD PLAN P"�� cm�rra IOU CURB AND GUTTER — BARRIER X20_2 I W. 19t16, 2009 SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION D BARS 3" (75 mm) OC #3(#IOM) TIE BAR ----- 4—#6(#19M). E BARsA 3'-3" (975 mm) LONG, SEE NOTE 2 D BARS 3" (75 mm) OC—, SEE NOTE 9 01 F PROMIJILrAlmOry OPTIONAL OUTSIDE TO BE �uc WORKS srA►toMms wa au ��'B°9" 1992 19 EDGE OF CONCRETE `EDGES UNDED TO AND COVER PER GRADE i B 3O(75 mm) R / 24' (610 mm) 014V-0 R -ID OF SPUR C�C PER SPPWC 32 mm5"x2" m rr PIPE SEAT x PIPE � t- 3'-0" (900 mm E BARS W fETE La in (,�#3(#10M) S TIE BAR -0 { 0 LONG 1 i 3—#4 (#13M) J BARS 4'-8" (1.2 m) (1.4 m)) LONG 3 (75 mm) OC CONTINUOUS. ADDITIONAL DETAIL "N" D2 F BARS 6" (150 mm) OC TO INSIDE EDGE RINGS AND COVER NOT SHOWN) PLAN OF MANHOLE, SEE NOTE 2 (SEE NOTE 1) TIE BAR—-' ' 5" (125 mm ROUND EDGES TO 3" (75 mm) R= W13M) 0 18- (450 mm) OC BOT1 WAYS TO BE USED WHEN Dz IS 60" (1500 mm) OR—e SECTION A -A CONCRETE RINGS PER SPPWC 324• OMIT THIS STEP IN PAVED STREETS H BARS 6" (150 mm 16" (400 mm) FOR PAVED STREETS, 2'-2" (550 mm) FOR UNPAVED STREETS — J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT E IE E FI[PIPE SEAT LEVEL, SEE NOTE 8 �I G' E BARS ij 5mm i o i D�BARSe. I n a GRADE POINTS, \\ SEE NOTE 4 �� SECTION B -B —STREET GRADE 5'x1' (125 mm x 25 mm) RING SEAT —=j—H BARS SEE TABLE ;�+-_VARIABI F E BARS 3 or F!21 TIE BARS (10M} J BARS ROUND EDGES TO 3" tJ (75 mm) R SECTION C -C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMIJILrAlmOry M AN H OLE PIPE- TO -PIPE SHAFT NOT SHOWN) �uc WORKS srA►toMms wa au ��'B°9" 1992 19 MANHOLE FRAME STREET AND COVER PER GRADE SPPWC 630 24' (610 mm) MANHOLE SHAFT Ld (125 50 PER SPPWC 32 mm5"x2" m rr PIPE SEAT x PIPE � t- 3'-0" (900 mm E BARS W fETE La in BARS TIE BAR—-' ' 5" (125 mm ROUND EDGES TO 3" (75 mm) R= W13M) 0 18- (450 mm) OC BOT1 WAYS TO BE USED WHEN Dz IS 60" (1500 mm) OR—e SECTION A -A CONCRETE RINGS PER SPPWC 324• OMIT THIS STEP IN PAVED STREETS H BARS 6" (150 mm 16" (400 mm) FOR PAVED STREETS, 2'-2" (550 mm) FOR UNPAVED STREETS — J BARS SPRING LINE INLET ELEVATION APPLIES AT THIS POINT E IE E FI[PIPE SEAT LEVEL, SEE NOTE 8 �I G' E BARS ij 5mm i o i D�BARSe. I n a GRADE POINTS, \\ SEE NOTE 4 �� SECTION B -B —STREET GRADE 5'x1' (125 mm x 25 mm) RING SEAT —=j—H BARS SEE TABLE ;�+-_VARIABI F E BARS 3 or F!21 TIE BARS (10M} J BARS ROUND EDGES TO 3" tJ (75 mm) R SECTION C -C STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMIJILrAlmOry M AN H OLE PIPE- TO -PIPE STANDARD PLAN �uc WORKS srA►toMms wa au ��'B°9" 1992 19 MAIN UNE ID=36" (9000 mm) OR LARGER ............ ............... ....... ........ .., I 320-2 REV. 1906. 220o9 SHEET i OF 4 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT10N TABLE OF VALUES FOR M SEE NOTE 1 TABLE OF VALUES FOR F 2'-10 1/2" 867 mm 3'--6" 1060 mm D2 11 282 mm 8 1/2" 217 mm 16" 410 mm 15" 080 mm F 36" 900 mm 6 1/2" 165 mm 39" 975 mm 7" 180 mm 42" 1050 mm 7 1/2" 190 mm 45" 1125 mm 7 3/4" 195 mm 48" 1200 mm 8" 205 mm 51" 1275 mm 8 -1/2"- 215 mm 54" 1350 mm 9" 230 mm 57" 1425 mm 9 1/41' 235 mm 60 1500 mm 9 1/2" 240 mm 63" 1575 mm 10" 255 mm 66" 1650 mm 10 1/4" 260 mm 69" 1725 mm 10 3/4" 275 mm 72" 1800 mm 11" 280 mm 78" 1950 mm 11 3/4" 300 mm 84" 2100 mm 12 1/2" 320 mm 90" 2250 mm 13 1/4" 335 mm 96" 2400 mm 14" 355 mm 102" 2550 mm 15 1/2" 395 mm 108" 2700 mm 16" 405 mm 114" 120" (2850 mm) 3000 mm 16 17" 1/2" 430 (420 mm mm) 126" 3150 mm 17" 430 mm 132" 3300 mm 17 1/2" 445 mm 138" 3450 mm 17 1/2" 445 mm 144" 3600 mm 18" 455 mm TABLE OF VALUES FOR M SEE NOTE 1 SECTION PAVED STREET UNPAVED STREET MAX MIN MAX MIN A -A 2'-10 1/2" 867 mm 3'--6" 1060 mm C -C 11 282 mm 8 1/2" 217 mm 16" 410 mm 15" 080 mm STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION S+ANDARD PLAN 320-2 SHEET 2 OF 4 MANHOLE PI E -TO -PIPE MAIN LINE ID = 36" (900 mm) OR LARGER Ee NOTES 1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS THAN 2'-10 1/2" (867 mm) FOR PAVED STREETS OR 3'-6" (1060 mm) FOR UNPAVED STREETS, CONSTRUCT MONOLITHIC SHAFT PER SECTION C -C AND DETAIL "N". SHAFT FOR ANY DEPTH OF MANHOLE MAY BE CONSTRUCTED PER SECTION C -C. WHEN DIAMETER D, IS 48" (1200 mm) OR LESS, CENTER OF SHAFT MAY BE LOCATED PER NOTE 2. 2. CENTER OF MANHOLE SHAFT SHALL BE LOCATED OVER CENTER LINE OF STORM DRAIN WHEN DIAMETER a IS 48" (1200 mm) OR LESS, IN WHICH CASE PLACE E BARS SYMMETRICALLY AROUND SHAFT AT 45' WITH CENTERLINE AND OMIT J BARS. 3. L AND P SHALL HAVE THE FOLLOWING VALUES UNLESS OTHERWISE SHOWN ON THE PROJECT DRAWINGS: A. D2=96" (2400 mm) OR LESS, L=5'-6" (1.7 m), P=5" (130 mm) B. D2 OVER 96" (2400 mm), L=6'-0" (1.8 m), P=B" (210 mm) L MAY BE INCREASED OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS. WHEN L GREATER THAN THAT SHOWN ABOVE IS SPECIFIED, D BARS SHALL BE CONTINUED 6" (150 mm) OC. 4. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND REFER TO THE PROLONGED INVERT GRADE LINES. 5. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615, GRADE 40), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACES UNLESS OTHERWISE SHOWN. 6. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE. 7. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY MAY BE PLACED AT SPRING LINE. B. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE A LEVEL SEAT BUT SHALL NOT BE LESS THAN THE TABULAR VALUES FOR F SHOWN ON SHEET 2. 9. D BARS SHALL BE #4 (#13M) FOR D X39" (975 mm) OR LESS, #5 (#16M) FOR D2= 42� (1050 mm) TO 84" (2100 mm) INCLUSIVE AND #6 (#19M) FOR D2= 90 (2250 mm OR OVE . 10. CENTERLINE OF INLET PIPE SHALL INTERSECT INSIDE FACE OF CONE AT SPRING LINE UNLESS OTHERWISE SHOWN. 11. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE SHOWN, STEPS SHALL BE UNIFORMLY SPACED 14" (350 mm) TO 15" (375 mm) OC. THE LOWEST STEP SHALL NOT BE MORE THAN 24" (600 mm) ABOVE THE INVERT. 12. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE: A. MAIN LINE = 36" (900 mm) INSIDE DIAMETER OR LARGER. EXCEPT IF THE MAIN LINE RCP DOWNSTREAM OF MANHOLE IS 36" (900 mm) TO 42" (1050 mm) INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS 33" (825 mm) OR LESS SPPWC 321 SHALL BE USED. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 320--2 I SHEET 3 OF 4 MANHOLE PIPE--TO-PIPE MAIN LINE ID = 36" 900 mm OR LARGER B. THE OUTSIDE DIAMETER OF THE LATERAL MUST BE LESS THAN OR EQUAL TO 1/2 THE INSIDE DIAMETER OF THE MAIN LINE. IF THE UPSTREAM AND DOWNSTREAM DIAMETERS OF THE MANHOLE ARE NOT THE SAME. THE GOVERNING INSIDE DIAMETER OF THE MAIN LINE SHALL BE CONSIDERED TO BE THAT WHERE THE EXTENDED CENTERLINE OF THE LATERAL ENTERS THE MANHOLE. C. IN NO INSTANCE SHALL THE INSIDE DIAMETER OF THE LATERAL TO THE MANHOLE BE GREATER THAN 30" (750 mm). 13, MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630 UNLESS OTHERWISE SHOWN. 14, MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS OTHERWISE SHOWN. 15, WHERE A MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 326. 16. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS SPECIFIED REFER TO SPPWC 328. 17, WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER IS SPECIFIED REFER TO SPPWC 329. 18. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN: 324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER 326 MANHOLE SHAFT - 36" (900 mm) WITHOUT REDUCER 328 PRESSURE MANHOLE SHAFT -- WITH ECCENTRIC 329 PRESSURE MANHOLE SHAFT 36" (914 mm) WITHOUT REDUCER 630 24" (610 mm) MANHOLE FRAME AND COVER 633 36" (914 mm) MANHOLE FRAME AND COVER 635 STEEL STEP 636 POLYPROPYLENE PLASTIC STEP STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 320-2 I MANHOLEPI E -TO -PIPE MAIN LINE ID = 36 mm OR LARGER _(900 SHEET 4 OF 4 Ee Ee 1 " (13 mm 3/4" (19 mm) 3/16" (5 mm) 14" (356 mm) FRONT 330 mm (13") 1-1/8" (29 mm) r I' 15/16" 1/2" (24 mm} (13 mm) REBAR SECTION A -A TOP NUL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PMMULOATO By Ig STANDARD PLAN �'B"'"m"m c""°""°s'"� °°K POLYPROPYLENE—PLASTIC STEP _ 63fi 2 lool USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET OF STEPS SHALL BE STEEL -REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING T0. (A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL BE 1,500 LBS (6.7 kN). �B� ASTM A615 GRADE 60 DEFORMED REINFORCING STEEL BAR. C CALIFORNIA CODE OF REGULATIONS TITLE 8, GENERAL INDUSTRY SAFETY ORDERS. 2. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 70 FT -LBS (95 N.m) AT 207 (-7'C) WITHOUT CRACKING OR FRACTURING. 3. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEP, INCLUDING THE DEFORMED STEEL BAR AND EXCLUDING THE NON -SLIP TREAD SURFACE, SHALL BE T.0 SQ IN (645 mm2). 4. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR SHALL BE CAST MONOUTHICALLY. MINIMUM COVER SHALL BE 3/16" (5 mm). 5. A CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES 1 THROUGH 4 PREPARED BY AN INDEPENDENT CERTIFIED LABORATORY SHALL BE SUBMITTED TO THE ENGINEER CONCURRENTLY WTH A REQUEST FOR APPROVAL. 6. E = 3-3/8" (86 mm). FOR VAULTS AND MANHOLES, 0 = 5-1/2" (140 mm). FOR OTHER INSTALLATIONS, D = 7-1/2" (190 mm). THESE DIMENSIONS MAY BE PLUS OR MINUS 1/4" (6 mm). 7. STEPS SHALL BE EVENLY SPACED. MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 16" (400 mm), WITH THE BOTTOM STEP A MAXIMUM OF 2' (600 mm) ABOVE FLOOR OR SHELF. 8. IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT DRILLED OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE HOLE PRIOR TO INSTALLATION. HOLES SHALL BE STRAIGHT AND PARALLEL. EXCEPT AS OTHERWISE NOTED, STEPS SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS RECOMMENDED PROCEDURES. 9. A DROP STEP WITH A MINIMUM DROP OF 3/4" (19 mm) MAY BE USED. THE DROP STEP SHALL MEET ALL OTHER CRITERIA OF THIS PLAN. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 636-2 POLYPROPYLENE -PLASTIC STEP SHEET 2 OF 2 APPENDIX E - REFERENCE GEOTECHNICAL REPORT 1. Geotechnical Report, District 6 Trunk Sewer Relief Project, Newport Beach, California, Job No. 04.611300081 by FUGRO Consultants, Inc., dated February 2014. 6 FUGRO CONSULTANTS, INC. GEOTECHNICAL REPORT DISTRICT 6 TRUNK SEWER RELIEF PROJECT NEWPORT BEACH, CALIFORNIA Prepared for: RMC Water and Environment February 2014 Fugro Job No. 04.61130005 FUGRO CONSULTANTS, INC. February 18, 2013 Project No. 04. 61130008 RMC Water and Environment 15510-C Rockfield Boulevard, Suite 200 Irvine, California 92618 Attention: Ms. Tricia Butler, P.E. AuCRO 71 N�� 700 South Flower Street, Suite 2116 Los Angeles, California 90017 Tel; (213) 786-3500 Fax: (213) 788-3526 Subject: Geotechnical Report, District 6 Trunk Sewer Relief Project, Orange County Sanitation District Project No. 6-17, Newport Beach, California Dear Ms. Butler: Fugro is pleased to present this report summarizing the geotechnical conditions for the Orange County Sanitation District 6 Trunk Sewer Relief Project. The purpose of this report is to summarize the anticipated geotechnical conditions along the proposed sewer alignment from project -specific subsurface exploration and geotechnical testing performed for this study and to provide geotechnical engineering recommendations for the design and construction of the proposed sewer relief project. The report supplements our preliminary geotechnical report prepared for the project dated August 12, 2013 (Fugro, 2013). We appreciate the opportunity to provide design level geotechnical services for the Orange County Sanitation District 6 Trunk Sewer Relief Project and to continue our relationship with RMC Water and Environment. Please contact us if you have any questions regarding information presented herein. Sincerely, FUGRO CONSULTANTS, INC. �OQROFESSI�Nq� � �' ,�w' ,��EW 0'i°o F��, mad Reza Mortezale, Ph.D. Project Engineer No. 2987 ^� Exp. 06-30- 1y cn�gT aTEc4iN�G���� `cefi CR�� MatthewQ. Po lard, P.E., G.E. Associate Engineer Copies Submitted: (1) Addressee and Pdf �0I615 A member of the Fugro group of companies with offices throughout the world�� �� wCJ ��Rlo RMC Water and Environment February 18, 2013 (Project No. 04.61130008) CONTENTS Page 1.0 INTRODUCTION..................................................................................... 4 1.1 General Statement........................................................................................... 4 1.2 Project and Site Description... ........ ..................................... 4 1.3 Purpose........................................................................................................... 5 1.4 Previous Work................................................................................................. 5 1.5 Work Performed.............................................................................................. 6 1.5.1 Permitting and Site Clearance.............................................................. 6 1.5.2 Field Exploration.................................................................................. 7 1.5.3 Geotechnical Laboratory Testing......................................................... 8 1.5.4 Geotechnical Evaluation/Reporting...................................................... 8 2.0 FINDINGS............................................................................................................... 9 2.1 Geologic Setting.............................................................................................. 9 2.1.1 Regional Geology................................................................................ 9 2.1.2 Locai Geology...................................................................................... 9 2.2 Subsurface Conditions and Engineering Properties ......................................... 9 2.2.1 Artificial Fill {af).................................................................................... 10 2.2.2 Alluvium (Mal) ...................................................................................... 10 2.2.3 Engineering Properties......................................................................... 10 2.3 Groundwater.. ... ................................................................................. ............ 11 2.4 Existing Pavement Structural Section.............................................................. 11 2.5 Seismic Considerations and Geohazards........................................................ 12 2.5.1 Faults and Ground Rupture Potential ................................................... 12 2.5,2 Strong Ground Shaking........................................................................ 12 2.5.3 Liquefaction Potential........................................................................... 13 2.5.4 Seismic Settlement.............................................................................. 13 2.5.5 Lateral Spreading................................................................................. 14 2.5.6 Tsunami I Flooding.............................................................................. 14 3.0 RECOMMENDATIONS................................................................. ... 14 3.1 General............................................................................................................ 14 3.2 Excavations..................................................................................................... 14 3.2.1 Excavation Conditions.......................................................................... 14 3.2.2 Trench Subgrade and Stabilization...................................................... 15 3.2.3 Dewatering........................................................................................... 16 3.3 Open Cut Construction and Excavations......................................................... 16 3.3.1 Trenching and Temporary Excavations ................................................ 16 3.3.2 Operations........................................................................................... 18 3.4 Trenchless Construction.................................................................................. 18 3.4.1 Pipe Bursting....................................................................................... 18 3.4.2 Monitoring of Trenchless Construction ................................................. 18 �ORD RMC Water and Environment February 18, 2013 (Project No. 04.61130008) M 3.5 Fill Materiais.................................................................................................... 19 3.5.1 General Fill..........•........................•...................................................... 19 3.5.2 Imported Fill......................................................................................... 19 3.5.3 Bedding and Pipe Zone Materials........................................................ 19 3.5.4 Trench Backfill Material........................................................................ 20 3.5.5 Backfill and Other Loads on Pipes ....................................................... 20 3.5.6 Pipeline Uplift Considerations.............................................................. 21 3.5.7 Modulus of Soil Reaction— .................................................................. 21 3.6 Vaults and Manholes....................................................................................... 21 3.6.1 Allowable Bearing Capacity and Static Settlement. .............................. 21 3.6.2 Uplift Resistance........................•......................................................... 21 3.6.3 Lateral Earth Pressures....................................................................... 22 3.6.4 Sliding and Passive Resistance......................................•.................... 23 3.7 Soil Chemistry and Corrosion.............................................................•••.......... 23 3.7.1 Test Results............................................................... 23 3.7.2 Corrosion and Cement Considerations................................................ 23 4.0 LIMITATIONS ........................................................................................................... 24 4.1 Report Use...................................................................................................... 24 4.2 Potential Variation in Subsurface Conditions ...................................•........... ... 24 4.3 Hazardous Materials........................................................................................ 24 4.4 Local Practice.................................................................................................. 25 4.5 Plan Review..................................................................................................... 25 4.6 Construction Monitoring................................................................................... 25 5.0 REFERENCES .........................•............................................................................... 26 TABLES Page Table 1. Summary of Borings 7 Table 2. Summary of Pavement Section Thicknesses 12 Table 3. Preliminary Soil Parameters for Temporary Shoring Design 17 Table 4, Equivalent Fluid Weights for Estimating Lateral Earth Pressures 22 Table 5. Summary of Chemical Test Results 23 FIGURES Figure VicinityMap..................................................•................................................................... 1 Subsurface Exploration Map............................................................................................ 2 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) CHART Site Exploration Plan and Profile ....................................... APPENDICES APPENDIX A FIELD EXPLORATION APPENDIX B LABORATORY TESTING �ORD Chart ................... 1 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 1.5.2 Field Exploration The field exploration program consisted of excavating eight soil borings on October 14" and 1510, 2013. The soil borings were advanced along the proposed alignment to depths ranging between about 16.5 and 31.5 feet below ground surface. Drilling and sampling was performed by Martini Drilling, under subcontract to Fugro, using a CME 75 truck -mounted drill rig equipped with hollow -stem augers. The locations of the eight soil borings are presented on Figure 2 and Chart 1. Logs of borings are presented in Appendix A - Field Exploration. Table 1 below presents a summary of the borings, including completion depth and depth to groundwater, if encountered. Table I. Summary of Borings Boring Completion Date Coordinates, LaVLong Approximate Elevation, NAVD88 (ft)Water Depth to (ft) Completion Depth (ft) Northing Easting B-1 10/15/13 33.630° -117.926° 66 20 21.5 B-2 10/15/13 33.630° -117.926° 60 12 16.5 B-3 10/15/13 33.629° -117.926° 50 14 16.5 B-4 10/15/13 33.628° -117.927° 50 Not Encountered 21.5 B-5 10/15/13 33.627" -117.927° 48 Not Encountered 21.5 B-6 10/14/13 33.626° -117.928' 45 17.5 24.5 B-7 10/14/13 33.625" -117.928` 40 25 31.5 B-8 10/14/13 33.623" -117.928° 34 19 31.5 Although nine locations were initially planned, one of the two borings paired together between MH -135 and MH -140 was located on the sidewalk and had to be deleted due to encroachment permit constraints. Each boring location was sampled at approximately 2.5 -foot to 5 -foot intervals using 2 - inch outside -diameter (OD) standard penetration test split spoon samplers and 3 -inch OD modified California split -spoon samplers. The modified California sampler was used with 1 -inch high brass ring liners. The samplers were driven into the materials at the bottom of the borehole using a 140 -pound CME automatic -trip hammer. The blow count (N -value) was recorded, which is the number of blows from the hammer that were needed to drive the sampler 1 foot, after an 7 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) �GRO s �s� initial 6 inch seating interval. Bulk samples of material to a depth of up to about 5 feet of the ground surface were collected at each boring location. Organic Vapor Meter (OVM) readings were conducted on each sample from the soil borings in accordance with Orange County Environmental Health Department requirements. An engineer from Fugro logged the subsurface soil conditions in general accordance with ASTM D2488 and packaged the samples for transport to the laboratory for subsequent testing. Locations of each exploration were recorded using a hand-held GPS device. The sample intervals, recorded N -values, a description of the subsurface conditions encountered, pocket penetrometer readings, OVM readings (in parts per million), and other field and laboratory data are presented on the boring logs in Appendix A. Following logging and sampling at each location, all soil borings were backfilled to near the ground surface with cuttings and the asphalt pavement was patched with quick -set -cement that was dyed black. Any remaining cuttings were spread onsite. 1.5.3 Geotechnical Laboratory Testing Geotechnical laboratory testing was performed on selected earth materials sampled in the soil borings to characterize the materials and to aid in estimating relevant engineering design parameters. The testing program consisted of measurement of moisture/density, compaction, grain -size, plasticity, sand equivalent, R -value, shear strength, as well as limited chemical testing (pH, resistivity, sulfates, and chlorides). The laboratory test results are presented in Appendix B - Laboratory Testing. 1.6.4 Geotechnical Evaluation/Reporting We evaluated and analyzed the field and laboratory geotechnical data, developed opinions and geotechnical engineering recommendations to aid in the design and construction of the project, and prepared this report to summarize our findings, opinions and recommendations. Our report includes the following: • Descriptions of the regional geologic setting and site-specific soil and groundwater conditions encountered in explorations advanced at the site; • Discussion of seismic setting and potential geohazards; • Summary of existing pavement sections at the drill-hole locations; • A cross section depicting the interpreted subsurface site conditions along the proposed alignment based on preliminary profiles provided by RMC; • Geotechnical design parameters for trenchless construction and pipeline design; N. �RO RMC Water and Environment a m February 18, 2013 (Project No. 04,61130008) • Moisture -density test results indicate dry unit weights ranging from 68 to 92 pounds per cubic foot (pcf) on fine-grained samples, and 98 pcf to 127 pcf on coarse- grained samples; with moisture contents ranging from about 27 to 74 on fine- grained samples, and 8 to 29 percent for tested coarse-grained samples, • One direct shear test was performed on selected sample of granular alluvium and resulted in a measured a peak friction angle of 39 degrees and peak cohesion of 300 pounds per square foot (psf). • Two compaction tests (ASTM D1557) were performed on selected samples to assess their compaction characteristics. The tests results indicate maximum dry densities of 111 to 131 pcf and optimum moisture contents of 8.2 to 16.1 percent. • The results of the percent passing the No. 200 sieve range from about 61 to 96 percent on fine-grained samples, and from about 7 to about 49 percent on coarse- grained samples. 2.3 GROUNDWATER Review of the California Geologic Survey (CGS) Seismic Hazard Zone Report for the project area (formerly CDMG, 1997), indicates that the historic high groundwater level in the vicinity of the alignment is about 10 feet bgs. Groundwater was encountered during field exploration in six of eight soil borings at depths ranging from 12 to 25 feet bgs along the project alignment. We note that the groundwater depths indicated on our boring logs as well as those in data presented in our preliminary geotechnical report (Fugro, 2013) may not reflect seasonal, perched, or static groundwater conditions and that the actual groundwater level encountered during construction could be higher or lower than those noted herein. The invert depth of the pipeline is anticipated to range from about 8 to 25 feet below the existing ground. Considering the proposed invert depths and the groundwater conditions encountered in our borings, in our opinion, groundwater will likely be encountered in excavations required to install the proposed pipeline and construct the associated improvements. 2.4 EXISTING PAVEMENT STRUCTURAL SECTION Existing asphaltic concrete pavement thicknesses measured during this study ranged from 6.5 to 10 inches and the underlying base materials ranged from 6 to 24 inches at the locations explored. The thicknesses of the pavements and base measured at each of the soil boring location are presented in Table 2 below and on the logs of borings in Appendix A. 11 CRO RMC Water and Environment February 18, 2013 (Project No. 04.61130008) Based on our observations during drilling, we anticipate that conventional heavy grading equipment in good working order should be capable of excavating the earth materials encountered along the alignment. However, smaller equipment may be necessary where working space is limited. 3.2.2 Trench Subgrade and Stabilization Depending on the subgrade moisture conditions, groundwater levels at the time of construction, and construction activities near the bottom of the excavation, localized unstable or pumping subgrade conditions could be encountered. If pumping subgrade conditions are encountered, measures should be taken to stabilize the trench subgrade prior to placing pipe bedding or fill material. In addition, the excavations should be protected against rainwater and surface water runoff, and efforts should be made to maintain a dry, workable trench subgrade. In addition to overexcavation for pumping/unstable subgrade, additional overexcavation may be required below the proposed trench bottom to remove loose, soft, or unsuitable materials. The contractor, after considering input from the design engineer, geotechnical engineer, and owner, should be responsible for design and implementation of trench subgrade stabilization techniques. Some methods that have been used successfully to stabilize trench subgrade consist of: • Rock stabilization. The exposed unstable subgrade can be excavated and a geotextile fabric or biaxial geogrid can be placed along the excavation bottom and covered with at least 1 foot thick of compacted processed miscellaneous base (PMB) conforming to the requirements of Section 200-2.5 of the Standard Specifications for Public Works Construction (i.e. Greenbook 2003 edition). One - inch crushed gravel can be used in lieu of PMB; however, a layer of non -woven filter fabric (such as Mirafi 180N) should be placed over the gravel to separate the gravel from the overlying fill. Trench plugs should be provided to prevent lateral migration of water through the gravel stabilization layer. • Controlled Lean Slurry _Mix. The exposed unstable subgrade can be overexcavated and replaced with controlled lean slurry mix (or 2 -sack sand -cement slurry). On the basis of our past experience with unstable trench subgrade conditions, the placement of about 1 foot of gravel may be required to provide subgrade conditions that are suitable for the placement of pipe bedding and pipe zone backfill material. PMB materials used for stabilization should be compacted to a minimum of 90 percent relative compaction as determined by American Society for Testing and Materials (ASTM) D1557. Gravel used for stabilization should be wheel -rolled or vibrated in place until no reduction in volume is observed. Filter fabric materials should encapsulate the gravel stabilization layer, 15 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 3.2.3 Dewatering Groundwater was encountered at 12 to 25 feet during drilling at the exploration advanced for this study and we understand that the historic high groundwater is about 10 feet bgs. We recommend that provisions for dewatering be incorporated into the project documents. . The dewatering system used for the project should be designed, installed and maintained by an experienced company specializing in groundwater dewatering systems and the system be capable of lowering the groundwater surface to a depth of at least 3 -feet below the required depth of excavation. Groundwater levels should be maintained below any point on the excavated surface (defined by the elevation of any overexcavated surface) and should provide excavation sidewalls free of groundwater seepage. Excavations for the project should not be made until it can be confirmed or demonstrated that the groundwater level has been lowered as required. Dewatering operations will require permitting in accordance with National Pollutant Discharge Elimination System (NPDES) regulations and possibly other local permits. 3.3 OPEN CUT CONSTRUCTION AND EXCAVATIONS 3.3.1 Trenching and Temporary Excavations Excavations more than 4 feet deep should be sloped, shored, or shielded in accordance with federal and state standards, project specifications, and safe construction practices. The contractor is responsible for providing and maintaining safe excavations, according to Occupational Safety and Health Administration (OSHA) regulations. In areas where the right-of-way is of sufficient width, temporary excavations could potentially be laid back. Fat clay and sand with varying amounts of silt, clay and gravel (OSHA Type C soils) were encountered in the soil borings. Therefore per OSHA's 29 CFR Part 1926, unsupported excavations in these soils that are free from groundwater seepage should be sloped no steeper than 1.5(h):1(v). In addition, flatter slopes may be warranted depending on exposed soil conditions. Temporary excavations should be monitored for stability during construction and be modified, if necessary. Excavations lacking adequate sidewall support could move or become unstable and result in damage to existing improvements and utilities adjacent to the pipeline trench or excavations. The use of unshored excavations will limit traffic access near the top of temporary slopes. Where there is insufficient width or where other factors would prohibit the use of temporary construction slopes, an excavation shoring system will likely be required. Based on our discussion with the project team, we understand limited space will be available for construction on this project and vertical trenches will be required, The selection, design, and installation of any shoring system needed for the project should be made by the contractor, in accordance with OSHA regulations and good construction practice and pipe manufacturer's recommendations. 16 FLIGRO CONSULTANTS, INC. FIGURES Dun I ME. m_f RMC Water and Enviornment Project No. 04.61130008 118°0'0" W 11755'0'W 117'50'0'W it li r I i I FVa In I r �1' !! % Marina C hi ca 9. �. ,i f', �` Ak Stub 3 ices II ., ve TalbortAve I 11 5 ear Tustin ii W MacArthur Blvd- i..- 5 b. Id f P p Ellis Ave�uut I I� A -da, ky f .. riarGold AveIrV u� Suacliff ..._airy.//i h °fy Country, ° Y Bakerr 11.1 sr: J( j. Pk wy clot, 'Huntington m 44 BB'dC.li(Adams A4e Orc,rn3 { Mrchl .�ITJ yf �Q Or t f! z Costa �+ �aouago ,� f rairvR.4. Mesa ' F'ark. 'f A0 an to Avg v n d t PROJECT AREA 55 N t Beach T 1sa^n•n-w Source: Street Map Provided by ESR I. Site Location: Latitude: 33.626540° Longitude: -117.9264690 jI �- J, fJpp e r ;r� 4 l 1 Mewport y4i� Ba Univ Of California. Irvine J Ca „, r , l u bohrta Ga 1 a `~ y' Rd `$ fan Jciarfrrra 4t����' �4e vip0r( Caron a O� Bay Del � Mar n u f;s<.oii o At I'IP'r.n 4 ? a 11,11 140 r VICINITY MAP District 6 Trunk Sewer Relief Project Newport Beach, California T" 1n• OTM N 1120,000 0 3,000 6,000 12.00 Feet FIGURE 1 15 r - yyr { -p,�� � I ` ..'�"- �, : S � y►r` _�}` ' �', _ ' `x - - f • i � /�o- Jti � .t � !irl l°' e ''3 P ' k�XAll i � •' de,'1�� .�•' ,� 'tib t � �, +� fi f �f ..F _.� r� t . ��t � � j ti -?� .r; �,K..- •.e ' - -r=+ `�; 'L?_., � `�� r.� � ..'ICt y t • a ,� r f - , ,_� � . m'� ! _ a 111 i ( i r ' .� t �� r t 1 '� � � 1� ; 'ik;_r{�J6�.••E �;�:. ' _� { � / .t; _ �� _ �1.. 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LeqLegendSoil • As -bum Ba„ng Lacaaon Types L aan CEAY 5 SRIA <,t� SPT N1ALe eY' @ �tRO 100 a6R� Fw.r G.- d [ =.., LM A�Mt CA 9Mli `A f;� RI EtWl7lLa1W GEODETIC INFORMATION ]tUENJ C4a,HpULF eEv,au,xrwa etN rvaoo Approximate Bpnng LacaOanmlu yi7 cy� iSu, _ _ � Fa. O19}Ta61VE �I.— wwTapammwresam -4 RNE•aE MTrFNM MJ$112+0a ZUJ •r IOY plAen lL•w1Cl0nda011971,1977) ■FS C1ATlExA {T;x'Gr•••MS•v btsul G�Waer Le'.el [[LeMapgryl 0E0•MOIO IxaLCrgra w,lEmconr.'AM.E coir � SUE C•E6pbM lfa'E.V•EN • E%nbng Man Hal• It rTygE7M9n i2 •. ■ E#GUTwO,5uA1GM 11 •rp+a4x'R'�•a'• SITE EXPLORATION PLAN AND PROFILE E•, SE ErL i!•,l 6b,.F4assesr ® Propasee N- Man Hole ... sE,�-.... c<o-ws.;.aa�.s.a T�-za�.n T•w • PloposeEMan Hoge Relxauan ■ s.bT •a,xMa,c,el District 6 Trunk Sewer Relief Project Mass - ••.•'.•.. ; F... U,eAagn-M ■ SiIML) Newport Beach, California ! CIea NLI[,a ■ Eris aa�a, SaW ST, W, E.m'g 0 ]EO 5® PROJECT - ce=•�.�: AREA `..^*aY t cmyoT anNS fsci F»[ o -p Open CIR F,pa 8,151 GneN. 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APPENDIX A FIELD EXPLORATION RMC Water and Environment Project No. 04.61130008 CLASSIFICATION AND MATERIAL SYMBOLS MAJOR DIVISIONS MAJOR GROUP NAMES PER ASTM D2458-06 AND MATERIAL SYMBOLS (Rotary -cut) (-riven)California 2-718" ID California tN~ Well -Graded GRAVEL (Driven) 111� (Driven) Clean gravels)M. 2" O- 2-318" ID 1.718" ID GRAVELS less than 5% fines 2-112" OD Poorly Graded Pitcher Barrel •GRAVEL Osterberg II{II (Pushed) a (Rotary -cut) (Piston) SILTY GRAVEL O v buff RON 5D%Or CU4r6ErMCTM NmIZETN 5DI N S Gravels wllhmore 2.718" ID 3" OD than 12%fineszeo ►CLAYEY GRAVEL �= SAN❑ Clean sandWelt-Graded less than 5% SANQS r.nesSPPoorly Graded SAND U SM SILTY SAND b+xm nm sos of 06VSE FruLTON vnssM nv 4 SIEVESands with more than SC CLAYEY SAND 12% lines ML SILT SILTS AND CLAYS - J CL Lean CLAY co w > Liquid Limit Less than 50% C1 a OL ORGANIC SILT 1 r f Z E" oz MH Elastic SILT w SILTS AND CLAYS Fat CLAY Z CH LL Uquid Limit Greater then 50% OH ORGANIC CLAY HIGHLY ORGANIC SOILS PT Peat or Highly Organic Soils Notes: OTHER MATERIAL_ SYMBOLS Classification of soils on the boring logs is in general accordance with ASTM D2488, or Debris or Mixed Fill D2487 if appropriate laboratory data are available. The geologic formation is noted in bold font at o— O -m 07 Pavement with Aggregate the top of interpreted interval on the boring logs. Base SAMPLER TYPE 101 GeobarrO SPT F79 Modified Fn Modified (Rotary -cut) (-riven)California 2-718" ID California See log for size 1-319'10 (Driven) 111� (Driven) (Pushed) 2" O- 2-318" ID 1.718" ID 3" OD 2-112" OD Shelby Tube Pitcher Barrel Osterberg II{II (Pushed) a (Rotary -cut) (Piston) II{ 2-718" ID `= 2.718" ID 2.718" ID 3" OD 101 GeobarrO Rock CoreVibracore 0 to 4 (Rotary -cul) (Rotary -cut) (Vibrated) 2-718" ID See log for size See log for size Push -core Collected from Other (Pushed) Auger See log for details See log for size Note: Refer to text of report for additional details or other sampler types. Una BLOW COUNT Number of blows required to drive sampler each of three 6 -in. Intervals, as measured in the field (uncorrected). An SPT hammer ( 140 Ib., falling 30 -in.) was used unless otherwise noted on the boring log. For example: Blow Count Description 5 5, 7, and 8 blows for first, second, and third interval, 7 respectively. 8 35 35 blows for the first interval. 50 blows for the first 3 inches of 5013" the second Interval. Lack of third value implies that driving was stopped 3 inches into the second interval. W OH "W OH" indicates that the weight of the hammer was sufficient W OH to advance the sampler over the first two intervals. 5 blows 5 were required to advance the sampler over the third interval. N -VALUE The N -Value represents the blowcount for the last 12 inches of the sample drive if three 6 -'inch intervals were driven. N -value presented is independant of impact energy. If 50 hammer blows were insufficient to drive through either the second or the third Interval, the total number of blows and total length driven are reported (excluding the first interval). "ref' (refusal) indicates that 50 blows were insufficient 10 drive through the first 6 -inch interval. Parenthesis indicate that an approximate correction has been applied for non -SPT drive samplers. For example, a factor of 0.63 is commonly used to adjust blow counts obtained using a 3 -inch outside diameter modified California sampler to correspond to Standard Peneteration Test. UNDRAINED SHEAR STRENGTH A value of undrained shear strength is reported. The value is followed by a letter code indicating the type of test that was performed, as follows: U - Unconfined Compression Q - Unconsolidated Undrained Triaxial T - Torvane P - Pocket Penetrometer M - Miniature Vane F - Field Vane R - R -value OTHER TESTS Field or laboratory tests without a dedicated column on the boring log are reported in the Other Tests colomn. A letter code is used to indicate the type of test. For certain tests, a value representing the test result is also provided. Typical letter codes are as follows. Additional codes may be used. Refer to the report text and the faboratory testing results for additional information, k • Permeability (cm/s) Consol - Consolidation Gs - Specific Gravity MA - Particle Size Analysis El - Expansion Index OVM - Organic Vapor Meter WATER LEVEL SYMBOLS Y Initial water level T Final water level ti Seepage encountered CONSISTENCY OF COHESIVE SOIL CONSISTENCY ONORAINED SHEAR STRENGTH {KIPS PER SQUARE FOOT) Very Soft < 0.25 Soft 0.25 to 0.50 Medium Stiff OLD to 1.0 Stiff 1.0 to 2.0 Very Stiff 2.0 to 4.0 Hard > 4.0 Note: In absence of test data, consistency has been estimated based on manual observation. INCREASING MOISTURE CONTENT 1 Dry Moist Wel APPARENT DENSITY OF COHESIONLESS SOIL APPARENT N -VALUE DENSITY Very Loose 0 to 4 Loose 5109 Medium Dense 10 to 29 Dense 30 to 49 Very Dense ? 49 TERMS AND SYMBOLS USED ON BORING LOGS PLATE A-1 A-1 - RMC Water and Environment GRD Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 21.5 ft BACKFILL: Cuttings DEPTH TO WATER: 20.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhaii, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-1 District 6 Trunk Sewer Relief Newport Beach, California A-2 W p ._ LOCATION: 4 a F a N 33.63015 W 117.92604 o ui 0) j Ld > SURFACE EL: 66.0 ft+I- (rel. NAVD88 datum) n F O W w w ' aJ Cr �� Wd W F t?�J U)� Q w n� W,n N d pw Ja ¢� a= �p WW F -z aao p° Wit= F, %� N© qa�Z l❑LnW UJ x w o �v}i vdi ina zoui MATERIAL DESCRIPTION a 5 o v o f a? z h o r ARTIFICIAL FILL (af) • Asphalt Concrete (7.5"} ..............................................• ............ Base 6.5" 64 : , :.. B01 .................................... I........ I .............. . Silty SAND (SM): dark yellowish brown, dry ........................................................... 62 ... ... ... .-. .., ........ .......... 5 6 02 {15) a ALLUVIUM (Qal) 118 13 29 OVIV = 0,8pprr 60 ::. „ 13 ia" CLAYEY SAND (SC): medium dense, dark brown, dry .............. .............. .............. .............. ................... ................... ..... •..... ...... I....... •. 56 to -.:. 3 � 03 66 12 .... .... .............. ... ........ ..... 54 ... ... .............. ................... .......... 129•....1.0.. •...•.......................... vM.=..1'QPP .'SO4 (s) 1a' 5z... ................... .......... 15 z SANDY Lean CLAY (CL): medium stiff to stiff, dark brown, dry 26 1 1.0P VM=1.7 so 65 a ;$ ............................................................. 48 .............. ............................................................ .............. ... ........ .......... 46 20 - = ° 2 CLAYEY SAND (SC): very loose, dark brown, wet 26 35 VM = 1.1PPrr qs 2 13y 1a° NOTES: 1. Terms and symbols defined on Plate Al BORING DEPTH: 21.5 ft BACKFILL: Cuttings DEPTH TO WATER: 20.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhaii, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-1 District 6 Trunk Sewer Relief Newport Beach, California A-2 RMC Water and Environment Project No. 04.61130008 Shee! 1 of 1 BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 12.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-2 District 6 Trunk Sewer Relief Newport Beach, California A-3 ua Ir O-- LOCATION: 4 a w n N 33.62981 W 117.92585 0 z ui > SURFACE EL: 60.0 ft +1- (ref. NAVD88 datum) Q O w = w QJ [W 0j WD W Z u1 U C7 ~ j wm a 3:w �p O �o w- aF �� �W 9 Lu w � w W o ¢� �cn Q rn DJC ma >fr zp w � MATERIAL DESCRIPTION Stu a3 ¢p �c� n$ o ' �� 1� �❑ a? z=� 70)u) F p ARTIFICIAL FILL (af) �.' Asphalt Concrete (5.5") .......................................................... Base 6.5" 58 'a'. • •' 01 ...... ........ ...... ........ ... I ............... .............. Silty SAND with gravel (SM): dark brown,_dry ........""" """"""" """""""""' """""".. ALLUVIUM (Qal) ss ............................ I...............,., .,.,.......... 5— Silty SAND (SM): medium dense to dense, dark brown, dry to wet 32 V - 0.6 prri p... :. '• 1 A 54 '; '. 2 20 21 18" .............. .............. ................... ......... ;.:. QX:Aic),....8...................... ........ .V.M.=.t,6pv52 03 39 (41) 8„ oa s 20 6 moist, poorly graded sand with silt at 10' 7 V = 0.6pp '. 31 18" .............. .............. ........................h+ifl..... 48 ... ... ... ... ................. ..... I.... 1s I wet, dense at 12.5' t14....16 .................................. 1lM.=i2Sgp 305 45 5or3 15" 46 .............. ... ,.. ... ........ .......... 15 •'. � . • ''• 06 11 28 B 44 17 ... ... ... .... ... I....... .......... NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 12.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-2 District 6 Trunk Sewer Relief Newport Beach, California A-3 RMC Water and Environment Project No. 04.61130008 Una Sheet 1 of 1 BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 14.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE; Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG Of BORING NO. B-3 District 6 Trunk Sewer Relief Newport Beach, California A-4 Lu o.- LOCATION: d H a N 33.62872 W 117.92648 vi ❑ z z w r SURFACE EL: 50.0 ft +1- {rel. NAVD88 datum) a c� w = r? w U Q J O� w' W F WWW _ U z F z U ~ F- Wm d� JC'i 0 Lu Lq w W ❑ ¢y 2v> ¢ rn OJT ma �� zo w W MATERIAL DESCRIPTION �w o3 QO �c) aN at C�1� =3 �❑ a? z`M:I-- ❑cn0 o °— ARTIFICIAL FILL (afj QVIVI = 0.8pp Asphalt Concrete (8") ............................................................. 48 y, ..•. o1 ....................................................... Base 8" SILTY SAND with GRAVEL (SM): dark yellowish brown, d : •'k ........ ... • ............ • • .................. • ............ • • ALLUVIUM (Qal) 46 .' ........... ..... .......... ..................... ..I ...... ,.... 5 ' CLAYEY SAND (SC): medium dense, dark brown, dry 1 13 = 1.6pp :>s 4 44 ;. ..,.. 02 15 24 (24) 18" ...... ....... .............. ........... ........ .............. 42 : , 6 13 18 yellowish brown, moist at 7' .............. .............. 21 ............................. ................... ....... I...... uM: ,fiPP , o3 7 W ............................................................. 40 10 ,•' .,;, 2 15 117 17 QVIVI= 1.8pp 32 J23) ,... ... .., ... ... ........ ....,..... 38 .... ... ... ... ... ........ .......... wet at 12.5' ................24............................ .V.M. A.Qpp 05 23 8' 36 .............. .............. ................... ........... 15 •'• "" 8 L� material becomes coarser -grained at 15' 110 18 VM = 1.8PP � ;• •' os O 14 32 fes) 18" ............................�.... .............. NOTES: 1, Terms and symbols defined on Plate Al. BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 14.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE; Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG Of BORING NO. B-3 District 6 Trunk Sewer Relief Newport Beach, California A-4 RMC Water and Environment Project No. 04.61130008 �CROr Sheat 1 of 1 BORING DEPTH: 21.5 R BACKFILL: Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dra. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-4 District 6 Trunk Sewer Relief Newport Beach, California A-5 w O ,_ LOCATION: a a N 33.62796 W 117,9269 vi v' zQ o SURFACE EL: 50.4 ft +1 (rel. NAVD88 datum) a z w z 3 F F- a J W U wa ` O w F �� �w w U)Y) ` U Gr w a Q. pw j� aQ go O° d� F o'z W a 20 0 ma zo w 0 MATERIAL DESCRIPTION �w a� �U o v M5 ga n.? zzi��- 7V)0 r= O °u ARTIFICIAL FILL A Asphalt Concrete (8.5") ............................................................. 48 B01 Base 6" .......................................................... CLAYEY SAND (SC): dark brown, dry ......................................................... 46 .... ... ... I.. I .......... II.. .......... b �J 2 ALLUVIUM (Oal) 61 39 1. = 0.5PP a4 4 5 9]$ 1a^ Fat CLAY (CH): medium stiff to very stiff, yellowish brown, dry .............. ... ...................................... ...... ..... .................... ......... I. ... ........... 42 .............. ............................................................. ...... ..I..... ................... .............. 40 10 "" 3 14L -dark brown below 1 Q' -69 55 2.0 P QVIVI = 0.3pprii 03 6 (9) 18• 38 .... ... ... ... -.. ........ .........- is ................ 96. ......... .......... .up.. V.M-g.1Pn Jv 04 3 6 16 36 .............. .............. ................... .............. 95 6 s lt! very stiff, with opde staining at 15' 43 3.0 M - 0.6pp 34 os (9} ............................................................ 32 .............. .............. ............ ....... I...... ... ................... .......... .............. .............. 30 20 OB 3 5 18 NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 21.5 R BACKFILL: Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dra. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-4 District 6 Trunk Sewer Relief Newport Beach, California A-5 RMC Water and Environment Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 21.5 ft BACKFILL; Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LAG OF BORING NO. B-5 District 6 Trunk Sewer Relief Newport Beach, California A-6 w o _ LOCATION: x 0- F- a N 33.62724 W 117.9273 a vi ❑ rn z O 7 ui > SURFACE EL: 48.0 ft +1- (rel. NAVD88 datum) a z s Z F _ 2 J �O x - Oa vr=n uJ' DS W � H j� Z7 Z00 �° P: �Wz F a L4 OJT �� LU a0 aQ �� a w W ❑ a� 7-0 ¢ cn ma z0 w WW MATERIAL DESCRIPTION iYw 03 3:6 0 9 D❑ gUl az zip— ❑rnrn.v r� O ARTIFICIAL FILL (af) Asphalt Concrete (7") ....... ....... ...... ..... ... ................... .............. 7" 4sBase .................................. ........ .I.......... CLAYEY SAND (SC): medium dense, dark brown, dry """"""" """"""" ............ """' .Value.=.22 44 ... ... ... ... ................... .I........ 5 • . .... 172 4 I8) a ALLUVIUM(QaI) 1 _ -D.1 42 8 18- Fat CLAY with sand (CH): medium stiff to very stiff, dark brown, dry to .............. .............. ................... ..........pP.. moist .............. ............................................... 40 .............. ............................................................. .............. ................... ........ I..... 38 10 2 111_ -very stiff at 10' 76 51 2.5 P = 0.1 PP 03 3 4 7 ig- .............. .............. ................... ......... ... 36 ... ... ... ... ................. ........... 18 ..7.7......4.3 .......................... i.8. P... VM.: DIPPJT 04 O (10) 18" 34 'iHl 15 1 05 4 11L- stiff, with opde staining at 15' 32 2 18" .......I ...... .............. ...... ........... I. .............. 30 .............. .............. ... .I...... .......... 28 20 4 82 74 0.8 = okpprr fl6 2 8 (6) 1B•• ............ ... ......... ....... ..... .......... NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 21.5 ft BACKFILL; Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LAG OF BORING NO. B-5 District 6 Trunk Sewer Relief Newport Beach, California A-6 RMC Water and Environment Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 24.5 R BACKFILL: Cuttings DEPTH TO WATER: 17.5 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-6 District 6 Trunk Sewer Relief Newport Beach, California A-7 w p._ LOCATION: CL r n N 33.62605 W 117.92777 vi F a o w� SURFACE EL: 45.0 h +1- (rel. NAVD88 datum) 4 z z x a w D vu� ` w' w F Zf.. Mz j �w U C7 W a = w a 0 m Hg d g ow JO QCK > >T }� wF >-z ncn ao o'. ❑t= �X Nw z ❑ K� 2 W n 2m 0 ma zo cc MATERIAL DESCRIPTION a Fu U o V o� a? D010 o ARTIFICIAL FILL (en 44 e Asphalt Concret(9") ............................................................. Base 91 301 ............................................................. ALLUVIUM (tlal) 42 .............. .............. ................... ....... I...... ` Elastic SILT with SAND (MH): very dark brown, dry .......................................... .................. CLAYEY SAND (SC): very loose to medium dense, dark brown, dry 40 5— 49 MAI 2 191 38 ..' .............. .............. — .............. ... ... ................... ........ ....,..... .............. 36 .... ... ... ... ... ...I.... .......... 10 .•' .::. 7 ... � 123 11 ' •'. .............. .............. ................... .............I 32 .............. ... ... ... ........ .......... 34 15 ••. •• 4 36 22 9 .;• 44 7 15 18" 28 .... ... .............. ... ........ .......... •' a#:i 3..106....2.1 18 .. ........... I.. ................... .......... 65 6 12 1111 18" 26 .... ... .............. ... ........ .......... 20-1 • .. 1 31 24 •' 6 j 2 1B" .............. .............I ................... .............. 22 � s Q 118 .. 14 �............. ...... .I.......... ...... •• .• _. ,Q7 5 t1 1 1 .............. .............. .................. .......... 8 16" NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 24.5 R BACKFILL: Cuttings DEPTH TO WATER: 17.5 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-6 District 6 Trunk Sewer Relief Newport Beach, California A-7 RMC Water and Environment Project No. 04.61130008 non Sheet 7 of 1 BORING DEPTH: 31-5 ft BACKFILL: Cuttings DEPTH TO WATER: 25.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-7 District 6 Trunk Sewer Relief Newport Beach, California A-8 w O.- LOCATION: a M a N 33.62473 W 117.92808 vi F Oo SURFACE EL: 40.D h+1- (ret. NAVD88 datum) Ow W s uuJ a �� UJ ` �o F �� t wr z� W(0 L' Fx F �Xz w w uJ E�i1m ii pw �� O ¢p aN d� gn Z' � W o 2u}i ma z0 0: MATERIAL DESCRIPTION tYw o3 �� a �� a? m amcnx r= o a ARTIFICIAL FILL (at] ' Asphalt Concrete (10") .............................................. Base 8" 3a Q1 ALLUVIUM (Qal) ........................... ................................. 36 SILT (ML): yellowish brawn, dry .............. .............. .................. I .............. SILTY SAND (SM): medium dense, dark yellowish brown, dry 5 .' ..•, 107 9 0 - _ 0. i PP 34•'-• . s 92 2E (26) 1B" .............. .............. ....... .....rffi...... 32 .... ... .............. ... ..... .. .......... 301a '• 7 CLAYEY SAND (SC): medium dense to dense, dark brown, dry to wet 26 - 0.2pprr 12S03 10 22 .......... ... .... ... ........ ........... 28 .... ... ......... .... . ........ .,.,..,.... 26 ... ... ... ... ................. ........... 15 X-104 20 dense, with trace gravel at 15' 127 9 = 0.1 p P 24 37 (38)24 22 .............. .............. .................. ........... 20 20 OS 5 31 40 -0.1pp .:. 18. .............. ................................. ..... ...... 16 .... ... ... ..... . 111-1-1 ....... ........... 5 1$ ..117....1.3...... ... ................ ......... VM:.9.Opp 06 12 (12} iB" 16 .... ... ... .... ... ........ ........... 25 ' 8 13 -Wet at 25' 23 V = 0.1PP rr 74 07 18 .... ... ... ... ................ ........ 12 .............. ... ... ................... .......... 10 30 ' ' `6 6 13Z Fat CLAY with sand (CH): stiff, dark dive gray, moist 91 31 68 46 2.0 P VM = 0.1pprr a'8 (9f NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 31-5 ft BACKFILL: Cuttings DEPTH TO WATER: 25.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-7 District 6 Trunk Sewer Relief Newport Beach, California A-8 RMC Water and Environment Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 31.5 ft BACKFILL: Cuttings DEPTH TO WATER: 19.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. 6a. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B -S District 6 Trunk Sewer Relief Newport Beach, California A-9 LJ p._ LOCATION: r d F n N 33.623442 W 117.92836 ui F zo J j w� ). SURFACE EL: 34.0 ft +!- (rel, NAVD88 datum) R F z j w F w ~ w Orn �❑ 7 Z F- z W wWP- U Z 0 � Of 2 dC0 M EL (n CYW O 111 14 Q W LU W LU ❑ Q } 2Y) Q m OJof ma cc z W MATERIAL DESCRIPTION �w ❑� Q0 �v 4-o a a (Y 1i JJ ga o ? zy2�„„ Ji!)InY O ARTIFICIAL FILL (af) Asphalt Concrete (8") ........................ .................................. Base (24") 32 r Bol ALLUVIUM (Qal) •`� .............. .............. ............ I ...... ...... I....... 30 + ; . Clayey SAND (SC): medium dense, dark yellowish brawn, dry ............................................................ 5 8 02 16 with trace shell fragments and roots at 5' 4 28.r•`- 9 18,. .............. ... ... ..I........... ... ... ... ..,.. ... ...... ..... ........ .............. .......... 26 �• f. ... ...... .............. ... ........ .......... 24 10 .. r,�• ;:: 10 - becomes dark brown at 10' 115 12 f.:.. r .... 14 .............. ................................. .............. 22 ",r .............. .............. ... .............. ... ... .............. ........ I ... .......... .......... za.............. •. .............. ................... .......... 15- 5 Is 1G.............. ... ... ... ......., .......... 14 20 ' '•' 8 SILTY SAND (SM): loose to medium dense, yellowish brown, wet 98 29 QVM - 1.6pprr 3a (zsl 1e" Y.12 .............. ............... ................. .......... 17.............. 100 20 18 .................... ............ . ......... . 25 ,• ; '• ;.;; 4 :.. is 111 12 QVM = .3ppir 8 .' ..... 97 5 6 (7) 16" .............. .............. ................... .............. S ;•',•'• ... .............. ... ... .............. .... ... ................. ......I. .......... ........... 4 30 2 Elastic SILT (MH): soft to medium stiff, very dark brown, wet 61 28 1.0 P M = 1.8 pprr 08 4 NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 31.5 ft BACKFILL: Cuttings DEPTH TO WATER: 19.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. 6a. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B -S District 6 Trunk Sewer Relief Newport Beach, California A-9 APPENDIX F - SCADA CONTROL SYSTEM 1. HOAG SITE PROPOSAL SPECIFICATIONS 3. INSTALLATION GUIDE xio 0 Ranjit Hothi Regional Account Manager XiO, Inc. 415.450.0328 100 Smith Ranch Rd, ranjith@xiowater.com San Rafael, CA 94903 Xi i Alan Grahame Vice President, Sales XiO, Inc. 818.620.1260 100 Smith Ranch Rd. alang@xiowater.com San Rafael, CA 94903 xio We Know Water A Proposal for an XiO Cloud SCADA® Water Control System for Newport Beach - Hoag Stormwater System Version 1.2 December 19, 2019 Version 1.2 Newport Beach - Hoag Stormwater System Proposed System XiO, Inc. (XiO) is pleased to supply this proposal to provide a monitoring and control system for Newport Beach - Hoag Stormwater System. Overview The proposed system consists of one site, with one stormwater pump station. The submersible pump will operate to remove water from the stormwater basin. One XiO Field Installable Unit (FIU) will be required for the below control and monitoring system. Xi0 will not supply the flow meter. An XiO-supplied cellular modem will communicate directly to the XiO Cloud Servers, enabling seamless access for the users through their established web page. Controlled Assets: • Control the [1 ] Sump Pump based on a user defined stormwater basin level. • Control the [1 ] Pump Running Light Output based on a user defined sump pump electrical energy used. XiO will not supply the annunciator light, only the output to operate it. • Control the [1 ] General Alarm Light Output based on a user defined General Alarm Status. XiO will not supply the annunciator light, only the output to operate it. Monitored Assets: • Monitor and report the Stormwater Basin level utilizing an XiO-Supplied wastewater level sensor. • Monitor and report the status of the two Floats utilizing an XiO-Supplied 120 VAC isolated discrete input. • Monitor and report [1 ] Discharge Mag Meter flow rate and total flow. This requires that the meter be equipped with a pulse output. • Monitor and report [1 ] Intrusion Alarm utilizing an XiO-Supplied discrete input. • Monitor and report [1 ] Sump Pump electrical energy used, utilizing an XiO-supplied current transducer. • Provide an uninterruptible power supply to power the FIU, Modem, and level sensor in the event of a grid power failure. Communications: •[1 ] System Modem to provide a connection to the XiO Cloud Hoag Stormwater Pump Station Diversion Valve ntoeam Intrusion Alarm Discrete Input DI Fps] Sump Electrical Panel Pump Running Light Output HE a Existing XiO Connected from previous phase Customer Supplied NOTMO Connected Customer Supplied and XiO Connected XiO supplied and Connected Confidential Document I XiCl, Inc. Page 2 of 13 Version 1.2 Stormwater- Features Detail Newport Beach - Hoag Stormwater System Oty ItemDescription1 FIU, Custom Controller Field Installable Unit (FIU) custom configured with inputs and (FIU-1) outputs as required. Total Cable: 0 ft Pricing includes: • NEMA 4x enclosure 1 Pump Monitor and Control Pump Monitoring and Control provides the ability to monitor (Sump Pump) and control one pump. Provides reports on pump run times Total Cable: 10 ft and electrical energy used. Pricing includes: • RMS electrical current sensor with 10 feet of shielded 600V cable, approved for use inside electrical enclosures. • Extension cable to the specified length with water -tight, connectorized, low -loss, shielded cable for easy installation. • One Dry Contact relay 1 Wastewater Level Monitoring, Lift Station Wet Well Monitoring provides up-to-the-minute with submersible views of a wastewater lift station wet well level. Alarms notify (Stormwater Basin level) users of a high and low levels. Total Cable: 50 ft Pricing includes: • Large Diaphragm Submersible Pressure Sensor designed for use in wastewater with specified length of water -tight, connectorized, low -loss, shielded cable for easy installation 2 Input, Discrete, Isolated, Isolated discrete 120 VAC input. 120VAC (High and Low Floats status) Total Cable: 0 ft 1 Flow Meter, Customer Supplied Inputs for a flow meter pulse output. Provides up to the minute (Discharge Mag Meter) flow rate and total flow. Total Cable: 0 ft 1 Input, Discrete, Dry Contact Monitors the status of a dry contact and will allow for alarms Monitoring assigned to specific values. (Intrusion Alarm) Total Cable: 0 ft 1 Cellular Modem Cellular Modem mounted inside a NEMA -4x enclosure. (System Modem) Network switch included for connection to multiple FIU's and IP Total Cable: 0 ft Radios. 1 Uniturruptible Power Supply To monitor inputs at the site continuously through a brief power (Controls and Comms UPS) outage. The UPS is rated for 4 hours of continuous operation in Total Cable: 0 ft the event of a power outage when powering one FIU. Includes a replaceable AGM (deep cycle) battery. Confidential Document I XiC, Inc. Page 3 of 13 Version 1.2 Newport Beach - Hoag Stormwater System 2 Discrete Output Controlling Dry Contact discrete output that may be opened or closed via (Pump Running and General the XiO Cloud interface or via a Soft 1/0 soft device. Alarm) Pricing includes: Total Cable: 0 ft • One Dry Contact relay Confidential Document I XiC, Inc. Page 4 of 13 Version 1.2 Symbols Used CT Current Transducer to measure motor or pump energy consumed 2Cho Dry contact output from XiO FIU is used to request pump start/run XiO Field Installable Unit (FIU) XiO Field Monitoring Unit (FMU) Pressure Transducer, HOA submersible or external (mg/L units) Differential Pressure OP Transducer VT Tip -style Float F Switch pH and Temperature pH and Temperature Flow Water meter with Meter pulse output CT Current Transducer to measure motor or pump energy consumed 2Cho Dry contact output from XiO FIU is used to request pump start/run XiO Field Installable Unit (FIU) XiO Field Monitoring Unit (FMU) Manual Valve Altitude Valve Electric, Actuated Valve Electric Solenoid Actuated Valve Flow Control Valve Electric, Actuated Valve with Feedback Newport Beach - Hoag Stormwater System Cl Hand/Off/Auto selector HOA switch (mg/L units) Drum Volume VS Sensor VT Voltage measurement Manual Valve Altitude Valve Electric, Actuated Valve Electric Solenoid Actuated Valve Flow Control Valve Electric, Actuated Valve with Feedback Newport Beach - Hoag Stormwater System Cl Residual Chlorine Sensor Measure (mg/L units) Turbidity Turbidity Sensor (NTU Measure units) pH and Temperature pH and Temperature Cellular Modem Modem Ozone Ozone Sensor (mi units) (mg/L) n , , , , Unlicensed Radio with D+H+- Yagi Antenna Unlicensed Plate Radio Mechanical Pressure Switch Variable Frequency Drive (VFD) Xio Symbols Used in this Document Manual Float Valve This document is the property of XiO, Inc. and is submitted on a strictly confidential basis. Any information contained hereon including part numbers is not to be disclosed to a third party without the expressed written permission of XiO, Inc. 'Green -colored symbols connect to the XiO Cloud SCADA®Control System i XiO, Inc. Alarms The XiO system can alarm on any value that is monitored via an email or SMS text notification to a list of authorized operators. Examples of these alarm conditions are: • No communication with the site • Pump fails to start • High/ Low Tank Level Verizon Modem The XiO Cloud SCADA control system requires a minimum of one connection to the Internet. XiO supplies a rugged NEMA4X enclosure with a Verizon modem that connects to the Verizon network. Like all parts of the XiO control system, the modem is shipped to site ready for an electrician to mount, apply 120VAC and power up. The system automatically connects to the Internet and XiO is informed of the event and can assist in system start-up. Report Generator Included at no additional cost is a comprehensive report generation system that can produce monthly reports downloadable in Excel format containing required fields, employing any data collected such as pressure levels, pump hours, water pumped, electricity used, cost to pump water—all listed by month, day, hour, minute. The data is organized and can be viewed by any authorized operator on the secure XiO website. Confidential Document I XiO, Inc. Page 5 of 13 Version 1.2 Newport Beach - Hoag Stormwater System Cloud Based Management The XiO system will be monitored and managed through an account on XiO'S secure cloud servers. The password protected account will provide managers with the following: • System Overview - Process diagram showing the current state of the system (i.e. tank levels, status of pumps, etc.). • Levels - Line graphs showing the levels of all monitored parameters. • Reports - Downloadable reports showing water pumped (gallons), energy used by pumps (kWh), efficiency of pumps (kWh/1000gallons), and pump runtime (hours). • Alarms -View of all alarms that have been triggered. • Schedule -Page allowing the user to adjust the set points that affect when the pumps will run. System Installation XiO does not act as a contractor and does not install the equipment. XiO recommends that the Proposed Control System be installed by a licensed electrician and a water operator. The XiO hardware requires a single 120VAC circuit, fused at 15 amps or less. An individual Field Installable Unit (FIU) draws 3.7 watts, while the supplied cellular modem draws 6 watts. A solid earth ground must be provided, as required by code, but no special precautions need be taken. All connections are clearly marked with UL -recognized label materials. All enclosures are non-metallic rated NEMA4X, and XiO recommends employing water tight conduit especially in near -marine environments. The customer is responsible for providing a suitable mounting location for the FIU(s) and other XiO-supplied hardware. There are several considerations when selecting a suitable mounting location for the FIU, Uninterruptible Power Supply (UPS) or other XiO supplied hardware: Temperature- As with all electronics, extreme temperatures, especially heat, can affect the proper operation of the XiO Control System. It is important to consider sources of heat when selecting a suitable mounting location for the FIU. • Keep the FIU out of direct sunlight • Do not mount the FIU on a South -facing wall or panel • Consider constructing a cover to provide shade for the FIU • Avoid mounting the FIU on a surface that may become hot such as an outdoor metal panel. • Be sure the Soft -1/0 Module is properly seated in its bracket Environment- Components of the XiO Cloud SCADA® Control System are housed in NEMA -4X enclosures that protect them from many environmental conditions such as rain, solid objects, dust, and some corrosive agents. • Take additional steps to avoid harsh environmental conditions if possible • This includes potentially dangerous gasses produced by wastewater • Be sure to provide a water -tight seal on any enclosure penetrations Delivery The preconfigured system will be shipped from XiO 4-6 weeks after receipt of a purchase order. Confidential Document I XiO, Inc. Page 6 of 13 Version 1.2 Newport Beach - Hoag Stormwater System Payment The total cost of the system is $18,410 (not including tax or actual UPS ground shipping costs). This price includes all XIO-supplied hardware as listed above, all programming, and 60 months of prepaid Cloud Fees. Recurring monthly cloud service fee of $74, to begin 60 months after initial invoice. Applicable sales tax for the total cost of the system will be collected upon invoice. The undersigned agrees to the specifications of the payment method listed above. Initial: Recurring Monthly Service Fees The cloud service fee is $39/month per Controller (if applicable) and includes all programming, ongoing support, alarms, report generation, unlimited access to the secure website and an extended warranty on the FIU control module--Soft-1/O°--as long as the Cloud service fee is kept current. The warranty referenced in this paragraph is attached to this document. This paragraph specifically modifies the warranty in the favor of the customer. The cloud secure cellular access charge, including Internet, is $35/month per modem (if applicable). Controller (FIU) Cellular Modem with internet Total Monthly Fees $39 1 $39 $35 1 $35 $74 Payment of Recurring Monthly Service Fees 60 months after the system has been installed, the customer will receive notice regarding payment for the recurring service fees. A check will be required for the fi rst 90 days of service. Subsequent payments will be made through an automatic payment process. Confidential Document I XiC, Inc. Page 7 of 13 Version 1.2 Newport Beach - Hoag Stormwater System Terms This proposal is valid for 90 days from the date on this document. XiO will invoice upon shipment, and payment is due 30 days from invoice date. Terms and Conditions of Sale The following Terms & Conditions of Sale are included in this proposal. Hardware Acceptance: Print Name Signature Email Hardware Bill To: Cloud Fees Acceptance: Print Name Signature Email Cloud Fees Bill To: Hardware Ship To: Confidential Document I XiC, Inc. Page 8 of 13 Version 1.2 Newport Beach - Hoag Stormwater System Terms and Conditions The following Terms and Conditions are incorporated in and are a part of the Purchase Agreement. Where the Product in question is a software product, it is understood that Customer receives only a license to use such product on the terms stated herein. XiO, Inc. ("XiO") retains title to said product. 1. Price; Payment Terms A. Prices for all products (hardware and software) will be the price agreed upon in XIO'S acknowledgment of Customer's order or at the time of online order placement. B. XiO shall provide written acknowledgment of all non -online orders showing price, anticipated delivery date and payment terms. For online orders, Customer is provided with these Terms and Conditions, price, anticipated delivery date and payment terms. As a result, no written acknowledgment is provided for online orders. C. Prices are exclusive of all federal, state, municipal or other government, excise, sales, use, occupational, or like taxes or duties now in force or enacted in the future. Any such tax, fee, or charge of any nature whatsoever imposed by any governmental authority on, or measured by, the transaction (including the shipment of goods) between XiO and Customer shall be paid by Customer in addition to the prices quoted or invoiced. In the event XiO is required to pay any such tax, fee, or charge at the time of sale or thereafter, Customer shall reimburse XiO therefore. D. Payments shall be made by Customer in accordance with payment terms stated by XiO in written acknowledgment of order, or in an online description for online orders. Amounts not timely paid shall bear interest at the rate of 1-1/2% for each month or portion thereof that payment is late. 2. Delivery A. Delivery will be F.O.B. XIO's plant and shall occur on the date of turnover to a common carrier unless, at Customer's option, Product is picked up at the F.O.B. point by Customer. B. Title and risk of loss for Products shall pass to Customer on delivery F.O.B. XIO's plant. Customer shall then be responsible for and bear the entire risk of loss or damage to Products. Unless otherwise instructed, by Customer, XiO shall insure each product during shipment for Customer' account and will add the cost of such insurance to Customer' invoice. C. Shipment will be scheduled to be made on the date specified on Customer's written purchase order or on the date agreed upon by both parties and specified on the written acknowledgment of XiO, whichever is later, or --in the case of online orders-- based upon the online -stated scheduled date. This date is the scheduled shipment date. XiO reserves the right to extend this date by not more than sixty (60) days upon notification of Customer. If shipment is delayed by XiO more than sixty (60) days, Customer may terminate this Agreement and receive a refund of all money paid hereunder. Confidential Document l XiC, Inc. Page 9 of 13 Version 1.2 Newport Beach - Hoag Stormwater System 3. Change Orders Any written request from Customer for a change in the order acknowledged by XiO may subject Customer to a price change reflecting XIO's increased or decreased direct costs or an extension of the scheduled shipment date, or both, depending on the change requested. Written acknowledgment by XiO of a change order will specify and confirm any price or delivery impact. 4. Shipment In the absence of specific shipping instructions from Customer, XiO will ship by the method it deems most advantageous to both parties. Transportation charges may be prepaid and will be subsequently invoiced to Customer. Unless otherwise specified, products shall be shipped in XIO's standard commercial packaging. When special packaging is requested or, in the opinion of XiO, required under the circumstances, the cost of the same will be separately invoiced. If Customer specifies the shipment method on the purchase order, and XiO uses a different method, then XiO shall be liable for the difference, if any, between the cost of freight incurred and the cost of freight which would have been incurred had XiO complied with Customer' shipping instructions. 5. Cancellations XiO shall have the right to cancel the order and recover possession of and title to a product (if such have passed to Customer) under any of the following circumstances: Customer fails to perform its obligations under any of the material Terms and Conditions hereunder; or Customer's delay directly causes material delay to XIO'S performance; or any bankruptcy, arrangement or insolvency proceedings are commenced by or against Customer; or in the event of the appointment of any assignee for the benefit of creditors or of a receiver of Customer or its properties. No such termination shall prejudice any of the rights of XiO arising prior to such termination or shall limit in any way other remedies available to XiO. Customer shall have no right to cancel the purchase of any product after shipment from XiO. Orders for standard products that are canceled within fifteen (15) days prior to the scheduled shipment date from XiO shall be subject to a cancellation charge equal to twenty percent (20%) of the total purchase price. Orders for custom products are not cancelable after order acknowledgment. 6. Warranty Hardware products and software media are warranted against defects in materials and workmanship for a period of one year from the date of shipment. During the warranty period, XiO will, at its option, either repair or replace (but not install) product or software media which proves to be defective. The Product or media must be returned to XiO for warranty service or repair. Customer shall prepay shipping charges to XiO and XiO shall ship to Customer in accordance with Section 4 of this Agreement, except that shipment by surface transportation to Customer, within the U.S. only, shall be at XIO's expense. XiO warrants that software products will conform to published specifications and will operate properly for one year from the date of shipment. XiO will correct material defects in software products during the warranty period by issuing converted versions of software products. Confidential Document I XiC, Inc. Page 10 of 13 Version 1.2 Newport Beach - Hoag Stormwater System 7. Limitations and Disclaimers of Warranties Certain products are factory sealed and carry a label stating "warranty void if this seal is broken". In such a case, the foregoing warranty shall not apply if the product seal has been broken or the enclosure has been opened. The foregoing warranties shall not apply to defects resulting from improper connection, improper interfacing, misuse, or operation outside the specified environment. THE FOREGOING WARRANTIES ARE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED. XIO SPECIFICALLY DISCLAIMS THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION CONTAINED HEREIN. 8. Waiver of Certain Damages and Limit of Liability XIO WILL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL, INDIRECT OR CONSEQUENTIAL DAMAGES, HOWEVER CAUSED, OR ON ANY THEORY OF LIABILITY, NOR WILL XIO BE LIABLE FOR LOSS, DAMAGE OR EXPENSE WHICH DIRECTLY OR INDIRECTLY ARISES FROM CUSTOMER' USE OF OR INABILITY TO USE PRODUCT EITHER SEPARATELY OR IN COMBINATION WITH OTHER EQUIPMENT [EXCEPT FOR DAMAGE TO PERSON OR TANGIBLE PROPERTY], OR FOR COMMERCIAL LOSS OF ANY KIND, OR FOR PROCUREMENT OF SUBSTITUTE GOODS, WHETHER OR NOT XIO HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE OR LOSS. IN NO EVENT SHALL XIO'S LIABILITY ARISING OUT OF THIS AGREEMENT EXCEED THE AMOUNT PAID TO XIO BY CUSTOMER FOR THE PURCHASE OF THE PRODUCT GIVING RISE TO SUCH LIABILITY. THIS LIMITATION IS INTENDED TO LIMIT THE LIABILITY OF XIO AND SHALL APPLY NOTWITHSTANDING ANY FAILURE OF ESSENTIAL PURPOSE OF ANY LIMITED REMEDY. 9. Security Interest Customer hereby grants to XiO a security interest in each product, to secure payment of the purchase price. XiO shall have the rights of a secured party under the Uniform Commercial Code in effect in the state where the premises at which the product is installed are located, including the right to retake possession of, or inhibit the use of product on any default by Customer. XIO's security interest shall expire upon the payment to XiO of the full purchase price. Customer agrees to execute such other documents as XiO shall reasonably require to perfect XIO's security interest. 10. Patent and Copyright Indemnity A. XiO will defend at its expense any action brought against Customer to the extent based upon the claim that a product constitutes direct infringement of any duly issued United States patent or copyright and shall pay any settlements or judgments to the extent based thereon, provided XiO shall have sole control of any such action or settlement negotiations, provided further that Customer notifies XiO promptly in writing of such claim, suit or proceeding and, at XIO'S expense (except the value of time of Customer' employees), gives XiO adequate information and uses its best efforts to settle and/or defend any such claim, suit or proceeding. Confidential Document I XiC, Inc. Page 11 of 13 Version 1.2 Newport Beach - Hoag Stormwater System B. If a product becomes, or in the opinion or XiO may become, subject to any claim of infringement for any United States patent or copyright, XiO may, at its option: (i) procure for Customer the right to use or sell the product; (ii) replace or modify the product, or part thereof; or (iii) remove the product, or part thereof, and refund the aggregate payments paid therefor to XiO less a reasonable sum for use and damage. XiO shall not be liable for any costs or expenses incurred without its prior written authorization. C. XiO assumes no liability for (i) infringement of patent or copyright claims resulting from completed products of Customer into which a product is incorporated; (ii) any assembly, circuit, combination, method or process of Customer in which any product may be used; (iii) any compliance with Customer' specifications; or (iv) the modification of a product, or any part thereof, unless such modification was made by XiO or with the written approval of XiO. D. THE FOREGOING STATES THE SOLE AND EXCLUSIVE LIABILITY OF XIO, AND THE EXCLUSIVE REMEDY OF CUSTOMER, FOR PATENT, COPYRIGHT AND OTHER INTELLECTUAL PROPERTY RIGHTS INFRINGEMENT OR CLAIMS OF INFRINGEMENT. 11. Substitutions and Modifications XiO reserves the right to make substitutions and modifications in the specifications of products designed by XiO providing that such substitutions or modifications will not materially negatively affect performance in the intended application, and that upon written request, XiO will provide a brief explanation of the change. 12. Entire Agreement The Purchase Agreement and Terms and Conditions as set forth herein shall govern and constitute the entire agreement between XiO and Customer. XiO shall not be bound by any terms of Customer' order which are inconsistent with or additional to the Terms and Conditions herein set forth. 13. Software Products Restriction Products delivered to Customer pursuant to these Terms and Conditions may embody and include certain software programs in object code (machine-readable but not human - readable form). In some cases, the only product delivered will be a software product. The software may be contained on disk drives or CD's, erasable programmable read-only memories (EPROMS), non-volatile random access memories (NVRAM), electrically erasable programmable read-only memories (EEPROMS or flash memory), programmable array logic devices (PALS or FPGAS), disk cartridges, may be embodied in Application Specific Integrated Circuits (ASIC's) or in other electronic or mechanical forms. Such software constitutes either the copyrighted property of XiO or the proprietary trade secret information of XiO, or both, and shall be held in confidence by Customer. XiO retains title to the software (excluding media on which recorded) and all intellectual property rights, and no title to software or intellectual property rights is transferred to Customer. Unless Customer is granted greater rights by written amendment to these Terms and Conditions executed by XiO, Customer is hereby granted a personal, non- transferable, non-exclusive perpetual license to use only the number of copies of the software which are provided by Confidential Document I XiC, Inc. Page 12 of 13 Version 1.2 Newport Beach - Hoag Stormwater System XiO, and to use such copies only on (i) the hardware on which it is originally mounted by XiO, or (ii) on a single hardware product identified by Customer in its purchase order and confirmed by XiO in its order acknowledgment. Without XIO's prior written consent, Customer may not copy the software for any purpose, nor may Customer remove the software or attempt to execute the software on any hardware other than the authorized hardware. Customer shall not, whether through use of disassemblers or any other means whatsoever (including but not limited to manual, mechanical or electrical means), reverse engineer, decompile, disassemble or derive source code from the software, or attempt to or permit any third party to do any of the foregoing, including causing the software to be destroyed or disabled. Any attempt to do any of these things shall be material breach of these Terms and Conditions which shall immediately entitle XiO to exercise any remedies set forth herein, as well as any remedy that may exist at law or in equity. The provisions of this Section 13 shall survive this Agreement in perpetuity. 14. Conditions of Operation THE PRODUCTS PROVIDED BY XIO ARE INTENDED TO BE USED ONLY WHEN SUPPLEMENTAL PROTECTION IS PROVIDED TO PREVENT DAMAGE TO CUSTOMER' PROPERTY OR INJURY TO PERSONNEL. BECAUSE OF THE HIGH COMPLEXITY OF A COMPUTER -CONTROLLED MACHINE CONTROL OR INPUT/OUTPUT SYSTEM, UNINTENDED MOTION AND ACTIONS CAN OCCUR. CUSTOMER ACCEPTS ALL RESPONSIBILITY FOR INTEGRATING XIO PRODUCTS INTO MECHANISMS OR PROCESSES. LIMIT SWITCHES MUST BE A PART OF A MACHINE CONTROL OR INPUT/OUTPUT SYSTEM. OPERATOR GUARDS AND OTHER PROTECTION FOR OPERATORS MUST UNILATERALLY ACT TO PROTECT PERSONNEL AND PROPERTY. CUSTOMER ACCEPTS ALL RESPONSIBILITY FOR INSURING THAT MECHANISMS OR PROCESSES OF WHICH XIO PRODUCTS ARE A PART COMPLY WITH APPLICABLE SAFETY AND HEALTH STANDARDS, MUNICIPAL CODES, AND ANY SIMILAR REQUIREMENTS. Confidential Document I XiC, Inc. Page 13 of 13 (THIS PAGE INTENTIONALLY LEFT BLANK) Table of Contents 1. MONITORING AND CONTROL SYSTEM...............................................................................................1 1.1. GENERAL-----------------------------------------------------------------------------------------------------------------------------------'I 1.1.1. Summary ....................................................................................... 1.1.2. Definitions...................._........_................................._................._......_.......................2 1.1.3. System Description .................... ...............2 1.1.4. Services -. ... ..............................................................-----...............---...........................2 1.1.5. Warranty............ ....... ............... ........... ... .... ............... . __2 1.2. MATERIALS................................................................................................................................2 1.2.1. Field Installable Units ................................... .................. ....................................... 2 1.2.2. Communication and Networking Hardware............................ ..................................3 1.2.3. Field Instrumentation Devices..................................................................................3 1.2.4. Operational Requirements..........................................._.................----.......................3 1.2.5. Integrated Cloud Engine................................_.......................................................---4 1.2.6. Cloud -based Management Services........................................:...............................4 1.3. CONSTRUCTION ................................:.........................................................................................5 1.3.1. Installation ............................... ............. ...................................... 5 .. ... ---.......... 1.3.2. Testing.....................--................................................................................................ ................_._.. ...........5 1.3.3. Training Materials......................................................................................................5 1.3.4. Manufacturer's Technical Support...........................................................................5 2. PROCESS AND INSTRUMENTATION EQUIPMENT.............................................................................5 2.1. GENERAL...................................................................................................................................5 2.1.1. Summary ................................................................. ........... ....... ................ 2.1.2. Definitions....................................................................................... 6 2.2. PRODUCTS.................................................................................................................................6 2.2.1. Field Installable Unit ................................................... .......................... .............. .......... 6 2.2.2. Current Transducer .......................................... ........................ ............ ..................... 7 2.2.3. Input/Output........................................... .............. -•................................................. --7 2.2.4. Pressure Transducer................................................................................................8 2.2.5. Level Transducer ............................ :::..:...:....:::..:.................. :..... :............. :::...::..;....... 8 2.2.6. Electrical Power and Signal Wiring-........:..:.. .......9 1. MONITORING AND CONTROL SYSTEM 1.1. General 1.1.1. Summary The monitoring and control system for the storm water pump control panels will be a cloud -based automation system as manufactured by XIO, Inc. or approved equivalent. The control system provider furnishes materials and services as specified. Control system provider fabricates the control equipment to be installed on or near the pump electrical panel. Control system provider provides remote support via web interface and telephone for installation, configuring, and commissioning of the complete monitoring and control system for the storm water pump control panel. 1.1.2. Definitions a. FIU: Field Installable Unit b. 1/0: Input/Output c. SCADA: Supervisory Control and Data Acquisition d. UPS: Uninterruptable Power Supply e. CSV: Comma -Separated Values 1.1.3. System Description The monitoring and control system must be a cloud -based SCADA system. FIUs must perform on-site, real time controls for critical operations. An approved cellular modem establishes a connection to the internet, providing secure up-to-the-minute data transfer to cloud -based servers hosted by the control system provider. A password protected webpage must provide access to all system data and must provide the capability to make remote configuration changes where applicable. Access to the secure cloud webpage must be available from any internet enabled device with a web browser and require no application to download to the device. 1.1.4. Services The control system manufacturer will provide the following services a. Provide all listed materials and equipment b. Configure Pump Control display screens c. Provide Historical Data Trending screen d. Provide templates for customized automatic reports e. Provide customized alarm notification via SMS text message, and emails f. Provide communication and networking equipment for installation in the field g. Provide cloud -based SCADA management system h. Provide remote support for final commissioning of the complete cloud -based SCADA management system i. Provide access to installation and training documentation j. Maintain cloud -based SCADA server hosted by XiO, Inc. with security and performance updates as needed as long as cloud service fees are paid 1.1.5. Warranty The monitoring and control system, including all materials, must be warrantied against defects in materials, workmanship and functionality for a period of 18 months from the date of shipment, or one year from start-up, whichever occurs first. Additionally, the industrial control module housed inside the FIU must be warranted for the life of the system as long as cloud service fees are paid. 1.2. Materials 1.2.1. Field Installable Units FIUs must consist of a "Soft -1/0" industrial controller, terminal blocks for terminating panel wiring, UPS and power supply. The "Soft -1/0" module must include electrically configurable 1/0 pins with connectors for power, ethernet, and terminal blocks. The FIUs must include a detailed label identifying the specific locations for all wiring connections. The number of FIUs required are shown on plans. All FIUs must: a. be pre-engineered and pre-programmed for the appropriate application b. be capable of easily expanding to add more hardware or software capability with no onsite programming or technical expertise. c. support any combination of equipment to include pumps, valves, chemical injection, and analytic equipment. d support fixed -speed or variable frequency drive (VFD) pumps. e. have secure, user -configurable set points for control parameters including pump setpoints and VFD frequency. f. allow for pump lead/lag and alternation on every pump run or when specified by the user. g. handle power failures seamlessly. h. continuously monitor all levels with secure cloud access. i. transmit data to secure cloud servers preformatted in scaled engineering units. 1.2.2. Communication and Networking Hardware The monitoring and control system must have an up-to-the-minute link to the internet provided by a cellular modem or other internet source that will be installed at the site. Outdoor UV -resistant Ethernet cables must be provided to connect a radio to the control system if applicable. 1.2.3. Field Instrumentation Devices Field instrumentation devices must consist of all sensors and transducers as listed in the plans for interfacing with the FIUs. All the cables required for terminating these devices must be provided by the control system manufacturer. 1.2.4. Operational Requirements The monitoring and control system must provide local equipment control coupled with web access to cloud -based data storage, computations, and graphical displays. Access to the monitoring and control system webpages must be available on any Internet enabled device via a secure socket layer connection. Operator log in must be password protected and must allow for view only or operational control access. The monitoring and control system must control the operation of the pumps, valves, and other equipment as required. Controls must be programmed for pumping out of the wet well for storm water systems as required. An operator must have the ability to adjust the pump start/stop level thresholds though the secure webpages. The monitoring and control system must allow for lead -lag control. An operator must designate the lead and lag pumps and their corresponding wet well level thresholds. If the lead pump is unable to keep up with demand and the wet well level increases to the lag pump's threshold, the lag pump must begin pumping to keep up with demand. Adjustments to the lead -lag control must be made through the secure webpages. The monitoring and control system must allow for automatic pump alternation. The operator must have the ability to enable and disable automatic pump alternation through the secure webpages. After a pump completes a pump run, the monitoring and control system will automatically assign the responsibility for the following pump run to the next pump in line. The monitoring and control system must work with redundant relay logic based low float and high float systems as shown. In case of FIU or transducer failures, the pumps must continue to operate by using the relay logic backup redundant control system. The monitoring and control system must track all control setting adjustments made through the cloud pages and must display those adjustments with an indication of the adjustment made, the person who made the adjustment, and the date and time the adjustment was made. 1.2.5. Integrated Cloud Engine The monitoring and control system must be delivered with an integrated software engine hosted in cloud servers maintained by the control system provider. This engine must be capable of the following: a. Real-time calculations producing values formatted to be equivalent to sensor data. These values may be utilized throughout the system in the same manner as sensor data. Values will include: a. wet well inflow (if no physical meter exists) b. wet well outflow (if no physical meter exists) c. electrical usage d. pump energy intensity b. Real-time sequence operation capable of performing peripheral control functions such as: a. coordinating geographically distributed pump stations to manage a common inflow. b. adjusting pump setpoints upon up/downstream lift station status (e.g. pump failure). c. triggering pump run cycle to drain the wet well based upon user -defined residence time. This reduces the likelihood of septicity and sedimentation. c. Advanced alarming functions to include: a. multiple alarm setpoints for a single parameter (e.g. high wet well level, high -high wet well level, etc.). b. correlating multiple points of data to generate alarms (e.g. pump electrical current & flow meter reading to determine if a pump has failed). c. communication alarms initiating from cloud servers. This ensures alarms are generated if the unit is disabled due to power outage or physical damage. 1.2.6. Cloud -based Management Services The monitoring and control system must be monitored and managed through an account on secure cloud servers managed by XiO, Inc. The secure cloud servers provide users access to webpages including: a. System Overview b. Levels c. Control Set points d. Alarms e. Reports f. Each pump control panel must have their own system screens. The monitoring and control system webpages must provide up to the minute status for all devices and instruments being monitored by the FIUs. The system must include alarm notifications. Alarm notifications must be sent via email and SMS message. An operator must designate who receives alarms and whether alarms are sent via email, SMS message, or both. The monitoring and control system webpages must also have control setpoint inputs for modifying the control parameters by an authorized and authenticated operator. All monitored data must be viewable by graphical trendline by specifying date range. The monitoring and control system webpages must generate automated reports that are viewable and downloadable through the webpages. All reported data must be archived in the SCADA system's historical database and accessible at any time by an authorized and authenticated user. At minimum, the following reports must be generated in printable and CSV format: a. Process data consisting of peak and average values on an hourly, daily, weekly, monthly, and yearly basis for all pertinent analog values for each flow meter b. Mechanical maintenance data such as pump run time and number of starts c Monitored data such as storm water level in lift station, pump electrical current, and daily pressure in forced main A historical database application must be provided to store all data received from all field devices required to generate these reports.The database must be readily scalable by the control system manufacturer to store an indefinite amount of data without requiring purging. 1.3. Construction 1.3.1. Installation A representative of the control system manufacturer must be available remotely to provide installation support and guidance to the installation contractor. A representative of the control system manufacturer will remotely verify a reliable communication link with the cloud servers and assist with calibration of sensors. The installation contractor will provide all on-site labor and observations to accomplish this. 1.3.2. Testing The control system manufacturer shall test all components of the control system prior to shipment. These tests must include: a. Initial sensor reading and calibration b. Communication equipment and secure remote access testing c. User interface and historical database accessibility & operational testing d. Control logic testing including simulated inputs e. UPS and battery testing 1.3.3. Training Materials Training materials pertaining to the operation and maintenance of the control system must be made available to authorized users via webpage managed by the control system manufacturer. 1.3.4. Manufacturer's Technical Support After Contract acceptance, the control system manufacturer must provide remote maintenance and technical support for the supplied equipment and hosted web server by qualified employees. This technical support must be available via a toll-free telephone number. Maintenance must include the manufacturer's routine preventive maintenance and adjustments for proper operation. This will be done in conjunction with an approved, operator employed by the bid issuing authority. 2. PROCESS AND INSTRUMENTATION EQUIPMENT 2.1. General 2.1.1. Summary This control system manufacturer will furnish instrumentation as specified in the plans. Installation must be performed by a licensed contractor with remote coordination from the control system manufacturer. 2.1.2. Definitions a. 1/0: Input/Output b. ISB: Intrinsically Safe Barriers c. FIU: Field Installable Unit d. IP: Internet Protocol e. VOIP: Voice Over Internet Protocol f. SCADA: Supervisory Control And Data Acquisition g. UPS: Uninterruptible Power Supply h. HMI: Human -Machine Interface 2.2. Products 2.2.1. Field Installable Unit The control system will consist of modular control units that can be electrically configured for a variety of 1/0 applications. a. The FIU at the storm water lift station pumps control panel must operate the storm water lift station and collect information from all field instrumentation devices connected to this station. This FIU communicates with cloud servers located at geographically distributed sites throughout the U.S.A. and accessed via secured webpage. a. No local Human Machine Interface (HMI) will be required for operation. Only modern smartphones, tablets or computers are used to visualize and control the lift station. b. Power Supply: The FIU must have integrated power supplies capable of powering typical sensing equipment. c. FIU will be equipped with a UPS that must power the FIU for a minimum of four hours during power outages and provide content updates and notification to authorized operators of power loss at the site. d. FIU must monitor UPS parameters to inform users of battery level and health. e. FIU Disconnect must be single pole, 120/240 -volt, AC, 100 -ampere frame, 20 -ampere or less trip, molded case circuit breakers. The interrupting capacity of the breakers must be 10,000 amperes (symmetrical) at 120 volts. f. The FIU must operate unilaterally from any Internet connection to control the lift station. The FIU must be completely configured. Redundant float circuits will serve to cause the two pumps to be energized upon high float trip and de -energized upon low float trip in the event of FIU failure. g. FIU must integrate with the Cloud servers. The FIU must have sufficient memory to operate to specification. h. FIU equipment must be able to operate in the following environment conditions: a. Operating temperature: 0-60 C. b. Humidity: 20 to 95 percent non -condensing c. Vibration: 57 to 150 Hz, constant acceleration 2-g d. Shock: 15-g, semi -sinusoidal 11 ms e. Noise immunity: 27 through 500 MHz i. Power supply for the FIU must operate at 120 -volts, 60 -Hz line voltage and must have the following characteristics: a. Input Voltage: 115/230 volts AC b. Operating Voltage: 85 to 250 volts AC c. Input Frequency: 47 to 63 Hz d. Input Power Interruption: 10 ms e. Output Voltage: 24 volts DC f. Output Rating: 1 ampere 2.2.2. Current Transducer Current sensing transducers must measure the AC current of loads and must output a 4-20 mA DC signal over the measured range Current transducers will be of solid -core construction for greater accuracy and reliability. 2.2.3. Input/Output No 1/0 expansion modules must be required. All 1/0 is via the configurable, connectorized Soft -1/00 module that provides for digital or analog inputs or outputs including sourcing or sinking inputs or outputs, voltage or current analog inputs or outputs. Dry contact outputs must employ high quality industrial control relays. Digital inputs must be equal to or better than below mentioned characteristics: a. 24 -volt DC Digital Inputs.- a. nputs:a. Number of points: as required b. Operating Voltage: 10 to 31.2 volts DC Sink or source c. Max. Continuous input voltage: 31.2 -volts DC d. Response Time Off to On: 0.5 ms e. Response Time On to Off: 0.5 ms f. Power Consumption: 3.8 Watts b. Digital output must have the following characteristics: a. Number of points: as required b. Operating Voltage: 10 to 31.2 volts DC c. Response Time Off to On: 1 ms d. Response Time On to Off: 1 ms e. Power Consumption: 3.8 Watts f. Current per point: 0.5 -amperes at 24 -volts DC c. Analog 1/0: a. Each Analog 1/0 must operate at the voltage level of the connected devices. b. Analog 1/0 must have the current of voltage level output required by the connected equipment as shown. d. Analog 1/0 modules must have the following minimum characteristics: a. Number of points: as required b. Operating Range: 0 to 20.5 mA c. Scan Time per input: 1 ms d. Power Consumption: 3.8 Watts e. Scaling to Engineering Units: Yes f. Time Stamping: Yes g. Resolution: 14 bits minimum bits e. Analog Output: a. Number of points: as required b. Operating Range: 0 to 20.5 mA/-10 to +10- volts c. Settling Time: 1 ms d. Power Consumption: 3.8 Watts e. Short Circuit Protection: Yes f. Time Stamping: Yes g. Resolution: 14 bits No programming will be required. No software must be purchased or programmed. No HMI will be required. All web pages on the secure Cloud site must be provided at no additional cost. 2.2.4. Pressure Transducer Pressure transducers must be industrial grade, microprocessor based differential transmitter type suitable for water applications with a 2 -wire, 4 to 20 mA output and 24V(dc) loop power signal. Pressure transducer must not require any local indicator that can display the measured pressure in bar, psi, or percent full scale; and pushbuttons on the digital display where parameters such as span, zero, and damping can be adjusted. Pressure transducer housing must be primarily stainless steel. Pressure transducers should provide a 1/4 -inch male NPT fitting and easily integrate into existing plumbing. Pressure transducer must have the following characteristics: 1. 11.5 to 30 volts DC excitation 2. 0.17 % nominal range accuracy 3. 0.1 % nominal range linearity 4. 0.1 % nominal range repeatability 5. 0.1 % nominal range hysteresis 6. 750 psi maximum static pressure 7. —4 to 185 degrees Fahrenheit operating temperature 8. CESI-ATEX approved intrinsically safe for hazardous atmosphere where required The sensors must be fully connectorized such that no wiring terminations must be made in the field. 2.2.5. Level Transducer Level transducer must be maintenance free, two -wire, loop powered, submersible level transducer system designed to use hydrostatic head pressure sensing principle to provide proportional 4 to 20 mA signal representing liquid level and pressure. Transducer electronics must be electrically and mechanically isolated from the sensed media via non- conductive fluid filled pressure transference cavity and housed inside barometrically compensated chamber. Transducer sensing element must incorporate high over -pressure protection and be designed to withstand intermittent overpressures. Transducer housing must be stainless steel housing suitable for operation in wastewater environments. Level transducer housing construction must resist and be unaffected by the build-up of solids on its surfaces or sensing diaphragm. Intrinsically safe barrier between the control panel and transducer assemblies must be provided that will make the level sensing system suitable for use in Class 1, Division 1 hazardous locations where required. Transducer must have the following characteristics: 1. Full scale accuracy of 0.25% with compensation for non -linearity, hysteresis and repeatability. 2. Ability to operate over a temperature range of -40 to 185 degrees F. 3. Not more than a 3% full scale error over a -40 to 180 degrees F temperature range 4. All level transducers must be from the same manufacturer wherever possible. 2.2.6. Electrical Power and Signal Wiring 1. Control and signal wiring external to the control panels and all power wiring must conform to the requirements of Division 26 specifications and the equipment manufacturers recommendations for the equipment it is connected to. 2. Power must be provided from dedicated circuits. Providing power to any wastewater control components from lighting circuits, receptacle circuits or any other circuit that serves other building general loads is unacceptable. Providing power from primary control panels to controllers and sub -controllers is acceptable. 3. Control and signal wiring in control panels must be restrained by plastic ties or ducts. Hinge wiring must be secured at each end so that any bending or twisting will be around the longitudinal axis of the wire and the bend area must be protected with a sleeve. 4. Arrange wiring neatly, cut to proper length, and remove surplus wire. Provide abrasion protection for any wire bundles which pass through holes or across edges of sheet metal. 5. Use manufacturer's recommended tool with the proper sized anvil, for all crimp terminations. No more than one wire may be terminated in a single crimp lug and no more than two lugs may be installed on a single screw terminal. 6. Wiring must not be spliced or tapped except at device terminals or terminal blocks. 7. Provide wire markers per Division 26 specifications on each conductor in the panel, at load connections, and at intermediate terminal blocks. Identify circuit with control wire number, as per Drawings. 8. The Subcontractor will be responsible for providing, installing, labeling, terminating, control and control power wiring as well as the BAS communications system (Ethernet) wiring. 9. Connection of field wiring must be made on the terminal blocks in the control panels. (THIS PAGE INTENTIONALLY LEFT BLANK) XIO Cloud SCADAO Control System Installation Guide Table of Contents OVERVIEW........................................................................................................................ 4 PREPARATION.................................................................................................................. 5 RECEIVE SHIPMENT & INVENTORY ITEMS............................................................................................ 5 SCHEDULE INSTALLATION................................................................................................................... 5 MOUNTING....................................................................................................................... 6 GENERAL........................................................................................................................................... 6 FIELD INSTALLABLE UNITS.................................................................................................................. 6 FIUOVERVIEW...................................................................................................................... 6 FIELD MONITORING UNITS................................................................................................................. 8 COMMUNICATION........................................................................................................... 9 OVERVIEW......................................................................................................................................... 9 MODEM............................................................................................................................................. 9 RADIOS............................................................................................................................................ 10 POWER& TEST................................................................................................................................. 10 SENSORS.........................................................................................................................12 INSTALLATION & CALIBRATION......................................................................................................... 12 ANALOGINPUTS.............................................................................................................................. 12 DISCRETEINPUTS............................................................................................................................. 13 FLOWMETERS................................................................................................................................. 13 CONTROL........................................................................................................................14 Pumps.............................................................................................................................................14 ANALOG OUTPUTS......................................................................... 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TEST................................................................................................................................14 USER INTERFACE TRAINING...........................................................................................15 1.1 l OVERVIEW................................................................................................................................... 15 HOME..............................................................................................................................................15 LEVELS............................................................................................................................................. 16 STATUS............................................................................................................................................ 16 REPORTS.......................................................................................................................................... 17 Confidential Document I XiO, Inc. 2 ALARMS........................................................................................................................................... 17 SCHEDULE........................................................................................................................................ 18 USERS.............................................................................................................................................. 18 LOGOUT...........................................................................................................................................19 DOCUMENTS.................................................................................................................................... 19 CUSTOMVIEWS................................................................................................................................ 19 Confidential Document I XiO, Inc. 3 Overview Please review this document before beginning installation of the XiO system. XiO recommends a planned, deliberate approach to installing an XiO Cloud SCADA° Control System. It is recommended to install the equipment site -by -site. Complete installing and testing equipment at one site before moving to the next if possible. It is recommended to follow this general order at each site: 1. Mount the control hardware. • This may include the Field Installable Unit(s) or Field Monitoring Units. Site selection is important, discussed below. 2. Establish Communication with the Xi0 Servers. • This includes mounting the communication hardware (modems, radios, etc.). This is a crucial step to ensure XiO can effectively support the installation. 3. Mount & Calibrate Sensors • This will effectively put the system in a monitoring mode of operation. This will allow the operators to view system data. 4. Wire and Test Control Circuits • Connect the control circuits to ensure the system can start/stop pumps, open/close valves, etc. 5. Check Setpoints and Conduct System Test • Verify that the control logic is operating properly. Each system will be tested differently depending on the control to be performed. 6. Add Users and Verify Alarms • The last step before operation is to add the appropriate users and verify that alarms are properly set. If you have any questions throughout the installation, please contact your XiO representative or contact XiO support at 415.462.1300 ext. 2 or support@xiowater.com. Confidential Document I XiO, Inc. 4 Preparation Receive Shipment & Inventory Items XiO will send a shipment notification when the system ships from the facility. Be sure to take positive control of the shipment and inventory all items. You will be sent a link to the user interface. The installation documents can be found under the "Site Documents" tab, it will include a list of items that comprise the system. Boxes are numbered and a packing list will also be included in the shipment. Inventory all items. Contact XiO if you believe items are missing. Schedule Installation Call 415.462.1300 ext. 2 or email support@xiowater.com to schedule installation support. XiO does not provide on-site assistance and recommends putting the installer (electrician, pump supply company, etc.) in direct contact with our support team. This allows for better communication and more responsive support. In general, pictures and videos are extremely helpful communication tools when installing and troubleshooting. Confidential Document I XiO, Inc. 5 Mounting General Most XiO equipment comes housed in a 10 -in. x 12 -in. x 6 -in. non-metallic NEMA -4X with mounting feet for installation on a wall or panel. There are several considerations when selecting a mounting location for the equipment: Temperature - As with all electronics, extreme temperatures, especially heat, can affect the proper operation of the system. The control equipment is rated up to 60°C. It is important to consider sources of heat when selecting a suitable mounting location for the equipment. • Keep out of direct sunlight. • Do not mount on a south -facing wall or panel. • Consider constructing a sun cover to provide shade. • Avoid mounting on a surface that may become hot such as an outdoor metal panel. Environment - System components are housed in NEMA -4X enclosures that protect them from many environmental conditions such as rain, solid objects, dust, and some corrosive agents. • Take additional steps to avoid harsh environmental conditions if possible • Be sure to provide a water -tight seal on any enclosure penetrations Field Installable Units Identify a suitable mounting location that is centrally located among the sensors and equipment to be controlled. Be sure to consider the items listed above. Once a suitable mounting location has been identified, mount the FIUs utilizing the included mounting feet. Be sure to arrange the FIUs in a way that allows easy access to make connections. Once the units are mounted, connect power to the units utilizing the terminal blocks labeled "INUPT AC Power" located at the bottom of the rail. IMPORTANT: The FIUs are designed to be powered with 120VAC, 50/60Hz. FIU Overview FIUs follow a standard layout for ease of installation. Refer to FIGURE 1 for an overview of the FIU. Confidential Document I XiO, Inc. 6 Label Terminal Blocks Power Connections Ethernet Port 25 -Pin Connector Soft -1/00 Module Duplex Receptacle Soft -1/0° Module - This is device that manages all of the inputs/outputs, communication, and logic. The Soft -1/0 Module is a universal controller that can be replaced easily. Ethernet Pon` - The ethernet port is located on the top of the Soft -1/0 Module. It is important to ensure ethernet cable is properly seated in this port. The PHY light located towards the back of the ethernet port (see FIGURE 2) will indicates communication activity. If this is not blinking, check connections. 25 -Pin Connector - This makes the connections from the Soft -1/0 Module to the Terminal Blocks. Duplex Receptacle - Power is supplied to the duplex receptacle by the Power Connections at the bottom or the Terminal Block rail. This is for Xi0 equipment ONLY. Power Connections - This supplies power to the FIU. Read the label on the FIU carefully to ensure the correct voltage is provided. Terminal Blocks - The terminal blocks are used to connect the inputs & outputs to the FIU. It is important to ensure all conductors are seated snugly in the appropriate terminal block. Label - The label serves as the wiring instructions. It specifies the type of signal to be connected to each terminal block. The terminal blocks are grouped by input or output and the individual terminal blocks are labeled by signal type. Confidential Document I XiO, Inc. 7 Field Monitoring Units The field monitoring unit is a simple, solar -powered monitoring device with integrated cellular modem. This device sends sensor data to the XiO cloud servers at ten-minute intervals. Mounting this unit is very similar to mounting the FIU. Site selection is important. Because it has an integrated cellular modem, it is important to limit signal obstructions. Mount the FMU outside of metal enclosures and as far above the ground as possible. If a solar power kit is provided, be sure to mount the solar panel where it can receive optimal sunlight. Confidential Document I XiO, Inc. 8 Communication Overview XiO Cloud SCADA® Systems require an internet connection in order to send data to the cloud servers and allow the operator to interact with the system. XiO systems communicate in two distinct ways: 1. XiO-managed cellular connection 2. Pee -to -peer, local radio network Many systems use a combination of these two methods. The local radio network allows the individual components to communicate constantly with one another. This local radio network keeps all the components within the system aware of the status of other components (tank level, pressure, etc.) regardless of the presence of a cellular connection. A cellular connection is provided in at least one location within the system to create a path from the system to the internet. This connection allows the users to remotely view and change values within the. Additionally, multiple cellular modems can be installed within the system to allow for components to communicate with one another through the XiO Cloud Servers. Generally, XiO systems are configured in a way that allows automated operation to occur without a connection to the cloud servers, however it is important to maintain the connection. Modem XiO supplies a line of 4G/LTE cellular modems that typically communicate on the Verizon cellular network. AT&T models are available upon customer request. The modem is housed in a 10in. x 12in. x bin. non-metallic NEMA -4X enclosure with mounting feet for installation on a wall or panel. Signal Strength - In addition to the general mounting considerations, signal strength is crucial when selecting a suitable site for a cellular modem enclosure. • Mount the modem in a location that will receive a strong cellular signal. • Do not place a modem enclosure inside a steel enclosure unless an external antenna is used. • If placing modem inside of a building or large structure, consider employing an external antenna. Confidential Document I XiO, Inc. 9 XiO utilizes power -over -ethernet (PoE), internet protocol (IP) radios to establish a local area network (LAN) that links the sites that comprise the system. The radio unit is housed in the antenna assembly to limit loss typically caused by long lengths of coaxial cable. A single shielded ethernet cable provides communication and power to the radio unit. Line of Sight - Make every effort to achieve a direct line of sight along the path of radio communication. • The radios are capable of penetrating some foliage, trees, and brush but not earth (hill). • Aim the radios as accurately as possible towards their intended communication point. • Mount the radios as high as possible to limit the obstructions between locations. Shielded Ethernet Cable - XiO supplies UV -rated, shielded, ethernet cable approved for outdoor use with the IP radios. Do not substitute this cable without consulting XiO. • Run the cable through conduit when available. • Provide strain relief on both ends to prevent the cable from being pulled from the ports. Interference - Placing multiple radios in close proximity may result in unwanted interference that can affect system operation. Take the following measures to avoid interference. • Separate radios by at least 6-10 feet (vertically or horizontally). • Avoid mounting radios near any existing communication equipment (cell tower, police radio, etc.). • Avoid mounting radios near high-power transmission lines. Power & Test Once the communication equipment is mounted, provide power and test the connection. XiO will provide the appropriate power receptacles, installers must provide 120VAC power. Confidential Document I XiO, Inc. 10 It is critical that the installer understands the radio network architecture before beginning installation. This includes knowing where each radio will be installed and understanding the path to the internet. When establishing communication, it is best to consider each unit's path to the internet and work from the modem. Begin with the site where the modem will be located. Power the modem and connect the adjacent FIU, check the user interface to ensure it is communicating. Once communication with the modem is established, begin with one radio connection. Power the radios at each site and align them to aim towards each other. Both horizontal and vertical alignment are important. Check the user interface for communication with the first radio site, once it is established, move to the next. Move from site to site until all units are communicating. Confidential Document I XiO, Inc. 11 Sensors Installation & Calibration XiO provides a number of high-quality sensors to capture data from throughout the water system. Installation - When installing the sensors be sure to use high-quality, shielded cable. The distance a sensor signal can run is limited by voltage loss over the cable. In general, a larger conductor will reduce loss and allow the signal to be carried farther. Consult XiO for unusually long cable runs (greater than 1,000ft.). XiO provides sensors with a standard length of cable that can be extended to the desired length using customer -supplied cable. Be use appropriately sized wire -nuts or terminals for the conductors used. Calibration - Keeping the sensors calibrated properly ensures clear -accurate data and dependable operation. XiO recommends checking sensor calibration every six months. There are two main methods for calibrating sensors, both require the operators to have actual measurements (tank gauge, flow meter register, pressure gauge, etc.). For all measurements taken, note the value seen on the equipment (e.g. tank gauge shows 11.4 ft.) and the date/time (e.g. 6/23/19 at 3:45pm). Two Point Calibration - This is the most accurate calibration because it enables adjustment of the calibration slope and offset. Take two measurements severa minutes or hours apart noting the values and time of each. Use the "Support" button to send the values to XiO Support. One Point Calibration - This is the less preferred method because it enables adjustment of offset only. Take one measurement and note the time & date. Use the "Support" button to send the values to XiO Support. Analog Inputs The most common type of analog signal used by XiO is a 4-20mA signal. Transducers regulate electrical current to indicate a physical measurement (e.g. pressure). Sensors are typically "loop -powered," meaning that the XiO controller is providing the power for the sensor and reading the sensor values. No external power supply is required. If a sensor loop is powered by an external source, it must be isolated. Analog inputs must be calibrated to ensure accuracy. XiO recommends confirming calibration every six months. Confidential Document I XiO, Inc. 12 Examples of Analog inputs: • Pressure transducer • Level Transducer • Current Transducer Discrete Inputs When connecting to a discrete signal (valve limit switch, intrusion switch, etc.), it is important to verify the state names (open/closed, on/off, etc.). Flow Meters XiO prefers to receive a pulse signal from a connected flow meter. Pulses allow XiO to calculate an accurate flow rate and total flow. It is important to ensure the system is appropriately configured for the flow meter in -use. Failure to verify meter type can result in damage to the register. Confidential Document I XiO, Inc. 13 Control Connect control circuits once the sensors are installed. XiO typically provides a dry contact (contactor) closure rated for 120VAC. If a control circuit utilizes a higher voltage, an additional contactor mounted outside of the FIU enclosure will be needed. Pumps XiO provides a dry contact closure rated for 120VAC to start pumps. It is important to wire the contact closure into the circuit with appropriate safety equipment (floats, motor savers, etc.). Always provide an on-site Hand -Off -Auto (HOA) switch to enable local control. The XiO system should be connected in the "AUTO" circuit. Valves Solenoid Valves - XiO provides a dry contact closure to actuate a solenoid valve. Be sure to work with XiO to ensure the appropriate logic is in place. Test Once the system is installed, communicating, and calibrated. It is important to test the desired functionality. XiO recommends following the procedure below for general testing: 1. Force operation - Test the ability to force a pump or valve into operation using the Control Setpoints page on the Xi0 user interface. Confirm that the Xi0 contactors, when energized, will commence operation of the equipment. 2. Check Setpoints - Check that the setpoints in the system are within safe operating limits. It is often helpful to set them to tighter parameters during testing so the cycle will happen more quickly. 3. Automatic Operation - Place the system in "AUTO" and allow it to complete at least one cycle of operation. Be sure to monitor it closely throughout. Use the HOA switch at the site to turn components off if needed. Confidential Document I XiO, Inc. 14 User Interface (UI) UI Overview Every XiO system includes a full -featured, browser -based user interface. This interface can be accessed from any web -enabled smartphone, tablet, or computer. Users have unique login credentials to access the system and maintain an audit log. The system owner will be given access to their system by XiO, the owner must add subsequent users to the system. All pages include several common elements: • Navigation Bar - The Navigation Bar across the top of the screen is the main method of navigating the site. Some items include a dropdown list for further navigation. • Support Button - Clicking the Support Button at the bottom right corner of the screen displays a dialog box to enter support issues. This sends a message to an inbox that is monitored seven days a week between 6:00am and 7:00pm PST. • Site Information Footer - The footer displays administrative information (Copyright & Release Version) as well as the support phone number (415.462.1300 ext. 2) for reference. Home The Home screen is the first screen seen when logging in. It is designed to give the user an at -a -glance view of system operation. This is typically referred to as the Process View. It consists of two main parts: • Last Communication • System Overview Last Communication This section lists all of the XiO units in the system as well as their communication status. A green icon displays if it has communicated with the cloud server within the last 15 minutes. Otherwise, a red icon will display along with a message saying "Communication with the cloud server is down." Below the name of the unit, the time of the last communication is displayed in local time. It is important to take note of this time. All data reported from those units will be as recent as the last reported time. Confidential Document I XiO, Inc. 15 System Overview The System Overview provides a graphical representation of the current status of the system. This is a dynamic view that will display current status. Pumps and valves will illuminate in green when running. Tanks will display a graphical representation of the water level as well as a number. Levels The levels tool displays graphs and trendlines of system data. The Graphing Tool is the primary page in the Levels section. Graphing Tool The graphing tool enables users to create custom graphs with up to four trendlines. This is helpful to visualize operation and ensure the system is operating normally. To create a new graph: 1. Click 2. Enter a graph title (required) and description (optional). 3. 4. Choose an FIU 5. Choose Data Point 6. Rename Data Point for Display (Optional) 7. Choose Display Y -Axis Label side (Left, Right, None) 8. Click 9. Repeat Steps 3 - 8 to add more data points, up to four. 10. Click Saved Graphs will appear in the "MY SAVED GRAPHS" section on the left side of the screen. Select a graph and adjust the desired date range. Graphs can be exported as images or comma separated values (csv) files. Confidential Document I XiO, Inc. 16 Status The status page displays the raw data from the field. This page is typically used for troubleshooting. You can select the UNIT and view the status of all data points associated with it. Click the graph icon to the right of the status to view a trendline for that data point. Reports The Reports section contains pre -formatted reports as well as the XiO Reporting Tool. Typical reports found in this section: • Water Quality Reports - As defined by the customer, this displays critical water quality measurements at 15 -minute intervals. • Pump Run Times - This will display daily pump runtimes, gallons pumped, and pump efficiency if possible. • Communication Quality - This will show the communication quality over the past hour and day (percentage of communication packets received). o Clicking on the Last Day value will display a communication graph that allows the user to view historical communication. NOTE: This will display the number of packets received, 100% for an FIU is 60 packets (once a minute), for an FMU, 100% is 6 packets (once every 10 minutes). Reporting Tool Creating a custom report is similar to creating a custom graph. To creat a report: 1. Click' ' 2. Enter a report title (required) and description (optional). 3. Select a reporting unit. 4. Select data from the Available Columns column. 5. The selected columns will appear in the Selected Columns column. 6. Repeat steps 3 - 5 until all desired columns have been selected. 7. Choose whether to display units in the REPORT SETTTINGS section on the left side of the screen. 8. Choose reporting interval in the REPORT SETTTINGS section on the left side of the screen. 9. Click Confidential Document I XiO, Inc. 17 Reports can be exported in a csv format. Alarms The alarms section allows users to manage alarms and notifications. There are two important pages in this section: • Alarm Settings • Alarm Timeline Alarm Settings This page is used to select alarm recipients and enable/disable alarms. Click ' ' to select the recipients and type of alarms (SMS text and/or email). This list will populate with users listed under the Users tab, described below. Add a person to the Users tab if they do not appear on this list. Alarms may be edited from this page by clicking on the corresponding edit icon. From here you can select the alarm threshold, delay times, and reset conditions to trigger alarms. Contact XiO to add alarms that do not appear on this list. Alarm Timeline The Alarm Timeline page enables users to view active and past alarms. The list can be filtered by date, type of alarm, type of event, status, and corresponding FIU. Click on an alarm to view more details. Schedule The Schedule page is used for system control. It consists of two pages: • Control Setpoints • Control History Control Setpoints This is where users can adjust system operation and modify setpoints. This page is organized by FIU. Instructions are included in each row. Commands may sent immediately or scheduled to be sent at any point in the future. Confidential Document I XiO, Inc. 18 Control History This page contains the audit log of changes made to control setpoints. This list displays the name of the user to make a change, the change made, and the date & time of the change. Users The Users page is used to manage users. This is where user information is entered and modified. A welcome email with a link to login is sent when a new user is created. There are four user roles to be selected: • Viewer - Can only view the site. They cannot make any changes. • Alarm Viewer - Can view the site and receive alarms. They cannot make any changes. • Manager - Can view the site, receive alarms, edit setpoints, and start/stop pumps. • Owner - Can do everything a Manager can do and add/edit other users. Logout Clicking Logout will log the user out of the site. It is important to logout when not using the UI to maintain best security. Documents The Documents section allows users to remotely access and download important documents pertaining to their system. This includes installation files, communication layouts, and important internal documents for both the XiO Staff and the customer's operations and management team. Custom Views/Dashboards Custom Views & Dashboards may be created at customer request. These organize information and control into easy-to-use screens. Contact your XiO representative for custom view requests. Confidential Document I XiO, Inc. 19 APPENDIX G - HOAG RIGHT OF ENTRY AGREEMENT (PENDING. TO BE PROVIDED BY HOAG) PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS OLD NEWPORT BOULEVARD DIVERSION PROJECT CONTRACT NO. C-8279-2 PART 1 - GENERAL PROVISIONS 1 SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-9 SURVEYING 2-9.1 Permanent Survey Markers 2-9.2 Survey Service SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK "3-2.5 Pay Item Schedule. 3-3.2 Payment 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-1.2 Payment 5-2 PROTECTION 5-4 RELOCATION 1 1 2 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 4 4 5 5 5 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 5 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 5 6-1.1 Construction Schedule 5 6-7 TIME OF COMPLETION 6 6-7.1 General 6 6-7.2 Working Days 6 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 7 6-9 LIQUIDATED DAMAGES 7 6-11 TEMPORARY CONSTRUCTION FENCE AND ACCESS 8 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 8 7-1 THE CONTRACTOR'S EQUIPMENTAND FACILIITIES 8 7-1.2 Temporary Utility Services 8 7-2 LABOR 8 7-2.2 Prevailing Wages 8 7-7 COOPERATION AND COLLATERAL WORK 9 7-8 WORK SITE MAINTENANCE 10 7-8.4 Storage of Equipment and Materials 10 7-8.4.2 Storage in Public Streets 10 7-8.5 Sanitary Sewers 10 7-8.5.2 Sewage Bypass and Pumping Plan 10 7-8.6 Water Pollution Control 10 7-8.6.2 Best Management Practices (BMPs) 10 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) 11 7-8.6.5 Payment 11 7-10 SAFETY 11 7-10.1 Traffic and Access 11 7-10.2 Storage of Equipment and Materials in Public Streets 12 7-10.3 Haul Routes 13 7-10.3.1 Street Closures, Detours and Barricades 13 7-10.4 Safety 14 7-10.4.1 Work Site Safety 14 SECTION 9 - MEASUREMENT AND PAYMENT 15 9-3 PAYMENT 15 9-3.1 General 15 9-3.2 Partial and Final Payment 22 PART 2 - CONSTRUCTION MATERIALS 22 SECTION 201- CONCRETE, MORTAR, AND RELATED MATERIALS 22 201-1 PORTLAND CEMENT CONCRETE 22 201-1.1 Requirements 22 201-1.1.2 Concrete Specified by Class and Alternate Class 22 201-2 REINFORCEMENT FOR CONCRETE 22 201-2.2 Steel Reinforcement 22 201-2.2.1 Reinforcing Steel 22 201-7 NON -MASONRY GROUT 22 201-7.2 Quick Setting Grout 22 SECTION 209 — PRESSURE PIPE 22 209-4 PVC PRESSURE PIPE 22 209-4.1 General. 23 209-4.2 Materials 23 209-7 PIPELINE IDENTIFICATION. 23 209-7.2 Requirements 23 SECTION 212 — WATER AND SEWER SYSTEM VALVES 23 AND APPURTENANCES 23 212-1 GENERAL 23 212-5 VALVES 23 212-5.3 Plug Valves 23 212-5.3.1 General 23 212-5.5 Check Valves 24 212-10 SERVICE LATERALS, METERS, AND METER BOXES 24 212-10.4 Meters 24 212-10.6 Meters Boxes 24 SECTION 216 — PRECAST REINFORCED CONCRETE BOX 24 216-1 GENERAL 24 PART 3 - CONSTRUCTION METHODS 25 SECTION 300 - EARTHWORK 25 300-1 CLEARING AND GRUBBING 25 300-1.1 General 25 300-1.3 Removal and Disposal of Materials 26 300-1.3.1 General 26 300-1.3.2 Requirements 27 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 27 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 27 303-5.1 Requirements 27 303-5.1.1 General 27 Section 306 — OPEN TRENCH CONDUIT CONSTRUCTION 27 306-1 GENERAL 27 306-1.2 Installation of Pipe 27 306-10 Precast Reinforced Concrete Box (PRCB) 28 306-10.1 General 28 PART 8 — LANDSCAPING AND IRRIGATION 28 SECTION 801 - INSTALLATION 28 801-1 GENERAL 28 APPENDIX A — SUPPLEMENTAL TECHNICAL SPECIFICATIONS APPENDIX B — MISCELLANEOUS AS -BUILT PLANS APPENDIX C — PRODUCT DATA APPENDIX D — REFERENCE STANDARD PLANS APPENDIX E — REFERENCE GEOTECHNICAL REPORT APPENDIX F — SCADA CONTROL SYSTEM APPENDIX G — WATER POLLUTION CONTROL PROGRAM APPENDIX H — OCSD CONDITIONAL APPROVAL LETTER CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS OLD NEWPORT BOULEVARD DIVERSION PROJECT CONTRACT NO. C-8279-2 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. D -5398-S); (3) the City's Design Criteria Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements, and the Caltrans 2015 Standard Specifications where applicable and in accordance with the Encroachment Permit Requirements. The City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: hftp://www. newportbeachca. gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased from Building News, Inc., 1612 South Clementine Street, Anaheim, CA 92802, 714-517- 0970. The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS Revise per the following definition: City - City of Newport Beach SECTION 2 - SCOPE AND CONTROL OF THE WORK FAiI_VJ/_1NIX-11.19114*91111111 ISM to] a9:l: K01W:;LC9AI Page 1 of 29 At the time of the award and until completion of work, Contractor shall possess a General Engineering Contractor "A" license. At the start of work and until completion of work, Contractor and all Subcontractors shall possess a valid Business License issued by the City. 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by Engineer shall control. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of mobilizing; providing traffic control; erosion control; staking and survey monument restoration; verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing manhole structure; dewatering; earthwork and site grading; constructing diversion improvements including but not limited to modified drop manhole connection to existing sewer manhole, cast -in-place diversion curb and diversion junction structure, precast meter box, RCB access shaft, and pump wetwell, PVC Schedule 80 pipe and fittings; furnishing and installing miscellaneous metals, composite manhole covers, molded fiberglass grates, polypropylene steps, utility pumps, control switches, and control panel, check valve, plug valve and valve box, flow meter, rain gauge, cleanout facility, concrete walk, modified commercial driveway paving, and curb and gutter; electrical site improvements; SCADA Control System improvements; landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents. 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete this section and replace with the following: Contractor shall, prior to the beginning of work, inspect the project for existing survey monuments and then schedule a meeting with Engineer to walk the project to review the survey monuments. Contractor shall protect all survey monuments during construction operations. In the event that existing survey monuments are removed or otherwise disturbed during the course of work, Contractor shall restore the affected survey monuments at its sole expense per the bid item. Contractor's Licensed Surveyor shall file the required Record of Survey or Corner Records with the County of Orange upon monument restoration. Existing street centerline ties and property corner monuments are to be preserved. Contractor shall be responsible for the cost of restoring all survey ties and/or monuments damaged by the Work. 2-9.2 Survey Service Page 2 of 29 Delete this section and replace with the following: Contractor's California Licensed Land Surveyor shall utilize/follow the existing City survey records used for the project design to provide all construction survey services that are required to construct the improvements. The design surveyor for this project is Stantec Consulting Services and can be contacted at (949) 923-6000. Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such as replacement will be performed by Contractor at its expense. Stakes will be set and stationed for curbs, concrete pads/walks, storm drains, structures, and rough/precise grades. At a minimum, two (2) sets of cut -sheets for all areas shall be included in the bid price and copies of each set shall be provided to City 48 -hours in advance of any work. A corresponding cut or fill to finished grade (or flowline) will be indicated the cut -sheets. In addition, the filing of a Corner Record and/or a Record of Survey with the County Surveyor's Office is required after the completion of Work. Prior to any demolition work, Contractor shall prepare and submit the Corner Records for review by the City a minimum of three (3) working days before the anticipated Work. Payment for all surveying work as specified herein shall be included in the Lump Sum Contract price bid for Surveying, Bid Item Number 2. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK Add the following: "3-2.5 Pay Item Schedule. For Bid Items identified by Engineer, Contractor shall submit a pay item schedule. The submittal shall consist of a breakdown of cost for the identified Big Items, including all labor, materials, equipment and incidentals. Overhead and profit shall be spread proportionately over each item. The pay item schedule shall not be unbalanced in any way. No work shall commence until the pay item schedule has been approved by Engineer. Upon approval, the pay item schedule shall serve as the basis for making progress payment in accordance with Section 9-3.2 of the Standard Specifications as amended herein." 3-3.2 Payment 3-3.2.3 Markup Delete this section and replace with the following: (a) Work by Contractor. The following percentages shall be added to Contractor's costs (prior to any markups) and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 Page 3 of 29 (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.2 shall be applied by the Subcontractor to the actual costs (prior to any markups) and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the subcontracted actual cost (prior to any markups) may be added by Contractor. To the sum of the costs and markups provided for in this subsection, one (1) percent may be added for compensation for bonding. 3-12.6.4 Dewatering — Contractor shall refer to dewatering requirements in Appendix A. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General Add the following: All material and articles furnished by Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by Engineer. Contractor shall furnish Engineer with full information as to the progress of the work in its various parts and shall give Engineer timely (48 -hours minimum) notice of Contractor's readiness for inspection. Submittals are required for all construction material. Engineer will select an independent testing laboratory and pay for all testing as specified in the various sections of the Standard Special Provisions and these Special Provisions. When, in the opinion of Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which Contractor executed the work, such tests and inspections shall be paid for by Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General Add the following after the 3rd paragraph: Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until Contractor has potholed and verified points of connection and related connection material requirements, and coordinated the Page 4 of 29 final/existing layout of the laterals/pipeline with Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, Contractor shall remove all USA utility markings. Removal by sand blasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre -construction condition or better at Contractor's expense. 5-1.2 Payment Add following: "The cost for this work will be included in the Lump Sum price paid for Mobilization, Item Number 1, and no additional compensation will be allowed therefor." 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by Work and is not re -useable, Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. 5-4 RELOCATION All City -owned pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. During asphalt paving operation, manholes within paving area shall be temporarily lowered and covered. Upon completion of paving operation, manholes shall be permanently adjusted to finish grade. Contractor shall contact Southern California Edison, The SoCal Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. Contractor shall provide the necessary survey control for all utility companies to adjust boxes and vaults to the final grade. Contractor will be required to coordinate with these companies for inspection of the work. Payment for Relocation shall be included in the Lump Sum price paid for Mobilization, Item Number 1. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by Engineer. Contractor Page 5 of 29 shall submit a baseline schedule to Engineer for approval a minimum of five working days prior to the pre -construction meeting. Contractor shall submit a Construction Schedule within ten working days from the Notice of Award. Engineer will review the baseline schedule and may require Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve Contractor from the overall time of completion requirement, nor shall it be construed as a basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by Engineer to reflect any delay or extension of time. In addition, Contractor shall prepare 2 -week look -ahead schedules on a bi-weekly basis with detailed daily activities. 6-7 TIME OF COMPLETION 6-7.1 General Contractor shall complete all work under the Contract within 60 consecutive working days after the date on the Notice to Proceed and Issuance of Caltrans Encroachment Permit. See Section 7.5.1 regarding Contractor responsibility of obtaining Caltrans Encroachment Permit in a timely manner. Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant Contractor an extension of time. Normal working hours are limited to 7:30 a.m. to 4:30 p.m., Monday through Friday. Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should Contractor elect to work outside normal working hours, Contractor must first obtain special permission from Engineer. The request may be for 4:30 p.m. to 6:30 p.m. on weekdays or 8:00 a.m. to 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. Engineer reserves the right to deny any or all such requests. Additionally, Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. 6-7.2 Working Days Designated City holidays are defined as: Page 6 of 29 1. January 1St (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, Contractor shall submit a full-size set of "As -Built" plans to Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by Engineer. A set of approved plans and specifications shall be on the job site at all times. Contractor shall maintain as -built drawings of all work as the job progresses. A separate set of drawings shall be maintained for this purpose. These drawings shall be up-to-date and reviewed by Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from Engineer shall be documented on the as -built plans. Contractor shall maintain books, records, and documents in accord with generally accepted accounting principles and practices. These books, records, and documents shall be retained for at least three years after the date of completion of the project. During this time, the material shall be made available to Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7-1 for completion of the work, Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $2,500. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of Contractor to complete the Work within the allotted time. The intent of this section is to emphasize to Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence to minimize inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. Page 7 of 29 Add the following subsection: 6-11 TEMPORARY CONSTRUCTION FENCE AND ACCESS Access to the project site shall be from the existing adjacent roadways and along the existing concrete walks. Any existing improvements damaged by Contractor outside of the project limits shall be repaired per Section 7-9, Protection and Restoration of Existing Improvements. Prior to construction, Contractor shall provide a temporary construction fence around the entire project site. The construction fence shall include a privacy screen and at least one temporary access gate. The construction fence shall be installed on the edge of the existing concrete walks on Old Newport Boulevard and Newport Boulevard at the Old Newport Boulevard Diversion. The temporary construction fence shall not block access to the existing walks. Payment for Temporary Construction Fence and Access shall be included in the Lump Sum price paid for Clearing and Grubbing, Item Number 4, and no additional compensation will be allowed therefor. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If Contractor elects to use City water, Contractor shall arrange for a meter and tender a $1,073.21 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages Add following: "In accordance with California Labor Code Section 1720.9, hauling and delivery of ready -mixed concrete for public works contracts are subject to prevailing wages." Page 8 of 29 7-5 PERMITS Add to this section: "This project requires a Caltrans Encroachment Permit and Orange County Sanitation District Trunk Connection Permit. 7-5.1 Caltrans Encroachment Permit "City is in the process of obtaining an encroachment permit from Caltrans. City will provide a copy of the permit to Contractor when the permit is received. Contractor is also required to obtain an encroachment permit from Caltrans. Contractor's shall obtain the Caltrans Encroachment Permit in 30 day or less. Timely submittal to Caltrans by the Contractor is required. The number of working days will be not be extended if Contractor's submittal to Caltrans is incomplete. Contractor shall submit to Caltrans a shoring plan for excavation 5 feet or deeper for Caltrans review and approval before work can commence. Contractor shall also submit to Caltrans shop drawings and structural calculations for all precast manhole components for Caltrans review and approval before the work commences. See Appendix A for Shoring and Precast Concrete Manhole requirements. Contractor is advised that per requirements of the City's Caltrans Permit, the project shall comply with bird protection regulations (e.g. Federal Migratory Bird Treaty Act and protections under the California Fish & Game Code). For project activities that occurs within the nesting bird season (February 1 — September 30) adjacent to suitable habitat (e.g. trees, shrubs, culverts, bridges, etc.), the City will retain a qualified biologist to perform preconstruction surveys. The preconstruction surveys will be completed within the project area no longer than 3 days prior to ground -disturbing activity to avoid impacts to nesting birds. If an active nest is observed (i.e. eggs or young), the biologist will determine the level of work that can occur within the area. Depending on species of bird a no -work buffer may be required in order not to impact the nest and development of the chicks (i.e. direct impacts/disturbances, removal of trees/shrubs, noise, and vibration). Engineer will work with Contractor as possible to facilitate project progress. 7-5.2 Orange County Sanitation District (OCSD) Conditional Approval Letter The Contractor shall comply with the requirements of the OCSD Conditional Approval Letter, Appendix H, to the Contract documents including applying for and securing a Confined Space Job Hazard Analysis from OCSD's Risk Management Division and instructions to process the Trunk Connection Permit." 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shutdowns of water, sewer and storm drain facilities as required. Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. Contractor will be responsible for completing all water connections within the time period allowed. The times and dates of any utility to be shut down must be Page 9 of 29 coordinated with Engineer. It is Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by Engineer at least 48 hours in advance of the water shut down. 7-8 WORK SITE MAINTENANCE 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by Engineer in advance. It is Contractor's responsibility to obtain an area for the storage of equipment and materials. Contractor shall obtain Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, Contractor shall take photos of the laydown area. Contractor shall restore the laydown area to its pre - construction condition. Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.5 Sanitary Sewers 7-8.5.2 Sewage Bypass and Pumping Plan Contractor shall bypass all sewage flows during sewer related construction operations as required. Contractor shall at all times be responsible for the operation of the bypass system, including furnishing the necessary equipment and making arrangements to obtain power as required. If pumping is required, Contractor shall provide redundant pumping capabilities to remain on site if the primary system fails. Primary bypass system and backup bypass systems shall be designed to handle 120% of the peak flow as specified by the OCSD at the Old Newport Boulevard Diversion. The effluent level in the bypass pumping manhole if required shall not be allowed to rise more than 1 foot above the crown of the incoming sewer pipe. Plans for bypassing, if required, shall be submitted by Contractor to Engineer for approval prior to related construction activity, allowing at least 10 working days for review and return of comments. Plans shall include provisions for containing and cleaning -up any spill. Approval by Engineer does not in any way relieve Contractor of its responsibilities provided for in this section of any liability for sewage spills and costs for spill cleanup under this Contract. If bypassing is required, Contractor can commence related construction after the temporary by-pass system is in place, inspected, and approved by City and OCSD personnel. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall refer to and comply with the Water Pollution Control Program (WPCP) and Drawing (WPCD), Appendix G, and shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: Page 10 of 29 a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP will be approved by Engineer prior to any work. Engineer will monitor the adjacent storm drains and streets for compliance. Failure of Contractor to follow BMP will result in immediate cleanup by City and back -charging Contractor for all costs plus 15 percent. Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. 7-8.6.3 Storm Water Pollution Prevention Plan (SWPPP) Add to this section: A Storm Water Pollution Prevention Plan (SWPPP) is not required for this project. 7-8.6.5 Payment Add to this section: Payment for all Water Pollution Control work as specified herein shall be included in the Lump Sum Contract price bid for Mobilization. 7-10 SAFETY Add the following section: 7-10.1 Traffic and Access Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with existing pavement surface. Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. Contractor shall cooperate with Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, up to four (4) changeable message boards (CMBs), and any other measures deemed necessary by Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Messages for the CMBs shall be updated by Contractor as directed by Engineer. Page 11 of 29 Contractor shall install and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which shall be posted at least forty-eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by Contractor. In addition, it shall be Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. City "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. Contractor shall print the hours and dates of parking restriction on the "NO PARKING - TOW AWAY" sign in 2 -inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by Engineer prior to posting. After posting temporary "NO -PARKING -TOW AWAY" signs, Contractor shall cover street sweeping signs and parking meters, on those streets adjacent to the construction with a "PERMIT PARKING ONLY" sign, in a manner approved by Engineer. Contractor shall also cover all street sweeping signs on the opposite side of the street from where he has posted the "PERMIT PARKING ONLY" signs, in a manner approved by Engineer. Immediately after construction is complete and the alley is opened to traffic, Contractor shall remove all signs and uncover the street sweeping signs. City "PERMIT PARKING ONLY" signs are available from Engineer. Ten (10) working days prior to starting work, Contractor shall distribute construction notices to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notices. Forty-eight (48) hours prior to the start of construction, Contractor shall distribute to the residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notices when construction operations will start for each block or street. An interruption of work at any location in excess of 14 calendar days shall require re -notification. Contractor shall insert the applicable dates and times at the time the notices are distributed. The written notices will be prepared by the City, but shall be completed and distributed by Contractor. Errors in distribution, false starts, acts of God, strikes or other alterations of the schedule will require Contractor re -notification using an explanatory letter furnished by the City. Add the following section: 7-10.2 Storage of Equipment and Materials in Public Streets Construction materials and equipment may only be stored in City right-of-way or property if approved by Engineer. It is Contractor's responsibility to obtain an area for the storage of equipment and materials. Contractor shall obtain Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, Contractor shall take photos of the laydown area. Page 12 of 29 Contractor shall restore the laydown area to its pre -construction condition. Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-10.3 Haul Routes Add the following: "Contractor shall use the City's Haul Route Master Plan or as approved by Engineer." Add the following subsection: 7-10.3.1 Street Closures, Detours and Barricades Contractor shall submit to Engineer, at least five working days prior to the pre -construction meeting, a traffic control plan showing typical closures and detour plan(s). Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the City's Traffic Engineer. Contractor shall adhere to the conditions of the traffic control plan. Typical street closures shall conform to the provisions of the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic control and detours shall incorporate the following items: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. Contractor shall accommodate the City's trash collection. If Contractor elects to work on a street or alley during its trash collection day, it shall be Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent, at (949) 718-3466 and all affected property owners. 5. At a minimum, Contractor shall maintain one lane of traffic in each direction at all times when completing the work. 6. Contractor will be allowed to close one street at a time to complete the work. Work in other alleys and streets can take place if not immediately adjacent to the first area of work and does not cause any other impacts to residents, such as loss of street parking. Contractor shall make special accommodations to provide access for residents with disabilities in the closed alleys and streets. 7. Sidewalk closures in non-residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the Page 13 of 29 closure and SIDEWALK CLOSED USE OTHER SIDE signs on barricades at the closest crosswalk or controlled intersection. 8. Sidewalk closures in residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure. 7-10.4 Safety 7-10.4.1 Work Site Safety Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work. Contractor shall fully comply with all state, federal and other laws, rules, regulations, and orders relating to the safety of the public and workers. The right of Engineer or the City's representative to conduct construction review or observation of Contractor's performance shall not include review or observation of the adequacy of Contractor's safety measures in, on, or near the construction site. Page 14 of 29 SECTION 9 - MEASUREMENT AND PAYMENT 9-3 PAYMENT 9-3.1 General Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, installing and doing all the work, including restoring all existing improvements damaged by the work, to complete the item of work in place and no other compensation will be allowed thereafter. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal. Item No. 1 Mobilization: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals for providing bonds, insurance and financing, preparing and implementing the Best Management Plan in accordance with the Water Pollution Control Program and Water Pollution Drawings (Appendix G), preparing and updating construction schedules as requested by Engineer, attending construction progress meetings as needed, potholing and exposing utilities in advance of work, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Surveying Services: Work under this item shall be performed by a Land Surveyor Licensed in the State of California as specified in Section 2-9.2 of these specifications, and shall include, but not be limited to, furnishing all labor, materials, tools, equipment and incidentals for surveying, establishing horizontal and vertical controls, providing construction staking, establishing centerline ties, adjusting survey monuments, filing pre- and post -construction corner records with the county, reestablishing property corners disturbed by the work, preparing record of survey, protecting and restoring existing monuments and other survey items as required to complete the work in place. Item No. 3 Traffic Control: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals for procuring and delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, notifying businesses and residents, and providing the traffic control required by the project in accordance with the Traffic Control Plans including, but not limited to, signs, cones, barricades, flashing electrical arrow boards, K -rails, temporary striping, and flag persons. This item includes providing changeable message boards (CMBs) and updating messages on the CMBs as requested by Engineer. This item shall also include furnishing all labor, tools, equipment and materials necessary to comply with the W.A.T.C.H. Manual, latest edition, and City requirements, temporary steel plates and requirements of Section 7-10.1, Traffic and Access. Page 15 of 29 Item No. 4 Clearing & Grubbing: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment, disposal costs, and incidentals; paying disposal costs; and providing submittals, procuring, approving, delivering, and storage for removing, hauling and disposing of all natural materials including all trees, logs, stumps, brush, grass, weeds, and other objectionable materials as required within the construction impact limits to complete the work in place. This item shall also include temporary construction fence and access as specified in Section 6 of these specifications. Item No. 5 Concrete and Asphalt Removal: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment, disposal costs, and incidentals; paying disposal costs; and providing submittals, procuring, approving, delivering, and storage for demolishing, hauling and disposing of all concrete and asphalt, as required within the construction impact limits to complete the work in place. Item No. 6 Diversion Structure: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing conflicting existing improvements, temporary and permanent support and protection of existing utilities, disposing of excess material, excavating, dewatering if required, shoring, temporary patching or plating, controlling ground and surface water, furnishing and installing cast - in -place diversion curb, cast -in-place 8 -inch diversion junction structure per APWA Standard Plan 333-2, cast -in-place concrete collar, diversion access shaft with precast 48" diameter riser(see Appendix A), flat top with eccentric 36 -inch diameter grade rings by Jensen Precast or approved equal, manhole frames and covers, removable non-metal trash grating and frame by Grating Pacific of approved equal per Sheet C7 -Detail 4, polypropylene steps per APWA Standard Plan 636-2, and 36 -inch diameter composite manhole cover, backfilling, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 7 Diversion Wetwell: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing conflicting existing improvements, temporary and permanent support and protection of existing utilities, disposing of excess material, excavating, dewatering if required, shoring, temporary patching or plating, controlling ground and surface water, compacting and preparing subgrade, placing base material, furnishing and installing cast -in-place 60 -inch ID Diversion Wetwell w/ CIP Base (560-C-3250) over 6 -inch CAB similar to C.N.B. Standard Plan 401-L modified w/ sump area per Detail 5 on Sheet C7, precast manhole shafting (see Appendix A), flat top w/ eccentric 36 -inch diameter grade rings by Jensen Precast or approved equal, manhole frames and covers, 60 -inch diameter non-metal grate with steel support frame with removable access panel and 1/4 -inch perforated sheet metal cover by Grating Pacific or approved equal per Sheet C7 - Detail 7, pipe penetrations, link -seals, polypropylene steps per APWA Standard Plan 636-2, and 36 -inch diameter composite manhole cover; backfilling, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 8 Handhole Control Box: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing Page 16 of 29 submittals, procuring, approving, delivering, and storage for removing conflicting existing improvements, temporary and permanent support and protection of existing utilities, disposing of excess material, excavating, dewatering if required, shoring temporary patching or plating, controlling ground and surface water, grading and compacting subgrade, furnishing and installing precast 24"x36" handhole control Box Open Bottom w/ Traffic Cover (67 Series) per plan by Eisel Enterprises or approved equal per Sheet C7 -Detail 1 including appurtenant body, frame, and traffic -rated cover, 3/4" rock base, backfilling, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 9 1.25 -inch PVC Schedule 80 Pipe: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, excavating, dewatering if required, temporary patching or plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 1.25 -inch PVC Schedule 80 Pipe storm drain diversion including fittings, sweeps, and couplings, placing bedding and backfill material, connecting to existing storm drain facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 10 2 -inch PVC Schedule 80 Pipe: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements; temporary and permanent support and protection of existing utilities; excavating; dewatering, if required; temporary patching or plating; controlling ground and surface water; trenching; shoring; bracing; grading; compacting; furnishing and installing 2 -inch PVC Schedule 80 Pipe storm drain diversion including fittings, sweeps, and couplings; placing bedding and backfill material; connecting to existing storm drain facilities; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 11 4 -inch PVC Schedule 80 Pipe : Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements; temporary and permanent support and protection of existing utilities; excavating; dewatering, if required; temporary patching or plating; controlling ground and surface water; trenching; shoring; bracing; grading; compacting; furnishing and installing 4 -inch PVC Schedule 80 Pipe storm drain diversion including fittings and couplings; placing bedding and backfill material; connecting to existing storm drain facilities; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 12 8 -inch C-900 PVC Pipe: Work under this item shall include, but not limited to providing all labor, materials, tools, equipment and incidentals; including providing submittals, procuring, approving, delivering, and storage for removing and disposing existing pavement and conflicting improvements, temporary and permanent support and protection of existing utilities, excavating, dewatering if required, temporary patching or Page 17 of 29 plating, controlling ground and surface water, trenching, shoring, bracing, grading, compacting, furnishing and installing 8 -inch C-900 DR14 PVC Pipe storm drain diversion including fittings and couplings, placing bedding and backfill material, connecting to existing storm drain facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 13 1/3 -HP Utility Pump, Control Switches, and Control Panel: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a KP250 Utility Pump by Grundfos or approved equal, Pumpmaster Type control switches by SJE Rhombus or approved equal, Signalmaster Type control swithces by SJE Rhombus or approved equal, and Model 112 Control Panel (Part # 1019119K) by SJE Rhombus or approved equal, in accordance with the construction documents; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 14 1.25 -inch Cone Check Valve: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a 1.25 -inch Cone Check Valve per GF Type 561/562 (Part # 161 561 105) or approved equal including piping, fittings, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 15 1 -inch Mag Meter: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a 1 -inch NPTF mag meter, (Part # WMP101-100-32-GPM) with pulse output by Seametrics or approved equal, including piping, unions, fittings, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 16 Test Meter Assembly, Cleanout Assembly, and Appurtenances: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing appurtenances including 1 -inch Tee, 1 -inch PVC Schedule 80 pipe, end cap, 1 -inch PVC compact ball valve, and 2"x1" reducer, as required for meter calibration purposes per manufacturer recommendations and construction documents, furnishing and installing 3 -inch PVC Schedule 80 cleanout assembly including fittings and couplings, connecting to proposed storm drain diversion facilities, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 17 8 -inch Plug Valve: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing an 8 -inch 100% Port ANSI Class 125 flanged cam -centric (Model No. 5808RN) by Val -Matic or approved equal, including appurtenant ductile iron adaptors, valve box per C.N.B. Std -511-L, and position limit switch for SCADA system monitoring, as shown on Drawings, and all other work items as required to complete the work in place. Page 18 of 29 Item No. 18 Core Drilled Stub for Modified Drop Manhole Connection: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storage for removing conflicting existing improvements; installing temporary and permanent support and protection of existing utilities; disposing of excess material, excavating; providing shoring and temporary patching or plating; controlling ground and surface water; grading and compacting subgrade; core drilling the existing sewer manhole; concrete patching; repairing PVC lining; connecting to existing sewer facilities; backfilling; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 19 Modified Manhole Drop Connection: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; implementing confined space safety measures; and providing submittals, procuring, approving, delivering, storing, and installing a modified drop connection at the existing OCSD Sewer Manhole as shown on Drawings, including 4 -inch drop bowl, Type A Hood, 316 stainless steel pipe supports and hardware by Reliner/Duran Inc. or approved equal, 4 -inch PVC Schedule 80 drop pipe and bottom sweep, and PVC lining repairs, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 20 4 -Inch PCC Sidewalk and Retaining Curb: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for preparing and compacting subgrade; hauling, placing, and compacting base material; constructing the 4 -inch PCC walk and retaining curb; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 21 Curb Type A1-8: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storage for preparing and compacting subgrade; constructing the mountable curb per APWA Standard Plan 120-2, A1-8; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 22 6 -Inch PCC Over 4 -Inch CAB Driveway: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage for, preparing and compacting subgrade; hauling, placing, and compacting base material; constructing the PCC driveway paving per contract documents; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 23 Curb and Gutter Type B2-8: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storage for preparing and compacting subgrade; constructing the mountable curb per APWA Standard Plan 121-2, 132-8 with Page 19 of 29 variable curb face; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 24 Curb and Gutter Type A2-8: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage, preparing and compacting subgrade; constructing the barrier curb and gutter per APWA Standard Plan 120-2, A2- 8; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 25 12 -inch Wide Slot AC Paving: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, and storage preparing and compacting subgrade; constructing asphalt concrete slot paving per contract documents, and all other work items as required to complete the work in place. Item No. 26 SCADA Control System: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a SCADA Control System by XiO Inc., or approved equal (Appendix F), including Field Installable Unit (FIU) hardware, uninterruptible power supply (UPS) battery, cellular modem, low profile antenna, appurtenant pressure transducer, current transducer, valve position switch, inputs for all monitored and controlled components, pump control display screens, historical data trending screen, templates for customized automatic reports, communication and networking equipment for installation in the field, customized alarm notification via SMS text message and emails, and a permanent Cloud based SCADA management system, per Drawings and Contract documents, Appendix F. This work shall include providing all training documentation, providing support for final commissioning of the complete Cloud based SCADA management system, maintaining a Cloud based SCADA server with security and performance updates (with cloud service fees to be paid by City); testing and calibrating the system; and all other work items as required to complete the work in place. Item No. 27 Electrical Cabinet, Concrete Pedestal, and Equipment Anchorage: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing Myers Cabinet (Model No. MEUGIUX-ENC) or approved equal, including appurtenant concrete pedestal, concrete anchorage, and cabinet mounting per Drawings, Contract documents Appendices C and F, and manufacturer recommendations; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 28 Rain Sensor: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a RSD-BEX Rain Sensor by Rain Bird or approved equal per construction documents and manufacturer recommendations; and all other work items as required to complete the work in place. Page 20 of 29 Item No. 29 Electrical Site Improvements: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing and installing for trenching, electrical conduits, other conduits, high voltage and low voltage conductors, cables, raceways, raceway supports, circuit breakers, pull boxes, disconnects, outlets, panel boards, all electrical components not defined in other tasks; and performing startup, and testing of electrical system as shown on Electrical Drawings and contract documents; restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 30 Irrigation: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals for excavating and backfilling of planting area, installing temporary modifications, maintaining irrigation system within the construction impact limits, protecting and maintaining service to adjacent landscaping areas, installing irrigation improvements in accordance with the Landscape Improvements Drawings, providing clean-up operations within construction limits and all other work items as required to complete the work in place. Item No. 31 Planting: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals for furnishing and installing backfill planting, backfill mix, mulch, tree stakes and cross braces, root barrier, and replanting or replacing of plant materials where applicable, in accordance with the Landscape Improvements Drawings, providing clean-up operations within construction limits and all other work items as required to complete the work in place, and providing guarantees as noted in section 801-6 for the Guarantee for Landscape Planting. All plant submittals shall include a scaled photograph of each representative plant shown on Drawings. Item No. 32 24 -Inch Box Tree: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storing, and installing a 24 -inch box tree type Tristania Conferta/Brisbane, including excavating, planting, root barrier, backfilling, staking, providing clean-up, all other work items as required to complete the work in place, and providing guarantees as noted in section 801-6 for the Guarantee for Landscape Planting. The tree submittal shall include a scaled photograph for the tree shown on the drawings. Item No. 33 Maintenance and Plant Establishment (90 Calendar Days): Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; and providing submittals, procuring, approving, delivering, storage for watering, mowing, fertilizing, plant replacement, supervision, and all other work items required to establish and maintain the landscaping and irrigation systems for the entire duration of the Maintenance and Plant Establishment duration within the limits as shown on the contract documents. Item No. 34 As -Built Plans: Work under this item shall include, but not limited to furnishing all labor, materials, tools, equipment and incidentals; for preparing as -built drawings. These drawings shall be kept up to date and submitted to Engineer for review prior to request for payment. An amount of $1,500 is determined for this bid item. The Page 21 of 29 intent of this pre-set amount is to emphasize to Contractor the importance of as -built drawings. 9-3.2 Partial and Final Payment From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. Portland cement concrete shall be Class 660 -C -4000P for cast in place concrete box culverts modifications including concrete collar and diversion junction structure. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans. 201-7 NON -MASONRY GROUT 201-7.2 Quick Setting Grout Add to this section: Contractor shall grout the area between an existing reinforced concrete structure and the new storm drain pipe with a quick setting grout. SECTION 209 — PRESSURE PIPE 209-4 PVC PRESSURE PIPE Page 22 of 29 209-4.1 General. Add the following: PVC pressure pipe less than 4" diameter shall follow specifications in Section 800-2 unless otherwise specified. 209-4.2 Materials Add the following section: PVC pressure pipe and fittings less than 4" diameter shall be PVC Schedule 80 with solvent weld socket or threaded fittings per Section 800-2.1.3 unless otherwise specified. 209-7 PIPELINE IDENTIFICATION. 209-7.2 Requirements Add the following section: Storm Drain Diversion pipe shall be identified with green warning and locating tape indicating the discharge is appurtenant to the local sewer system. SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-1 GENERAL Add the following description to section: "Valves, pumps, control switches, control panels, flow meters, meter boxes and appurtenances shall be as shown on Drawings, specified elsewhere in these special provisions, or included in Appendix C — Product Data." Rain Gauge shall be RSD-BEX Rain Sensor by Rain Bird or approved equal as shown on Drawings and per the contract documents. The rain gauge shall be installed per manufacturer recommendations and integrated with the SCADA system in accordance with P&ID. 212-5 VALVES 212-5.3 Plug Valves 212-5.3.1 General Add the following description to section: Plug valves shall be 8" 100% Port ANSI Class 125 Flanged Cam -Centric Plug Valve with Direct Nut per Val -Matic (Model No. 5808RN) or approved equal. Page 23 of 29 Plug Valves shall meet the materials, testing, and installation requirements of the Supplemental Technical Specification Section 15100, Manual Valves (Appendix A). 212-5.5 Check Valves Add the following description to section: Check valves less than 4" diameter shall be Cone Check Valve Type 561/562 (Part # 161 561 105) as shown on Drawings as manufactured by GF Piping Systems or approved equal, included in Appendix C — Product Data, conforming to the governing code requirements and Manufacturer specifications. 212-10 SERVICE LATERALS, METERS, AND METER BOXES 212-10.4 Meters Add the following description to section: Flow meter shall be 1" NPTF Mag Meter (Part # WMP1 01 -1 00 -32 -GPM) as shown on Drawings as manufactured by Seametrics or approved equal, included in Appendix C — Product Data, with corresponding 1" diameter straight pipe segments upstream and downstream conforming to the governing code requirements and Manufacturer specifications. 212-10.6 Meters Boxes 212-10.6.1 General Add the following description to section: In addition to the requirements of Section 212-10, meter box shall include precast concrete handhole control boxes as shown on the Drawings as manufactured by Eisel Enterprises or approved equal, included in Appendix C — Product Data, and meeting the materials and testing requirements of the Supplemental Technical Specifications, Section 03462, Precast Concrete Vaults. SECTION 216 — PRECAST REINFORCED CONCRETE BOX 216-1 GENERAL Add to this section: In addition to the requirements of Section 216, precast concrete structures shall include precast concrete manholes, access shafts, and wetwells as shown on Drawings as manufactured by Jensen Precast or approved equal, included in Appendix C — Product Data, and meeting the materials and testing requirements of the Supplemental Technical Specifications, Section 03461, Precast Concrete Manholes and Bases (Appendix A). Page 24 of 29 PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.1 General Add to this Section: "In addition to the work outlined in Section 300-1, "Clearing and Grubbing," of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item: a) Removal and disposal of all vegetation, trash and other objectionable material from the affected portion of the project site. b) Maintain dust control at all times by watering, including developing a water supply and furnishing and placing all water required for work done in Contract, including water used for extra work. c) Protection and maintenance of existing improvements, including utilities, trees, plants, irrigation, including temporary capping of facilities as required during construction, fences, walls and other facilities within the construction zone, except those specifically shown on Drawings or directed by Engineer to be removed or relocated. d) Maintenance of the site in a neat and orderly condition throughout the construction period and clearing and removal of debris from site of work. e) Removal of all USA mark -outs. f) Trimming of trees for Contractor's convenience shall be at Contractor's expense and shall be subject to prior approval of Engineer. g) Unless noted otherwise on the plans, items to be salvaged shall be removed in a manner as to not damage them. Upon removal, Engineer will review condition of salvaged material and direct to Contractor either to deliver the salvaged material City's Utilities Yard at 949 West 16th Street, another location with the City, or to dispose of off-site. Contractor shall make arrangements for the delivery of salvaged materials the City Utilities Yard by contacting the City of Newport Beach Utilities Division at (949) 644-3011. h) In the event that a cultural or paleontological resource is exposed during ground disturbing activities, construction activities (e.g. grading, grubbing, or vegetation clearing) should be halted immediately near the discovery and Contractor shall information Engineer. Page 25 of 29 i) Per State of California Health and Safety Code Section 7050.5, if human remains are discovered during ground disturbances, all construction activities shall be halted immediately near the discovery and Contractor shall inform Engineer. Construction activities may not resume until the Coroner has made a determination of origin and disposition pursuant to PRC Section 5097.98." 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. All materials removed shall be legally disposed of by Contractor at locations outside the project site unless otherwise shown on Drawings or specified in the Special Provisions. All removal bid items shall include the cost of disposal and no additional compensation shall be allowed therefor. 300-1.3.1 General Contractor shall maintain the job site in a clean and safe condition. Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by Engineer. All areas of roadway removal and replacement shall have a minimum trench width of 3 -feet to facilitate maximum compaction. Contractor shall meet with Engineer to mark out the areas of roadway removal and replacement. Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. Contractor shall report said tonnage monthly to Engineer and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to Engineer prior to release of final retention. Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. Reinforcing or other steel may be encountered in portions of concrete to be removed. No additional compensation will be allowed for the removal of concrete containing reinforcing or other steel. Backfill shall be placed and compacted to fill any voids created by removals. Backfill shall be placed and compacted in accordance with Section 300-4 "Unclassified Fill" of the Standard Specifications. This work shall be included in the individual removal item and no additional payment will be allowed therefor. Page 26 of 29 300-1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of two (2) inches. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. Engineer must approve final removal accomplished by other means. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1 Requirements 303-5.1.1 General Sidewalks shall be opened to pedestrian access on the day following concrete placement. In addition, all forms shall be removed, irrigation systems shall be repaired, and backfill or patchback shall be placed within 72 hours following concrete placement. Section 306 — OPEN TRENCH CONDUIT CONSTRUCTION 306-1 GENERAL Add to this section: 306-1.2 Installation of Pipe As a part of this project, Contractor will be responsible for installation of the temporary storm water by-pass system as required during construction. A sewer by-pass system is not required unless otherwise indicated by sewer system owner, OCSD. Contractor can commence installation of new diversion lateral(s) once the temporary by- pass system is in place. Contractor shall have the by-pass line inspected by City personnel prior to commencing the project. If at any time, the temporary by-pass system is damaged, it will be Contractor's responsibility to repair and replace any damaged or destroyed section to the satisfaction of the City. Contractor shall adhere to the following special provisions when installing temporary storm water by-pass systems: 1. Storm drain system service shall be maintained at all times except as necessary to install the temporary by-pass system. Contractor's method of providing such Page 27 of 29 continuous service shall be submitted and approved by the City prior to construction. 2. Contractor shall arrange with the City's Utilities Division and the storm drain system owner, Caltrans, for certification of the by-pass system. 3. Upon acceptance by the City of new diversion improvements and connections to existing storm drains and sewer mains, Contractor will disconnect the temporary storm water by-pass system. 306-10 Precast Reinforced Concrete Box (PRCB) 306-10.1 General Add to this section: In addition to the requirements of Section 306-10, precast reinforced concrete box shall include precast manholes meeting the installation requirements of the Supplemental Technical Specification, Section 03461, Precast Concrete Manholes and Bases. PART 8 - LANDSCAPING AND IRRIGATION SECTION 801 - INSTALLATION 801-1 GENERAL Contractor shall install irrigation and planting in accordance with the Landscape and Irrigation Improvements drawings. Appendix B includes As -Built Plans for OCSD Project No. 06-17, District 6-17, District 6 Trunk Sewer Relief, Volume III OF III, for planting and irrigation improvements implemented in this area in 2017. The landscape contractor or subcontractor shall provide a licensed Pest Control Advisor (PCA) prior to applying herbicide. The PCA will be responsible for preparing and approving a Pest Control Recommendation and providing Safety Data Sheets (SDS). These items shall be included with the herbicide submittal. Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. Contractor shall arrange to meet with the City Arborist a minimum of five workdays prior to beginning the work to discuss City standards and requirements. Contractor shall describe the method of pruning and removing minor tree roots that may be encountered during construction. The City Arborist will decide at that time if a formal submittal is required for review by the City. If required, Contractor shall submit recommendations by its arborist to the City for review for safely pruning and removing tree roots. No roots shall be pruned or removed unless this submittal is returned to the Contract as satisfactory. Contractor shall be responsible for Page 28 of 29 ensuring that no tree roots are pruned or cut that could compromise the stability of the tree. If the Contractor encounters large tree roots, he/she shall cease work at that location and immediately contact the City Arborist for inspection. Upon inspection, the City Arborist may require the Contractor to formally submit a plan for removing the large roots to the Engineer for review. If required, the submittal shall adhere to the following guidelines. 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City Arborist. b. Roots shall be cleanly severed using a root -pruning machine, ax or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs, and shall be made as far away from the tree base as possible. 3. Selective Root Pruning a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 2 feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. c. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre - approved by the City Arborist. e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. Page 29 of 29 APPENDIX A - SUPPLEMENTAL TECHNICAL SPECIFICATIONS 02140 Dewatering 02150 Shoring of Excavations 03461 Precast Concrete Manholes & Bases 03462 Precast Concrete Vaults 09900 Painting and Coating 15100 Manual Valves z SECTION 02140 DEWATERING PART 1- GENERAL 1.1 THE REQUIREMENT A. General: The Work of this Specification section includes all dewatering activities required for construction of the Work. Such dewatering shall include, but not be limited to, all pumping, ditching, draining, dewatering, desilting, testing, discharge, and other required measures for the removal or exclusion of water from the excavation, and all other incidental dewatering work, all in accordance with the requirements of the Contract Documents. Pits and fills used for the erection of the CONTRACTOR'S dewatering facilities shall be filled or removed upon the completion of the Work and leveled to meet the existing contours of the adjacent ground. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections and divisions apply to the Work of this section. Other sections and divisions of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. 1. Greenbook Section 300, Earthwork 2. Greenbook Section 303, Concrete and Masonry Construction 3. Greenbook Section 306, Open Trench Conduit Construction 4. Section 2150, Shoring of Excavations 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. All Work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these Specifications. B. Comply with the applicable editions of the following codes, regulations and standards. 1. Codes and Regulations 29 CFR 1910 Code of Federal Regulations, Title 29, Part 1910, U.S. Occupational Safety and Health Standards (OSHA) 29 CFR 1926 Code of Federal Regulations, Title 29, Part 1926, U.S. Safety and Health Regulations for Construction (OSHA) CERCLA Comprehensive Environmental Response, Compensation and Liability Act SARA Superfund Amendments and Reauthorization Act CCR California Code of Regulations, Title 8, Industrial Relations (Cal/OSHA) CLC California Labor Code CA Test 217 California Department of Transportation, California Test 217, Method of Test for Sand Equivalent SCAQMD South Coast Air Quality Management District 2. Industry Standards: SSPWC "Green Book", Standard Specifications for Public Works Construction DEWATERING 02140-1 C. Comply with the applicable reference Specifications as directed in the General Requirements and Additional General Requirements. D. All earthwork within Caltrans right-of-way shall conform to the requirements of Section 19 of California Department of Transportation Standard Specifications, Caltrans permit requirements and requirements stated herein. Where the requirements are in conflict, the permit requirements shall govern the Work within Caltrans right-of-way. 1.4 CONTRACTOR SUBMITTALS A. Dewatering Plan: The CONTRACTOR shall submit for the ENGINEER'S review, drawings and data showing their proposed design and plan for dewatering (Dewatering Plan) of all Work areas, which shall include the planned method of dewatering, excavation and shoring, the location and capacity of such facilities as dewatering wells, well points, pumps, sumps, collection and discharge lines, points of discharge with flowmeters, the standby units proposed, protective fills and ditches required for control of groundwater and surface water, measures for sealing desilting tanks for odor control, if applicable, and a contingency plan in the event that it becomes necessary to reduce or cease dewatering flows into OCSD's sanitary sewer system. The Dewatering Plan shall be submitted to the ENGINEER 15 days prior to the start of any dewatering system installation Work. The CONTRACTOR shall furnish other information to the ENGINEER as may be required for the complete understanding and analysis of the Dewatering Plan and Excavation Plan, and as called for to meet all specifications requirements. Settlement monitoring data shall be submitted to the ENGINEER as required in the dewatering section of these Specifications. B. Excavation Plan: For purposes of local agency and public information, the CONTRACTOR shall submit an Excavation Plan showing all Project excavation areas, haul routes, and disposal sites, along with Work start and finish dates for those areas and routes. The Excavation Plan shall also contain haul truck traffic flow rates for all routes. Upon request by the ENGINEER, the CONTRACTOR shall submit the Excavation Plan to agencies having jurisdiction over the haul routes. C. Abandonment of Ground Penetrations, all Types: The CONTRACTOR shall submit detailed procedures for abandonment of all types of ground penetrations, including but not limited to groundwater monitoring wells and dewatering wells. The submittal shall include a list of all penetrations to be abandoned, abandonment schedule, fill materials, and proposed procedures. Refer to the requirements listed elsewhere in these Specifications for further details. 1.5 DEWATERING (IF REQUIRED) A. General: The CONTRACTOR shall provide and maintain, at all times during construction, ample means and devices with which to promptly remove and properly dispose of all water from any source, including but not limited to water migrating through the bedding of existing trunk sewers or any other existing utilities, groundwater and surface water runoff entering the excavations or other parts of the Work. Costs for dewatering shall be the CONTRACTOR's responsibility. Dewatering shall be accomplished by methods and to the extent required to ensure a dry excavation, prevent loss of fines from the foundation, maintain stability of all excavated slopes and bottoms of excavations, preserve the final lines and grades of the bottoms of excavations and adjacent paved surfaces or structures, and permit placement of fill materials with compaction in the dry. If foundation soils are disturbed or loosened by the upward seepage of water or an uncontrolled flow of water, the affected areas shall be excavated and replaced with crushed rock at no cost to the City. The proposed method shall be submitted to the ENGINEER for review and acceptance prior to excavation and installation of dewatering equipment. DEWATERING 02140-2 B. The CONTRACTOR is allowed to discharge water from dewatering operations into the storm drain sewer system subject to the requirements of the Santa Ana Regional Water Quality Control Board (SARWQCB) general waste discharge requirements for discharges to surface waters that pose an insignificant (de minimis) threat to water quality — Order No. R8-2015-0004, NPDES No. CAG998001, and in accordance with the permits section of these specifications. Direct or indirect discharge of water from dewatering operations into the storm drain system first requires a submittal of his sampling, testing, and treatment plan to the ENGINEER. The CONTRACTOR shall allocate a minimum of 10 working days for the City review process. 1. Groundwater Quality Analysis: Groundwater sampling during the design phase revealed the following results: Soil Boring VOC Readings, (mg/1) (1) Boring Location Range of Readings B-1 0.8 to 1.1 B-2 0.6 to 1.5 B-3 0.8 to 1.8 B-4 0.1 to 0.6 B-5 0.1 to 0.6 B-7 0.0 to 0.2 B-8 1.6 to 1.8 (1) Geotechnical Report, District 6 Trunk Sewer Relief Project, Newport Beach, CA, February 2014. For map of soil borings, refer to Appendix E 2. Pumping the groundwater may increase oxidation reactions in the groundwater and cause precipitation of dissolved chemicals and growth of micro-organisms and bacteria on pumps and dewatering equipment resulting in increased service and maintenance. 3. Discontinuation of Dewatering discharge into the storm drain system: The CONTRACTOR is responsible for development and implementation of a contingency plan in the event that it becomes necessary to reduce or cease dewatering flows into storm drain system. 4. Storm Drain Discharge Requirements: Discharge of water from dewatering operations into the storm drain shall not be allowed. C. Flow Rates: DEWATERING 02140-3 1. The geotechnical exploration including boring logs completed during the design phase of the nearby OCSD District 6 Trunk Sewer Relief Project is provided for reference in Appendix E, Reference Geotechnical Report by FUGRO. The boring logs indicate the groundwater levels at the time of the boring. This level may vary based on season and other factors. 2. Desilting: All dewatering operations require the use of a desilting tank(s) with a stainless steel sampling port and a drip container so that the ENGINEER may collect periodic dewatering samples (or an ENGINEER approved equal). Additionally, the desilting tanks shall be covered with sturdy and air -tight covers so no odors can escape, and no illegal dumping is possible. The air -tight covers shall be maintained throughout the dewatering period, and only removed when necessary for silt removal or other maintenance activities. The desilting tank(s) shall be located in a safe and easily accessible location. The system used for desilting the water shall be a baffled structure and shall provide not less than 5 minutes detention time and have a "flow-through" velocity not exceeding 0.2 foot per second at the anticipated peak flow. The desilting box shall be cleaned as required to maintain the detention time and flow-through limitations specified above. The intent is to avoid any addition of soil materials from dewatering operations into the receiving sewer systems. D. The method of desilting and point of disposal of water shall be approved by the ENGINEER. E. Groundwater Level Control: No concrete or masonry footings, foundations, manhole bases, or floors shall be constructed in water, nor shall water be allowed to rise over them until the concrete or mortar has set at least 24 hours. Water shall not be allowed to rise unequally against walls until concrete has attained its 28 -day strength. Water shall not be allowed to rise above pipe subgrade during pipe laying operations. F. Settlement Monitoring: The CONTRACTOR shall conduct survey settlement monitoring when existing surface features (structures, curb, gutter, pavement, etc.) are located in the area of influence of the dewatering operations, creating a potential for settlement. The monitoring shall consist of elevation surveys of multiple points prior to start of dewatering, at reasonable time intervals during the dewatering operation, and at completion of dewatering. The CONTRACTOR shall provide a Land Surveyor registered in the State of California at the CONTRACTOR's expense. The CONTRACTOR shall submit copies of all settlement monitoring survey sheets, along with a comprehensive summary spreadsheet showing all survey points, including baseline shots, with all dates, to the ENGINEER. These submittals to the ENGINEER will take place as the monitoring happens, and not wait until the end of the Project. Any damage to new Work, existing adjacent above and below ground structures, and pipes, due to settlement caused by dewatering activities or any failure of the dewatering system, shall be repaired to the satisfaction of the ENGINEER, at the CONTRACTOR's expense. The CONTRACTOR shall notify the ENGINEER immediately if settlement occurs. G. Standby Equipment: Standby pumping equipment shall be on the job site. The standby equipment shall be of reasonable size and quantity to prevent damage should pumping equipment fail. H. Disposal of Water: The CONTRACTOR shall dispose of the water from the Work in a suitable manner without damage to adjacent property. Conveyance of the water shall not interfere with traffic flow or the operation of the treatment facilities. No water shall be drained into Work built or under construction without prior consent of the ENGINEER. I. Completion: Upon completion of the dewatering and control of water operation, all temporary works and dewatering facilities shall be removed in a manner satisfactory to the ENGINEER. All well casings shall be removed. In addition, wells shall be abandoned DEWATERING 02140-4 as specified elsewhere in these Specifications. 1.6 ABANDONMENT OF GROUND PENETRATIONS, ALL TYPES A. General: Following acceptance of the penetration abandonment submittal by the ENGINEER, the CONTRACTOR shall abandon all ground penetrations, including but not limited to dewatering system pumping wells and groundwater monitoring wells. The intent of this requirement is to properly plug holes such that no permanent paths for groundwater travel between soil strata are created, and to prevent settlement. The CONTRACTOR shall not abandon or remove any penetrations without prior written authorization from the ENGINEER, and shall perform the Work only in the presence of the ENGINEER. Abandonment of any penetration not observed by the ENGINEER will be rectified by over-drilling of the hole to its original depth and re- abandoning at the CONTRACTOR's expense. PART 2 - PRODUCTS 2.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) PART 3 - EXECUTION 3.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) DEWATERING 02140-5 SECTION 02150 SHORING OF EXCAVATIONS PART 1- GENERAL 1.1 THE REQUIREMENT A. General: The Work of this Specification section includes all shoring of excavations required for construction of the Work. Such shoring work shall include, but not be limited to, the furnishing, placing, and removing of sheeting, shoring and bracing necessary to safely support the sides of all excavation; supporting structures above and below ground, and all other incidental shoring work, all in accordance with the requirements of the Contract Documents. The elevations shown on the Plans of existing features are taken from the best available data and are intended to give reasonably accurate information. The CONTRACTOR is responsible for determining exact shoring needs and the design thereof. Pits and fills used for the erection of the CONTRACTOR's construction facilities shall be filled or removed upon the completion of the Work and leveled to meet the existing contours of the adjacent ground. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. The requirements of the following sections and divisions apply to the Work of this section. Other sections and divisions of the Specifications, not referenced below, shall also apply to the extent required for proper performance of this Work. 1. Greenbook Section 300, Earthwork 2. Greenbook Section 303, Concrete and Masonry Construction 3. Greenbook Section 306, Open Trench Conduit Construction 4. Section 2140, Dewatering 1.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS A. All Work specified herein shall conform to or exceed the applicable requirements of the referenced portions of the following publications to the extent that the provisions thereof are not in conflict with other provisions of these Specifications. B. Comply with the applicable editions of the following codes, regulations and standards. Codes and Regulations: 29 CFR 1910 Code of Federal Regulations, Title 29, Part 1910, U.S. Occupational Safety and Health Standards (OSHA) 29 CFR 1926 Code of Federal Regulations, Title 29, Part 1926, U.S. Safety and Health Regulations for Construction (OSHA) CERCLA Comprehensive Environmental Response, Compensation and Liability Act SARA Superfund Amendments and Reauthorization Act CCR California Code of Regulations, Title 8, Industrial Relations (Cal/OSHA) CLC California Labor Code CA Test 217 California Department of Transportation, California Test 217, Method of Test for Sand Equivalent SHORING OF EXCAVATIONS 02150-1 1.4 SCAQMD South Coast Air Quality Management District 2. Industry Standards: SSPWC "Green Book", Standard Specifications for Public Works Construction C. Comply with the applicable reference Specifications as directed in the General Requirements and Additional General Requirements. D. All earthwork within Caltrans right-of-way shall conform to the requirements of Section 19 of California Department of Transportation Standard Specifications, Caltrans permit requirements and requirements stated herein. Where the requirements are in conflict, the permit requirements shall govern the Work within Caltrans right-of-way. CONTRACTOR SUBMITTALS A. Shoring: The CONTRACTOR's attention is directed to the provisions for "Shoring and Bracing Drawings" in Section 6705 of the California Labor Code and SSPWC Subsection 306-1.1. The CONTRACTOR, prior to beginning any trench or structure excavation 5 feet deep or deeper, shall submit to the ENGINEER a detailed plan showing design of all shoring, bracing, sloping of the sides of excavation, and other provisions for worker protection against the hazard of caving ground during the excavation of such trenches or structure excavation in compliance with California Labor Code Section 6705 and SSPW Section 306-1. The Shoring and Bracing Plans shall be prepared by a qualified Civil or Structural Engineer licensed in the State of California and employed by an independent design consultant firm insured against errors and omissions to the extent required by City and OCSD. The submittal(s) shall include a site location map referencing existing features; detailed plans; elevations, and various sections indicating all excavation slopes, shoring components and connections and showing all structures and utilities potentially influenced by the performance of shoring, trenching or structure excavation along with supporting calculations; notes including sequence of construction, materials, and other clarification as required by the California Labor Code, SSPWC, and the Contract Documents, and a plan for noise abatement measures as required. In addition, Caltrans and City of Newport Beach may include specific requirements for shoring in the permit conditions, which shall be adhered to by the CONTRACTOR at no additional cost to City. 1. The following geotechnical engineering parameters are provided for consideration in the design of temporary shoring and access pits. The geotechnical report is included in Appendix E for additional information. SHORING OF EXCAVATIONS 02150-2 Soil Unit Total Soil Weight Estimated Friction Estimated (pcf) Angle (0) Cohesion (psf) Coarse-grained Alluvium 125 32 0 Fine-grained Alluvium Undrained shear strength = 1000 to 1500 psi (short-term loading) Fine-grained Alluvium 110 20 300 (long-term loading) B. Excavation Plan: For purposes of local agency and public information, the CONTRACTOR shall submit an Excavation Plan showing all Project excavation areas, haul routes, and disposal sites, along with Work start and finish dates for those areas and routes. The Excavation Plan shall also contain haul truck traffic flow rates for all routes. Upon request by the ENGINEER, the CONTRACTOR shall submit the Excavation Plan to agencies having jurisdiction over the haul routes. C. Abandonment of Ground Penetrations, all Types: The CONTRACTOR shall submit detailed procedures for abandonment of all types of ground penetrations, including but not limited to shoring system beams. The submittal shall include a list of all penetrations to be abandoned, abandonment schedule, fill materials, and proposed procedures. Refer to the requirements listed elsewhere in these Specifications for further details. 1.5 SHORING OF EXCAVATIONS A. General: The CONTRACTOR shall furnish all labor, equipment, and materials to construct, install, and remove the entire shoring system including removal of lagging, soldier beams, bracing, and detensioning of tiebacks. Full compensation for the shoring and its removal shall be considered as included in the Contract Price for various related items for which shoring is required and no additional compensation will be allowed therefor. The CONTRACTOR shall be entirely responsible for designing, providing and constructing shoring and bracing to prevent slides and/or cave- ins, to protect all existing and new facilities, structures, utilities (above and below grade) and other improvements in the vicinity from damage, and to protect workers as required. The CONTRACTOR shall, at its cost, obtain permits from all regulatory agencies as required for all its shoring Work. B. Shoring Design: Design of shoring shall be in accordance with the applicable requirements of the Construction Safety Orders of the Division of Industrial Safety (California Code of Regulations, Title 8). The CONTRACTOR shall be responsible for providing more extensive shoring and/or bracing systems than those required by the Construction Safety Orders when necessitated by conditions indicated in these Contract Documents, or otherwise required by the Work. The shoring design shall be performed by a California registered Civil Engineer and shall consider the data provided in the Geotechnical Investigation Report and all surcharge loads imposed. Pursuant to California Labor Code Section 6705, CONTRACTOR shall submit to the ENGINEER a detailed design for all shoring. The CONTRACTOR shall not begin excavation operations until the shoring design has been accepted by the ENGINEER. Acceptance of the CONTRACTOR's shoring design is solely for the purpose of complying with California Labor Code Section 6705. Acceptance of the CONTRACTOR'S shoring design: (i) does not constitute review or acceptance of the design; (ii) does not relieve the CONTRACTOR of its duty to provide safe working conditions; and (iii) does not impose any liability on City, its agents and/or employees nor the engineer of record for SHORING OF EXCAVATIONS 02150-3 1.6 damage and/or injury caused by errors and/or omissions in the shoring design. In addition, acceptance of the CONTRACTOR's shoring design shall not be construed to invalidate other provisions of these Specifications or relieve the CONTRACTOR of the responsibilities inherent in the pursuance of the Work. C. Protection of Existing Improvements: The CONTRACTOR shall take all measures necessary, subject to acceptance by the ENGINEER, to protect adjacent facilities, including but not limited to structures, utilities, roads, sidewalks, curb & gutter, when such facilities are in jeopardy due to excavation. Shoring support systems adjacent to such existing facilities shall be designed by a California registered Civil Engineer and shall withstand all loads applied to the shoring system from these facilities. Where shoring needs to be provided to support such adjacent structures or facilities and the potential for excessive deflection that can lead to structure settlement is present, braced or tieback shoring shall be provided. Braced or tieback shoring supporting adjacent nearby facilities shall be designed and constructed to limit the maximum horizontal deflection of the shoring to 1 inch or less as directed by the ENGINEER. Shoring and sheeting shall also be installed during excavation as necessary to prevent disturbing material that is under an adjacent structure or pipe. All costs associated with these protective measures shall be borne by the CONTRACTOR. All costs associated with repair of disturbed materials under existing facilities, including pipelines, shall be the CONTRACTOR's responsibility. D. Shoring Monitoring: Shoring systems that are install for a duration longer than a week shall have their deflection monitored on a weekly basis by a Surveyor, licensed in the State of California, engaged by the CONTRACTOR. Monitoring of the shoring shall be performed in the presence of the ENGINEER, with a written report to be submitted to the ENGINEER within 24 hours of each monitoring activity. Frequency of monitoring shall be determined by the CONTRACTOR. E. Shoring Beams/Piles: The CONTRACTOR shall coordinate the methods of installation and removal of shoring beams/piles with the requirements for noise and vibration control listed elsewhere in these Specifications. Maximum noise and vibration levels shall not be exceeded by the installation and removal methods. F. Shoring Removal: Shoring shall be removed cautiously such that no damage of any type is caused to existing or newly constructed facilities. Where holes are left from beams used for shoring, the CONTRACTOR shall use either pea -gravel or sand -cement grout as approved by the ENGINEER to consolidate the holes. Also refer to the Well Abandonment section in these Specifications which shall also apply to the abandonment of holes left by the shoring system. Shoring and sheeting/bracing needs to be installed and removed carefully such that the bedding surrounding the installation of pipes does not slough or move within the pipe zone which would affect the proper support for bedding material under the haunches of the pipe. If the bedding material moves from under the pipe haunches after removal of shoring or sheeting/bracing, the CONTRACTOR shall fill the void underneath the pipe haunches with CLSM at no additional cost to the Contract. ABANDONMENT OF GROUND PENETRATIONS, ALL TYPES A. General: Following acceptance of the penetration abandonment submittal by the ENGINEER, the CONTRACTOR shall abandon all ground penetrations, including but not limited to shoring system beam holes. The intent of this requirement is to properly plug holes such that no permanent paths for groundwater travel between soil strata are created, and to prevent settlement. The CONTRACTOR shall not abandon or remove any penetrations without prior written authorization from the ENGINEER, and shall perform the Work only in the presence of the ENGINEER. Abandonment of any penetration not observed by the ENGINEER will be rectified by over-drilling of the hole to its original depth and re- abandoning at the CONTRACTOR's expense. SHORING OF EXCAVATIONS 02150-4 1.7 VIBRATION CONTROL A. General: Construction activities shall be implemented in a manner that prevents damage to all existing features in the vicinity. Such features may include existing treatment and office facilities, residential structures, driveways, property walls, sidewalks, curb and gutter, or adjacent utilities. Potential damage from vibrations includes cracks developing in brick, concrete and drywall, separation of joints, piping leaks, jammed doors and windows, and falling of objects. B. Monitoring Requirements: Whenever construction activities occur within a distance of 75 feet or less of existing features (a minimum of four locations shall be monitored), the CONTRACTOR shall monitor for vibrations as follows: Record vibration during the daytime without construction activities to measure the background vibration. Record vibration for the typical construction activity over a duration sufficiently long to capture the typical vibrations generated during that activity, using a seismograph. Record vibration in terms of Peak Particle Velocity in Inches Per Second. Submit all recorded data to the ENGINEER as it is generated, both the raw data, and the data organized in a spreadsheet. C. Limits of Vibration: If seismograph vibration readings of more than 2 inches per second are encountered, the CONTRACTOR shall immediately discontinue its method for the particular construction activity, notify the ENGINEER, review its method, and make changes as appropriate to reduce vibration levels to required limits. 1.8 NOISE CONTROL A. General: Also refer to the General Requirements for noise control. B. Local Noise Ordinances: The CONTRACTOR shall comply with the ordinances of local agencies having jurisdiction. C. Additional Restrictions: In addition to the noise ordinances, the following restrictions shall apply to all Projects: 1. Continuously Operating Equipment: Equipment including, but not limited to generators for dewatering systems or bypass pumping equipment, that has to be on- site and operating continuously, shall be modified, relocated or replaced as necessary to not cause a noise nuisance to any resident or business, even if the noise levels from that equipment do not exceed maximum levels allowed by local ordinances. The CONTRACTOR shall make an effort from the beginning of the Project to select locations for continuously operating equipment that are less likely to disturb residents and businesses. All costs associated with equipment modifications, relocations and replacements shall be the CONTRACTOR's responsibility. 2. Noise Generating Activities Before and After Work Hours: In general, there shall be no noise generating activities that could disturb residents and businesses before 7 a.m. and after the end of the work day, especially at night time, even if the noise levels do not exceed maximum levels allowed by local ordinances. Specifically, no deliveries shall be made outside of the work day that generate noise levels disturbing to residents and businesses. If after -hour deliveries (example paving machines or other) are desired, the CONTRACTOR shall submit a written request to the ENGINEER one week ahead of time. If acceptable, the ENGINEER will coordinate resident notification. Dump trucks or other large trucks arriving on site prior to 7 a.m. shall turn off engines or otherwise take steps to avoid generating noise levels disturbing to residents and businesses. CONTRACTOR staff arriving on site prior to 7 a.m. shall keep noise levels down as necessary to avoid disturbing residents and businesses. Refueling of construction equipment shall not take place at night time when the potential for disturbing residents is greater. 1.9 SAFETY MEASURES SHORING OF EXCAVATIONS 02150-5 A. General: Safe conditions shall be maintained at the jobsite meeting all provisions of Cal/OSHA and all other applicable safety codes. In general, barricades with flashing lights meeting the requirements of all agencies having jurisdiction shall be placed at each end of all excavations and at such places as may be necessary along excavations to protect and warn all pedestrians and vehicular traffic of such excavations. Flashing lights shall also be placed along excavations from sunset each day to sunrise of the next day until such excavations are entirely backfilled, compacted, and paved. All excavations within the treatment plant fenced property shall be barricaded and lighted in such a way to prevent persons from driving, falling or walking into any excavation. All excavations outside the treatment plant confines shall be fenced with a minimum 7 -foot high chain link fence and surrounded with K -rail during all non -working hours. The fence shall be constructed to prevent any person from entering the excavation. Signs stating "Danger, Keep Out" shall be clearly displayed on all sides of the excavation. B. Ladders: Safe and suitable ladders that project 3 feet above the top of the trench shall be provided for all trenches greater than 4 feet in depth. A minimum of one ladder shall be provided for every 25 feet of lateral travel in an open trench. PART 2 - PRODUCTS 2.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) PART 3 - EXECUTION 3.1 (THIS SECTION PURPOSEFULLY LEFT BLANK) SHORING OF EXCAVATIONS 02150-6 SECTION 03461 PRECAST CONCRETE MANHOLES & BASES PART 1 - GENERAL 1.1 DESCRIPTION This section includes materials, testing, and installation of precast concrete manholes, manhole bases, manhole frames and covers. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Painting and Coating: 09900 1.3 SUBMITTALS A. Shop drawings shall be submitted in accordance with the General Provisions and as specified herein. B. Submit manufacturer's catalog and test data on precast concrete manholes, frames, and covers along with installation recommendations for inlet and outlet seals and watertight caulking. Show dimensions and materials of construction by ASTM reference and grade. Show manhole cover lettering and pattern. C. Submit supporting calculations for 60" manhole components stamped and signed by Civil/Structural Engineer registered in California. PART 2 - MATERIALS 2.1 PRECAST CONCRETE MANHOLES A. General: Precast reinforced concrete manholes shall comply with ASTM C 478, with a minimum wall thickness of 6 -inches. The ASTM standard and manufacturer shall be stamped on the interior and exterior of all manhole shafting and cone. B. Design Load: Manhole components shall be designed for H-20 highway loads and site soil conditions. C. Concrete: Precast reinforced concrete manhole risers and tops shall be constructed of Class A concrete with Type II or Type V cement in accordance with Section 201-1.2, Materials. D. Manhole Section Configuration: Manholes shall be fabricated only from eccentric taper sections and standard cylinder units of the proper PRECAST CONCRETE MANHOLES & BASES 03461-1 internal diameter. E. Manhole Section Dimensions: Unless noted otherwise, minimum diameter and wall thickness of manholes and manhole sections shall be as follows: Depth Manhole Manhole Of Cover Diameter Wall Thickness (ft) (in) (in) 0-15 48 6 51/2-22 60 6 Greater than 22'/2 72 7 Depth of cover shall be measured from proposed finish surface elevation to the elevation of the top of the manhole base. F. Steps: Manhole sections shall be cast without steps. Steps shall be post - installed with epoxy in accordance with the Standard Plans. G. Manufacturers: Precast reinforced concrete manholes shall be manufactured by Inland Concrete Products (Oldcastle Precast), Manhole Builders, Olson Precast Company, Precon Products, Jensen Precast, or Southwest Concrete Products (CalPortland), or approved equal unless noted otherwise on the plans. H. Warning Signs: Warning signs shall be stenciled onto the vertical wall of the uppermost cone section of every manhole. 2.2 MANHOLE FRAMES AND COVERS A. General Reauirements: Manhole frames and covers shall be made of ductile iron conforming to ASTM A 536, Class 400, or cast iron conforming to ASTM A 48, Class 30. Casting shall be smooth, clean, and free from blisters, blowholes, and shrinkage. Frames and covers shall be of the traffic type, designed for H-20 loading. B. Fit and Matchmarking: Each manhole cover shall be ground or otherwise finished so that it will fit in its frame without rocking. Frames and covers shall be matchmarked in sets before shipping to the site. C. Cover Inscription: Covers shall have the words "D" for Storm Drains or "S" for "Sewer" and the Owner's identification in accordance with instructions furnished by the Owner. No other lettering on the top side shall be permitted. D. Inspection and Coating: Before leaving the foundry, castings shall be cleaned and subjected to a hammer inspection. Castings shall then be dipped twice in a preparation of asphalt and oil applied at a temperature of not less than 290°F, not more than 310°F, and in such a manner as to form a firm and tenacious coating. E. Manufacturers: Manhole frames and covers shall be manufactured by PRECAST CONCRETE MANHOLES & BASES 03461-2 2.3 2.4 2.5 2.6 2.7 2.8 Alhambra Foundry, National Casting, Neenah Foundry, Pont-A-Mousson, or South Bay Foundry, or approved equal unless noted otherwise on the plans. IMPORTED SAND Imported sand shall comply with the applicable sections of the Greenbook. CRUSHED ROCK Crushed rock shall comply with the applicable sections of the Greenbook. Crushed rock shall be the same material as the pipe bedding. If rock is not used for the pipe bedding, 3/4 -inch crushed rock shall be used for the manhole. Crushed rock base material shall extend concrete manhole base. MANHOLE BASES foot beyond the outside edge of the Concrete used in pouring the manhole base shall be Class A concrete, Type II or Type V cement per in accordance with Section 201-1.2, Materials. CEMENT -MORTAR GROUT Grout for grade -ring joints between precast sections shall be composed of one part portland cement to two parts of clean well -graded sand of such size that all pass a No. 8 sieve. Cement, aggregate, and water for mortar shall conform to the applicable provisions of Section 201-5, Cement Mortar. EPDXY GROUT Epoxy grout shall be used in repairing manhole and manhole base surfaces. Epoxy grout shall be made with epoxy and sand. The sand shall be clean, bagged, graded, and kiln dried silica sand. The prepared grout shall wet the contact surface and provide proper adhesion, or a coat of epoxy shall be applied prior to placing the epoxy grout. The epoxy bonding compound shall be Concresive 1001 LPL, Adhesive Engineering Company, San Carlos, California; Sidadur Hi -Mod (Sikastix 370), Sika Chemical Corporation, Lyndhurst, New Jersey, or approved equal. The Contractor shall submit certifications as to the suitability of the product to meet job requirements with regard to surface, pot life, set time, vertical or horizontal application, and forming restrictions. PLASTIC JOINT SEALING COMPOUND Preformed, cold -applied, ready -to -use, plastic joint sealing compound for water- tight joints shall be Quick -Seal as supplied by Associated Concrete Products, Santa Ana, California, or approved equal, and shall be used on all manhole joints unless otherwise directed by the Engineer. PRECAST CONCRETE MANHOLES & BASES 03461-3 PART 3 - EXECUTION 3.1 WORK WITHIN EXISTING MANHOLES Any proposed work inside an existing manhole that is part of a wastewater system in service, shall not be undertaken until all the tests and safety provisions of Article 4, Section 1532 "Confined Spaces" State of California Construction Safety Orders have been made. 3.2 EXCAVATION Excavation for the precast concrete manhole shall be in accordance with the aDDlicable Drovisions of the Greenbook 3.3 MANHOLE BASE A. General: Manhole bases shall be poured in place against undisturbed soil with Class A concrete having 1 -inch maximum size aggregate and a slump of not greater than 4 -inches. The manhole base shall be poured as one monolithic pour. Specifications for ready -mixed concrete are set forth in the Greenbook. If soil conditions are not adequate as determined by the Engineer, a specified depth of over -excavation shall be required and the re -fill material shall be placed in accordance with the Greenbook prior to the placement of concrete. B. Manhole Stub Placement: The manhole stubs and sewer main shall be set before the concrete is placed and shall be rechecked for alignment and grade before the concrete has set. The various sized inlets and outlets to the manhole shall be constructed as shown in SSPWC Standard Plan 200-3 and OCSD Standard Drawing S-049, S-057, and S-056. C. Matching Pipe Crown Elevations: Invert elevations of connecting sewers may vary depending upon sizes. The crown elevation of all pipes shall be the same as the crown elevation of the largest pipe unless otherwise indicated on the plans. D. Channel Confiauration: The invert of the manhole base shall be formed so as to provide smooth channels conforming in size and shape to the lower portions of the inlet and outlet pipes. The channel shall vary uniformly in size and shape from inlet to outlet, and a shelf shall be constructed higher than the pipe as indicated on the drawings. The manhole base shall extend 12 - inches below the bottom of the lowest pipe. E. Transitions: All transitions shall be smooth and of the proper radius to give an uninterrupted transition of flow. F. Finishing: The concrete base shall be shaped with a wood float and shall receive a hard steel trowel finish before the concrete sets. G. Curing Time Before Further Construction: Unless approved otherwise PRECAST CONCRETE MANHOLES & BASES 03461-4 by the Engineer or OCSD, in advance, the bases shall set a minimum of 24 hours before the manhole construction is continued. 3.4 INSTALLING MANHOLES A. General: Manholes shall be constructed as shown on SSPWC Standard Plan 200-3 or OCSD Standard Drawing S-049. Manholes for larger diameter sewers shall be constructed as shown on the plans. B. Joints for Grade -Rings: Precast concrete manhole units shall be set in a bed of grout to make a watertight joint at least 1/2 -inch thick with the concrete base or with the preceding unit. Manhole sections shall be set perfectly plumb. Joints shall be pointed and trowelled and smoothed inside and outside of the manhole shaft joint. The excess grout shall be wiped off and removed. C. Finish Elevation of Manhole Covers: Precast sections shall be assembled so that the cover conforms to the elevation determined by the manhole location as follows, but limited to a maximum of 18 -inches of grade ring unless otherwise instructed by City Representative. Paved Area: Top of cover shall be flush with the paving surface. Un -paved Areas: Top of cover shall be flush with the existing surface where it is in the "traveled way" or shoulder and the concrete pad shall be 2 inches above the adjacent unpaved surface. D. Manhole Frame and Cover: The manhole frame shall be secured to the grade ring with grout and cement mortar. After the frames are securely set, the frames and the covers shall be cleaned and scraped free of foreign materials, and shall be ground or otherwise finished as needed so the cover fits in its frame without rocking. The manhole frame and cover shall be constructed per SSPWC Std Plan 211-2 or OCSD Standard Drawing S-055 at interim and final condition. E. Watertightness: It is the intent of these specifications that manholes and appurtenances be watertight and free from infiltration. Enough cold - applied, preformed, plastic joint sealing compound shall be applied such that the compressed material protrudes from the interior and exterior of each manhole joint. The excess material on the interior shall be trimmed flush. F. Where called for on the plans or supplemental or project technical specifications, manholes that are to be given a protective lining or coating shall be free of any seepage or surface moisture. The adequacy of manholes and appurtenances as to watertightness shall be determined by the City or OCSD Representative and shall be tested in accordance with the Greenbook or Owner's requirements. G. Stubs: Sewer pipe shall be furnished and installed in manholes at the locations shown and in conformance with the detail drawings and plans. All PRECAST CONCRETE MANHOLES & BASES 03461-5 stubs shall be plugged with stoppers as shown on the plans for various sizes of pipe. H. Bulkheads: Brick and mortar bulkheads shall be installed at the downstream end of all unused stub channels to prevent the creation of a septic condition resulting from ponding of sewage and debris in the unused channels, and until such time as the manhole stub is connected and normal sewage flow can occur. New Connections to Existing Manholes: New connections to existing manholes wherein stubs have not been provided shall be made by core drilling through the base, as directed by the City or OCSD Representative. Backfill: Backfill around the precast concrete manhole shall be imported sand, and shall be placed and compacted in accordance with the applicable provisions of the Greenbook. K. Concrete Collar: Class B concrete collar shall be cast around manhole frames that are flush with the surface. The collar shall be placed with each lift. 3.5 MANHOLE AND MANHOLE BASE REPAIRS Manhole sections and bases that exhibit defects in the concrete surface may be rejected for the reasons such as exposure of reinforcement, shattered concrete or cracks having a width of 0.01 inch or more throughout a continuous length of 1 foot or more. Defective concrete surfaces of manhole sections and bases not rejected shall be repaired by chipping away unsound or imperfect concrete. Edges shall be left sharp and square with the surface. Loose material and dust remaining after chipping shall be removed by means of an air jet. Epoxy grout shall be applied to the surface to be repaired in accordance with the manufacturer's instructions. The grout shall wet the contact surface and provide proper adhesion, or a coat of epoxy shall be applied prior to placing the epoxy grout. 3.6 MANHOLE COATINGS Where called for in the plans or supplemental specifications, manhole coatings shall be provided. The requirement for manhole coatings shall be in accordance with Section 09900, Painting and Coating, of these Special Provisions unless noted otherwise on the plans. END OF SECTION PRECAST CONCRETE MANHOLES & BASES 03461-6 SECTION 03462 PRECAST CONCRETE VAULTS PART 1 - GENERAL 1.1 DESCRIPTION This section describes the materials, manufacture, and installation of precast concrete vaults. 1.2 SUBMITTAL A. Shop drawings shall be submitted in accordance with the General Provisions and as specified herein. B. Submit manufacturer's catalog data on precast concrete vaults and meter boxes. Show dimensions and materials of construction by ASTM reference and grade. PART 2 - MATERIALS 2.1 PRECAST CONCRETE VAULT A. Manufacturers: Precast concrete vaults and covers shall be manufactured in a plant especially designed for that purpose and shall conform to the size, shape and dimensions indicated on the detailed plans. The ASTM standard and manufacturer shall be stamped on the interior and exterior of vault. Vaults and covers shall be Christy Concrete, Eisel Enterprises, Inc., J & R Concrete Products, Inc., Jensen Precast, Olson Precast, or approved equal. B. Design Loads: Design loads shall consist of dead load, live load, impact, and in addition, loads due to water table and any other loads which may be imposed upon the structure. Live loads shall be based on H-20 continuous loading per AASHTO standard specifications for highway bridges. Design wheel load shall be 16 kips. The live load shall be that which produces the maximum shear and bending moments in the structure. C. Concrete: Concrete for vaults and meter boxes units shall be Class A in accordance with Section 201-1.2, Materials. D. Sectional Vaults: Sectional precast concrete vaults may be used only where specified on the drawings. 2.2 VAULT FRAMES AND COVERS Unless noted otherwise, vault access hatches and frames shall be fabricated in PRECAST CONCRETE VAULTS 03462-1 accordance with the requirements of the applicable provisions of the Greenbook and as shown on the plans. 2.3 JOINT SEALING COMPOUND The joint sealing compound shall be permanently adhesive flexible plastic material complying with Federal Specification SS -S-00210 (GSA -FSS). Joint sealing compound shall be Quickseal by Associated Concrete Products. PART 3 - EXECUTION 3.1 EARTHWORK A. General: Excavation and backfill for precast concrete vaults and meter boxes shall be in accordance with applicable provisions of the Greenbook, and the requirements herein. Excavation limits shall be large enough to accommodate the structure and permit grouting of openings and backfilling operations. B. Sub -base: The bottom of the structure shall be placed on compacted, crushed rock sub -base, graded level and to the proper elevation as shown in the Standard Drawings or on the plans, and shall conform to the applicable specifications of the Greenbook. 3.2 VAULT INSTALLATION A. Vault Wall Openings: Openings or "knockouts" in precast concrete vaults shall be located as shown on the drawings and shall be sized sufficiently to permit passage of the largest dimension of pipe and/or coupling flange. Wall penetrations shall be as shown in the Standard Drawings. Upon completion of installation, all penetrations or openings in the vault walls that are less than 2 1/2 -inches in diameter shall be filled with non -shrink Class A concrete or mortar, using an epoxy for bonding concrete surfaces, as specified in the Greenbook and Section 03461, Precast Concrete Manholes and Bases, of these Special Provisions. Pipe or conduits shall be wrapped in "swell -stop" prior to the placement of non -shrink grout. B. Backfill: After the structure and all appurtenances are in place and approved, backfill shall be placed to the original ground line or to the limits designated on the plans. C. Watertightness: All joints between precast concrete vault sections shall be made watertight. The sealing compound shall be installed according to the manufacturer's recommendations to provide a watertight joint. Pipe and conduit penetrations shall also be watertight. D. Installed Elevation: Vaults shall be built up so that the cover is 0.1 foot above the surrounding surface, unless otherwise specified on the drawings. The Contractor is responsible for placing the cover at the proper elevation and PRECAST CONCRETE VAULTS 03462-2 slope where paving is to be installed, and shall make all necessary adjustments so that the cover meets these requirements. END OF SECTION PRECAST CONCRETE VAULTS 03462-3 SECTION 09900 PAINTING AND COATING PART 1 - GENERAL A. Description This section describes materials and application of painting and coating systems for submerged metal surfaces, exposed metal surfaces, buried metal surfaces, metal surfaces in contact with concrete, submerged concrete, exposed PVC and FRP pipe, and valves. Coating thicknesses specified herein are given as "dry -film thickness" in mils. Mil thicknesses specified are minimums. B. Related Work Specified Elsewhere Precast Manholes and Bases: 03461 C. Submittals (for Contracts between City and Contractor) 1. Shop drawings shall be submitted in accordance with the General Provisions and as specified herein. 2. Submit manufacturer's data sheets showing the following information: a. Recommended surface preparation. b. Minimum recommended dry -film thicknesses per coat for prime and finish coats. C. Percent solids by volume. d. Recommended thinners. e. Statement that the selected prime coat is recommended by the manufacturer for use with the selected finish coats. f. Application instructions including recommended application, equipment, humidity, and temperature limitations. 3. Submit certification that all coatings conform to South Coast Air Quality Management City Rules and Regulations for products and application. D. Pre -Submittal Meeting PAINTING AND COATING 09900-1 A pre -submittal meeting shall be conducted two weeks prior to the submittal of coating shop drawings, at the discretion of the City Representative. The meeting shall be attended by the painting and coating (sub) contractor. E. Air Quality Requirements Materials shall comply with South Coast Air Quality Management District's Rule 1107 for shop coating and Rule 1113 for field coating. F. Painting Systems All paints shall be delivered to the jobsite in the original, unopened containers. All materials of a specified painting system, including primer, and finish coats, shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the paint manufacturer for the particular coating system. PART 2 - MATERIALS A. Color System for Coatings and Coating System Summary Unless noted otherwise, colors for surfaces that are to be coated shall be defined as follows: Color Pantone ID Number (closest match in sunlight) Amershield Designation Brown PMS 1405 PMS 1405 Dark Blue 2766 C Newport Coast # 33 Factory Finish N/A No Color Coating Light Blue 2925 C 1159 Light Blue Medium Bronze N/A Medium Bronze Olive Light 451 C PMS 451 C Purple 512 C PMS 512 C Safety Green 348 U 1135 Safety Green Safety Orange 021 C OR -2 Safety Orange Safety Red 485 C 2X RO-1 Bright Red Safet Yellow U2X Safety Yellow The following table provides a summary of the coating systems and the various surfaces to be coated: PAINTING AND COATING 09900-2 B. Sipecialty Items Surfaces shall be coated as described below: Valve Can & Test Box Lids: Valve can and test box lids shall be coated per System No. C-2. 2. Buried Items: Buried flanges, nuts and bolts, flexible pipe couplings, exposed rebar from thrust blocks, and valve boxes shall be coated per System No. D-1 unless otherwise specified in the particular specifications for these items. Above Ground Structural Steel and Structural Steel in Vaults: Above ground structural steel or structural steel located in vaults and steel structures shall be coated as described in the exposed metal coating system sections. 4. Pipe Supports: All non -galvanized and non -stainless steel pipe supports in vaults shall be coated the same as the adjacent piping. If pipe is PVC, pipe supports shall be coated per System No. C-1. PAINTING AND COATING 09900-3 System No. Application Utility B-1 B-3 B-4 C-1 C-2 D-1 E-1 G-1 G-2 Submerged Metal Potable Submerged Metal Recycled X Submerged Raw Metal Water x Submerged Raw Metal Sewag x Concrete Sewer Manholes and Raw X Submerged Sewage Concrete Exposed Metal All X X Buried Metal All X Metal in Contact with All X Concrete Valves All X X B. Sipecialty Items Surfaces shall be coated as described below: Valve Can & Test Box Lids: Valve can and test box lids shall be coated per System No. C-2. 2. Buried Items: Buried flanges, nuts and bolts, flexible pipe couplings, exposed rebar from thrust blocks, and valve boxes shall be coated per System No. D-1 unless otherwise specified in the particular specifications for these items. Above Ground Structural Steel and Structural Steel in Vaults: Above ground structural steel or structural steel located in vaults and steel structures shall be coated as described in the exposed metal coating system sections. 4. Pipe Supports: All non -galvanized and non -stainless steel pipe supports in vaults shall be coated the same as the adjacent piping. If pipe is PVC, pipe supports shall be coated per System No. C-1. PAINTING AND COATING 09900-3 C. Exposed Indoor Galvanized Electrical Conduit: Exposed indoor galvanized electrical conduit shall only be coated when specified in the project technical specifications. When specified, coating System No. C-3 shall be used. 6. Mechanical Equipment: Mechanical equipment, such as motors, shall be coated as described in the exposed metal coating system sections. 7. Pumps: The interior and exterior of the pump discharge head, suction bell, or elbow and bowls, or volute shall be coated per System No. G-1 for pumps in wells, sewage lift stations, domestic water pump stations, and recycled water pump stations. Impellers for pumps at sewage lift stations shall be coated per System G-1. The pump column shall be coated as follows: a. Flanged Column — System No. G-1, interior and exterior b. Threaded Column — No coating is required Concrete Sewer Manholes: Concrete sewer manholes shall be coated with System No. B-4 if any of the following conditions exist. a. If any sewer line connecting to a manhole has a slope of 7 percent or greater. b. Wherever there is a change in slope, from steep to flat, of 5 percent or greater, the manhole at the grade change and the next manhole upstream shall be coated. C. All Drop -type "manholes", where specifically allowed. Refer to Standard Drawing No. S-2. d. All manholes at the terminus of sewer force mains. e. As specified in the City's's Procedural Guidelines and General Design Requirements. 9. Concrete Sewer Manholes Covers and Frames: Surface preparation for concrete sewer manhole covers and frames shall be in accordance with SSPC SP3. One coat of black Carboline 890 VOC or equivalent with a minimum total dry -film thickness of 5 mils shall be applied to the top surface of manhole covers and frames. Submeraed Metal and Concrete Coating Systems System No. B -1 --Submerged Metal, Recycled, and Raw Water a. Type: Two part low VOC epoxy -polyimide. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 20 mils. b. Service Conditions: Shall be used on metal structures, pipes, or equipment including, but not limited to tanks, clarifier mechanisms, PAINTING AND COATING 09900-4 scum troughs, slide gates and other miscellaneous metal exposed to recycled water or raw water. C. Surface Preparation: SSPC SP -10 d. Prime Coat: Apply to a dry -film thickness of 8 mils. Approved manufacturers for prime coat include: i. PPG Ameron Amerlock 2 VOC or 400 VOC; ii. Carboline Carboguard 890 VOC; iii. Tnemec Series L69 Hi -build Epoxoline II; iv. International/Devoe 233H; or V. Approved Equal. e. Finish Coats: Apply two coats, each with a 6 mil dry -film thickness to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. 2. System No. B -3 --Submerged Metal, Raw Sewage a. Type: 100% solids epoxy for metal surfaces. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 40 mils. b. Service Conditions: Shall be used on metal structures or pipes exposed to raw sewage. C. Surface Preparation: Surface preparation shall be SSPC SP -10 for steel surfaces. Surface preparation shall be NAPF 500-03-05 Clean No. 2 for ductile iron or cast iron surfaces. d. Prime Coat: Apply to a dry -film thickness of 5 mils. Approved manufacturers include: i. Tnemec Series 435 Perma-Glaze; ii. International Enviroline 224; iii. Sherwin Williams Fast Clad ER; iv. Carboline Plasite 4550; or V. Approved Equal. e. Finish Coat: Apply one coat with a 35 mil dry -film thickness, to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. System No. B-4 - Manholes and Submerged Concrete, Raw Sewage a. Type: 100% solids polyurethane system for concrete surfaces. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film PAINTING AND COATING 09900-5 thickness of this system shall be 125 mils. b. Service Conditions: Shall be used on concrete structures or pipes exposed to raw sewage including, but not limited to, junction structures, wet wells, manholes, and sumps. C. Surface Preparation: Surface preparation shall be SSPC SP -13 for concrete surfaces. If the coating terminates mid -wall, the Contractor shall sawcut a termination strip 1/4 -inch deep and 1/4 -inch wide. Newly placed concrete shall cure for a minimum of 28 days before preparing the surface for coating. d. Prime Coat: Apply to a dry -film thickness of 2 mils. Approved manufacturers include: i. Zebron epoxy primer; ii. Sancon 100 epoxy primer; or iii. Approved Equal. e. Finish Coat: Apply one coat to achieve the total dry -film thickness. Approved manufacturers include: i. Zebron Polyurethane System; ii. Sancon 100 Polyurethane; or Approved Equal. D. Exposed Metal Coating Systems System No. C -1 --Exposed Metal, Severely Corrosive Environment a. Type: Low VOC Inorganic zinc prime coat with low VOC epoxy- polyamide finish coat. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 12 mils. b. Service Conditions: Shall be used on metal surfaces including, but not limited to, structures, piping, fittings, pumps, and appurtenances subjected to continuous water condensation, occasional immersion, or splashing. Below grade vaults shall be considered as severely corrosive environments. C. Surface Preparation: Surface preparation shall be SSPC SP -10 for steel surfaces. Surface preparation shall be NAPF 500-03- 05 Clean No. 2 for ductile iron or cast iron surfaces. Prime Coat: Apply to a dry -film thickness of 3 mils. For ductile iron surfaces, the ductile iron shall have an asphaltic free surface with a factory applied prime coat the same as the finish coat. For all other surfaces, a two -component inorganic zinc rich primer shall be used with a minimum zinc content of 14 pounds per gallon. PAINTING AND COATING 09900-6 Approved zinc primer manufacturers include: i. Ameron Amercoat 68HS VOC; ii. Tnemec Series 94 -H2O Hydro -zinc; International/Devoe Cathacoat 302V; iv. Sherwin Williams Zinc Clad XI; V. Carboline Carbozinc 11; or Vi. Approved Equal. d. Finish Coats: Apply two coats, each with a 4 to 5 mil dry -film thickness, to achieve the total dry -film thickness. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series L69 Hi -build Epoxoline II; iii. International/Devoe Devran 224HS VOC; iv. Sherwin Williams Macropoxy 646-100; V. Carboline Carboguard 890 VOC; or Vt. Approved Equal. 2. System No. C -2 --Exposed Metal, Atmospheric Weathering Environment a. Type: Low VOC Aliphatic Polyurethane with low VOC epoxy- polyamide or amido-amine epoxy primer. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 8 mils. b. Service Conditions: Shall be used on metal surfaces including, but not limited to, structures, piping, fittings, pumps, and appurtenances subjected to atmospheric elements and weathering. c. Surface Preparation: Surface preparation shall be SSPC SP -6 for steel surfaces. Surface preparation shall be NAPF 500-03-05 Clean No. 2 for ductile iron or cast iron surfaces. Surface preparation shall be SSPC SP -1 for galvanized surfaces and shall be brush blasted or acid etched surface prior to application of prime coat. d. Prime Coat: Apply one or two coats to a dry -film thickness of 5 mils. For ductile iron surfaces, the ductile iron shall have an asphaltic free surface with a factory applied prime coat the same as the finish coat. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series 135 Chembuild with low VOC thinner or L69 Epoxyline; iii. International/Devoe BarRust 231; iv. Sherwin Williams Macropoxy 646-100; V. Carboline Carboguard 890 VOC; or PAINTING AND COATING 09900-7 V1. Approved Equal. e. Finish Coat: Apply one coat to a dry -film thickness of 3 mils to achieve the total dry -film thickness. Approved manufacturers include: i. Ameron Amershield VOC; ii. Tnemec Series 1095 Endura -shield; iii. International/Devoe Devthane 379; iv. Sherwin Williams Hi -Solids Polyurethane 100; V. Carboline Carboguard 134 MC; or Vi. Approved Equal. E. Buried Metal Coating Systems System No. D -1 --Buried Metal a. Type: Low VOC epoxy coating. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 24 mils. b. Service Conditions: Shall be used to coat buried metal including, but not limited to, valves, flanges, bolts and nuts, fittings, flexible pipe couplings, and structural steel. C. Surface Preparation: SSPC SP -10 d. Prime Coat: Apply to a dry -film thickness of 8 mils. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series L69F; iii. International/Devoe Bar -Rust 231; iv. Carboline Carboguard 890 VOC; or V. Approved Equal. e. Finish Coats: Apply two coats, each with an 8 mil dry -film thickness, to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. F. Coating System for Metal in Contact with Concrete No. E -1 --Aluminum and Galvanized Surface in Concrete a. Type: Low VOC epoxy coating. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 15 mils. PAINTING AND COATING 09900-8 b. Service Conditions: Shall be used to coat areas including, but not limited to, gates, stairs, or structural members in contact with concrete. C. Surface Preparation: Apply synthetic resin wash primer (phosphoric acid or vinyl butyral acid) to surface. Surface preparation shall comply with SSPC SP -1. d. Prime Coat: Apply to a dry -film thickness of 5 mils. Approved manufacturers include: i. Ameron Amerlock 2 VOC or 400 VOC; ii. Tnemec Series L69F; iii. International/Devoe Bar -Rust 231; iv. Carboline Carboguard 890 VOC; or V. Approved Equal. e. Finish Coats: Apply two coats, each with a 5 mil dry -film thickness, to achieve the total dry -film thickness. The coating shall be the same material as the prime coat. G. Valve Coatina System m No. G-1 -- Surface of Ferrous -Metal Valves a. Type: Thermosetting powdered epoxy coating. b. Service Conditions: Shall be used to coat interior surfaces of ferrous metal valves, excluding seating areas and bronze and stainless steel pieces. C. Surface Preparation: Protuberances which may produce pinholes in the coating shall be removed. Sharp edges shall be rounded. Surface contaminants which may prevent bonding of the coating shall be removed. Surface preparation shall comply with SSPC SP - 5. d. Coating: Apply to a total dry -film thickness of 12 mils in accordance with manufacturer's recommendation. Approved manufacturers include: i. 3M Scotchkote 134; or ii. Approved Equal. 2. System No. G-2 -- Surfaces of Ferrous -Metal Valves (Alternative) a. General: This is an alternative to System No. G-1 when specified in the technical specifications. PAINTING AND COATING 09900-9 b. Type: Two part low VOC epoxy-polyamide coating. A total dry -film consisting of the combined thickness of both a prime coat and finish coat is described herein. The total dry -film thickness of this system shall be 15 mils. C. Service Conditions: Shall be used to coat interior surfaces of ferrous metal valves, excluding seating areas and bronze and stainless steel pieces. d. Surface Preparation: Protuberances which may produce pinholes in the coating shall be removed. Sharp edges shall be rounded. Surface contaminants which may prevent bonding of the coating shall be removed. Surface preparation shall comply with SSPC SP -10. e. Prime Coat: Apply to a dry -film thickness of 5 mils in accordance with manufacturer's recommendation. Approved manufacturers include: i. Tnemec Series L140F Pota Pox; ii. Sherwin Williams Macropoxy 646-100PW; Ameron Amerlock 2 VOC or 400 VOC; iv. International/Devoe 233H; or V. Approved Equal. f. Finish Coats: Apply two coats, each with a 5 mil dry -film thickness, to achieve the total dry -film thickness. The coating material shall be the same material as the prime coat. PART 3- EXECUTION A. General Quality assurance procedures and practices shall be utilized to monitor all phases of surface preparation, application, and inspection throughout the duration of the project. Procedures or practices not specifically defined herein may be utilized provided they meet recognized and acceptable professional standards and are approved by the Engineer. Work accomplished in the absence of prescribed inspection may be required to be removed and replaced under the proper inspection, and the entire cost of removal and replacement, including the cost of all materials which may be furnished by the City and used in the work thus removed, shall be borne by the Contractor, regardless of whether the work removed is found to be defective or not. Work covered up without the authority of the City, shall, upon order of the Engineer, be uncovered to the extent required, and the Contractor shall similarly bear the entire cost of accomplishing all the work and furnishing all the PAINTING AND COATING 09900-10 materials necessary for the removal of the covering and its subsequent replacement, as directed and approved by the Engineer. 2. The Engineer will make, or have made, such tests as it deems necessary to assure the work is being accomplished in accordance with the requirements of the Contract Documents. Unless otherwise specified, the cost of such testing will be borne by the City. In the event such tests reveal non-compliance with the requirements of the Contract Documents, the Contractor shall bear the cost of such corrective measures deemed necessary by the Engineer, as well as the cost of subsequent retesting and re -inspection. Tests shall not constitute an acceptance of any portion of the work, nor relieve the Contractor from compliance with the terms of the Contract Documents. Application: No coating shall be applied under the following conditions: a. When the surrounding air temperature or the temperature of the surface to be coated or painted is below 55 IF for epoxy coatings, below 45 IF for epoxy low temperature cure coatings, or above 125 IF for all materials; b. To wet or damp surfaces or in rain, snow, fog or mist; C. When the air temperature is less than 5 IF above the dewpoint; d. When it is expected the air temperature will drop below 55 IF for epoxy coating; or 45 IF. for epoxy low temperature cure coatings or less than 5 OF above the dewpoint within two hours after application of coatings or paints. Dewpoint shall be measured by use of an instrument such as a Sling Psychrometer manual or electronic in conjunction with U.S. Department of Commerce Weather Bureau Psychrometric Tables or equivalent. If dehumidification is used, equipment must run continuously during all phases of the contract, except disinfection phase. If above conditions are prevalent, coating application shall be delayed or postponed until conditions are favorable. The day's application shall be completed in time to permit the film sufficient drying time prior to damage by atmospheric conditions. 4. Overspray and Dust Control: The Contractor shall conduct all operations so as to confine abrasive blasting debris and coating and paint overspray to within the bounds of the site. The Contractor shall take all precautions necessary to prevent adverse off-site consequences of application operations. Any complaints received by the City relating to any such potential off-site problems will be immediately delivered to the Contractor. The Contractor shall immediately halt blast cleaning or application work and shall take whatever corrective action is required to mitigate any such problems. All costs associated with protection of off-site properties and/or PAINTING AND COATING 09900-11 correction of damage to property as a result of blast cleaning or application operations shall be borne directly by the Contractor at no additional expense to the City. Inspection Devices: Contractor shall furnish, until final acceptance of coatings and paints, inspection devices in good working condition for detection of holidays and measurement of dry -film and wet -film thickness. Contractor shall also furnish U.S. Department of Commerce, National Bureau of Standards certified thickness calibration plates to test accuracy of thickness gauges. Dry film thickness gauges and holiday detectors shall be available at all times until final acceptance of application. Inspection devices shall be operated by, or in the presence of the City's Representative with location and frequency basis determined by the Engineer. The City is not precluded from furnishing their own inspection devices and rendering decisions based solely upon their tests. All surface preparation, coating and paint application shall conform to applicable standards of the Society for Protective Coating, the City and the manufacturer's printed instructions. Material applied prior to approval of the surface, by the City's Representative, shall be removed and reapplied to the satisfaction of the Engineer at the expense of the Contractor. 6. All work shall be accomplished by skilled craftsmen qualified to accomplish the required work in a manner comparable with the best standards of practice. Resumes of personnel to be used on the project shall be made available upon request. Continuity of personnel shall be maintained and transfers of key personnel shall be coordinated with the Engineer. 7. The Contractor shall provide a supervisor to be at the work site during cleaning and application operations. The supervisor shall have the authority to sign change orders, coordinate work and make other decisions pertaining to the fulfillment of the Contract Documents. The Contractor's equipment shall be designed for application of materials specified and shall be maintained in first class working condition. Compressors shall have suitable traps and filters to remove water and oils from the air. Blotter test shall be accomplished at each start-up period and as deemed necessary by the Engineer. Contractor's equipment shall be subject to approval of the Engineer. This approval does not relieve the Contractor's responsibility for the safe operation of the equipment or its performance. a. Cleanliness of compressed air supply shall be verified daily, and as deemed necessary by the Engineer, by directing a stream of air, without abrasive, from the blast nozzle onto a white blotter or cloth for twenty seconds. If oil or water appears on the blotter or cloth, all traps and separators shall be blown down until two subsequent twenty-second tests show no further oil or water. PAINTING AND COATING 09900-12 PIP 9. Because of presence of moisture and possible contaminants in the atmosphere, care shall be taken to ensure previously coated or painted surfaces are protected or re -cleaned prior to application of subsequent coat(s). Methods of protection and re -cleaning shall be approved by the Engineer. a. The project is subject to intermittent shutdown if, in the opinion of the Engineer, cleaning and application operations are creating a localized condition detrimental to ongoing facility activities, personnel or adjacent property. b. In the event of emergency shutdown by the Engineer, Contractor shall immediately correct deficiencies. All additional costs created by shutdown shall be borne by Contractor. Surface Preparation General: Sandblast or prepare only as much surface area as can be coated in one day. All sharp edges, burrs, and weld spatter shall be removed. Epoxy -coated pipe that has been factory coated shall not be sandblasted. 2. SSPC Specifications: Wherever the words "solvent cleaning", "hand tool cleaning", "wire brushing", "blast cleaning", or similar words are used in these specifications or in paint manufacturer's specifications, they shall be understood to refer to the applicable SSPC (Society for Protective Coatings, Surfaces Preparation Specifications, ANSI A159.1) specifications listed below: SP -1 Solvent Cleaning SP -2 Hand Tool Cleaning SP -3 Power Tool Cleaning SP -5 White Metal Blast Cleaning SP -6 Commercial Blast Cleaning SP -7 Brush -Off Blast Cleaning SP -8 Pickling SP -10 Near White Blast Cleaning The Contractor shall provide suitable enclosure, exhaust system, and bag house for sandblasting operations to prevent violations of applicable air quality requirements. 4. Surface preparation shall be based upon comparison with: "Pictorial Surface Preparation Standards for Painting Steel Surfaces", SSPC-Vis 1, ASTM Designation D2200, NACE Standard TM -01-70. Anchor profile for prepared surfaces shall be measured by using a non- destructive instrument such as a K -T Surface Profile Comparator or Testex Press -O -Film System. Temperature and dewpoint requirements shall apply to all surface preparation operations. PAINTING AND COATING 09900-13 Dust, dirt, oil, grease or any foreign matter which will affect the adhesion or durability of the finish must be removed by washing with clean rags dipped in an approved commercial cleaning solution, rinsed with clean water and wiped dry with clean rags. Abrasive blasting nozzles shall be equipped with "deadman" emergency shut-off nozzles. Blast nozzle pressure shall be a minimum of 95 psi and shall be verified by using an approved nozzle pressure gage at each start-up period or as directed by the Engineer. Number of nozzles used during all blast cleaning operations must be sufficient to ensure timely completion of project, subject to designation and approval by the Engineer. 6. All blast hose connections shall be tethered and secured to prevent separation during blast cleaning operations, and shall be taped with duct tape prior to pressurizing. All taped connections shall be visually inspected for leaks within five minutes after start of blast cleaning operations and at the end of blast cleaning operations. Leaking connections shall be immediately repaired to prevent further damage. 7. Particle size of abrasives used in blast cleaning shall be that which will produce a 2 mil surface profile or in accordance with recommendations of the manufacturer of the specified coating system to be applied, subject to approval of the Engineer. 8. Abrasive used in blast cleaning operations shall be new, washed, graded and free of contaminants which would interfere with adhesion of coatings and shall not be reused unless specifically approved by the Engineer. Abrasives shall be certified for unconfined dry blasting pursuant to the California Administrative Code, Section 92520 of Subchapter 6, Title 17, and shall appear on the current listing of approved abrasives. Invoices or load sheets confirming above shall be submitted to the Engineer upon request. 9. During blast cleaning operations, caution shall be exercised to ensure existing coatings and paint are not exposed to abrasion from blast cleaning. 10. Blast cleaning from rolling scaffolds shall only be accomplished within confines of interior perimeter of scaffold. Reaching beyond limits of perimeter will be allowed only if blast nozzle is maintained in a position which will produce a profile acceptable to the Engineer. 11. The Contractor shall keep the area of his work in a clean condition and shall not permit blasting materials to accumulate as to constitute a nuisance or hazard to the prosecution of the work or the operation of the existing facilities. Spent abrasives and other debris shall be removed at the Contractor's expense as directed by the Engineer. 12. Blast cleaned and coated/painted surfaces shall be cleaned prior to application of specified coatings/paints via a combination of blowing with clean dry air, brush ing/brooming and/or vacuuming as directed by PAINTING AND COATING 09900-14 the Engineer. Air hose for blowing shall be at least 1/2 -inch in diameter and shall be equipped with a shut-off device. Tests on surfaces of abrasively blast cleaned steel shall be accomplished to detect oil and other contaminants which might be deposited on surfaces. This will include chemical tests or ultraviolet (black light) tests, as required. C. Application Multiple -component coatings shall be prepared using all the contents of each component container as packaged by the paint manufacturer. Partial batches shall not be used. Multiple -component coatings that have been mixed beyond their pot life shall not be used. Small quantity kits for touch- up painting and for painting other small areas shall be provided. Only the components specified and furnished by the paint manufacturer shall be mixed. For reasons of color or otherwise, additional components shall not be intermixed even within the same generic type of coating. 2. Application of the first coat shall follow immediately after surface preparation and cleaning within an eight hour working day. Any cleaned areas not receiving first coat within an eight hour period shall be re- cleaned prior to application of first coat. Coating and paint application shall conform to the requirements of the Society for Protective Coating Paint Application Specification SSPC-PA1, latest revision, for "Shop, Field and Maintenance Painting," the Engineer, the manufacturer of the coating and paint materials printed literature and as specified herein. 4. All coating components shall be mixed in exact proportions specified by the manufacturer. Care shall be exercised to ensure all material is removed from containers during mixing and metering operations. All coatings shall be thoroughly mixed, utilizing an approved slow - speed power mixer until all components are thoroughly combined and are of a smooth consistency. 6. Thinning shall only be permitted as recommended by the manufacturer and approved by the Engineer and shall not exceed limits set by applicable regulatory agencies. a. If the Contractor applies any materials which have been modified or thinned to such a degree as to cause them to exceed established VOC levels, the Contractor shall be responsible for any fines, costs, remedies, or legal action and costs that may result. 7. Each application of coating or paint shall be applied evenly, free of brush marks, sags, runs and no evidence of poor workmanship. Care should be exercised to avoid lapping on glass or hardware. Coatings and paints shall be sharply cut to lines. Finished surfaces shall be free from defects or blemishes. PAINTING AND COATING 09900-15 Protective coverings or drop cloths shall be used to protect floors, fixtures, equipment, prepared surface and applied coatings or paints. Care shall be exercised to prevent coating or paint from being spattered onto surfaces which are not to be coated or painted. Surfaces from which such material cannot be removed satisfactorily shall be refinished as required to produce a finish satisfactory to the Engineer. 9. All welds and irregular surfaces specified by the Engineer shall receive a brush coat of the specified product prior to application of each complete coat. Coating shall be brushed in multiple directions to ensure penetration and coverage, as directed by the Engineer. Care shall be exercised to ensure dry film thickness of coatings and paints do not exceed the maximum thickness allowed by the manufacturer of the specific product being applied. 10. At conclusion of each day's blast cleaning and coating operations, a 6 - inch wide strip of blast cleaned substrate shall remain uncoated to facilitate locating point of origin for successive day's blast cleaning operations. 11. Epoxy coated surfaces or other multi-component materials exposed to excessive sunlight or an excessive time element beyond manufacturer's recommended recoat cycle, shall be scarified by Brush -Off Blast Cleaning (SSPC SP -7) or methods approved by Engineer, prior to application of additional coating or paint. Scarified coating or paint shall have sufficient depth to assure a mechanical bond of subsequent coat. 12. When two or more coats are specified, where possible, each coat shall contain sufficient approved color additive to act as an indicator of coverage or the coats must be of contrasting color. 13. Care shall be exercised during spray operations to hold the spray nozzle perpendicular and sufficiently close to surfaces being coated, to avoid excessive evaporation of volatile constituents and loss of material into the air or the bridging of cracks and crevices. Reaching beyond limits of scaffold perimeter shall not be permitted. All overspray identified by the Engineer shall be removed by hand or pole sanding prior to application of subsequent coat. D. Surfaces Not To Be Painted Unless noted otherwise, the following surfaces shall not be painted and shall be fully protected when adjacent areas are painted. Mortar -coated pipe and fittings 2. Stainless Steel surfaces (excluding stainless steel bolts, nuts, and PAINTING AND COATING 09900-16 washers which shall be painted) Aluminum guardrails and handrails 4. Galvanized pipe supports and ladders Nameplates and grease fittings 6. Aluminum grating 7. Brass and copper pipe E. Protection of Surfaces Not To Be Painted Hardware, lighting fixtures, switch plates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted shall be removed, masked, or otherwise protected. Drop cloths shall be provided to prevent paint materials from falling on or marring adjacent surfaces. Working parts of mechanical and electrical equipment shall be protected from damage during surface preparation and painting process. Openings in motors shall be safely masked to prevent paint and other materials from entering the motors. All masking materials shall be completely removed and surfaces cleaned at completion of painting operations. F. Color Schedule Definitions - At Grade: Facilities that are flush with streets, sidewalks, parking lots, green belts or graded areas. This also includes pipelines and other facilities that are protruding through and are located above finished grade, out of doors and not enclosed by a shelter, cover, vault or housing. Enclosed: Pipeline and other facilities that are located above or below grade and are enclosed within a shelter, covers, or vaults. N/A: Not Applicable. I.D. Mark: System identification marker as described herein. The I.D. Mark shall identify the system of which the facility is a part. 2. Color Guidelines: Unless noted otherwise, surfaces that are to be coated and that require a color designation for any of the following uses, shall be coated to match the colors listed below. Final color selection shall be determined by City Representative. Raw Water System: Facility Enclosed At Grade Airvac Assemblies Light Blue Olive Light MD. Mark PAINTING AND COATING 09900-17 Airvac Covers (metallic only) N/A Olive Light MD. Mark Electric Motors Olive Light Olive Light Electrical Enclosures Factory Finish Olive Light or Factory Finish Hydrants N/A Light Blue Piping Olive Light MD. Mark Olive Light MD. Mark Pressure Vessels Olive Light w/I.D. Mark Olive Light MD. Mark Pump & Pump Bases Olive Light Olive Light Valves (all types) Olive Light Olive Light Valve Can Lids N/A Light blue 4. Identification (I.D.) Mark: Certain facilities listed above to be coated shall have an identification system applied by the Contractor at the Engineer's direction. Vault hatches (coated or uncoated) shall be identified with the Owner's initials and the system the facility serves (recycled water, raw water, potable water, sewer). The identification mark shall be able to stand up to traffic and not pose a tripping hazard. Other facilities listed above that are to be coated and/or provided with an I.D. mark shall receive an Owner supplied identification decal that consists of the Owner's logo, phone number, system identification color, and the system the facility serves. G. Field Touch Ur) of Shop-Armlied Prime Coats Organic Zinc Primer: Surfaces that are shop primed with inorganic zinc primers shall receive surface preparation and a field touchup of organic zinc primer to cover all scratches or abraded areas. Organic zinc primer system shall have a minimum volume solids of 70%. Finish coats shall be in accordance with System No. C-1. Organic zinc primer shall be manufactured by the prime coat and finish coat manufacturer. 2. Other Surfaces: Other surfaces that are shop primed shall receive surface preparation and a field touchup of the same primer used in the original prime coat. H. Dry -Film & Wet -Film Thickness Testina Coating Thickness Testing: Coating thickness specified herein is "dry - film thickness" in mils. Mil thicknesses specified are minimums. Coating thickness specified for steel surfaces shall be measured with a magnetic -type dry -film thickness gage. Dry -film thickness gage shall be provided as manufactured by Elcometer, Mikrotest, Positector, Quanix, or approved equal. For System No. B-4 only, wet -film thickness testing may be used. Wet -film thickness gage shall be provided as manufactured by Tinker and Rasor or approved equal. Coating thickness specified herein is "wet -film thickness" PAINTING AND COATING 09900-18 in mils. Mil thicknesses specified are minimums. Each coat shall be checked for the correct dry -film thickness. Measurement shall not be made until a minimum of eight hours after application of the coating. Non- magnetic surfaces shall be checked for coating thickness by micrometer measurement of cut and removed coupons. Contractor shall repair coating at all locations where coupons are removed. 2. Holiday Testing: The finish coat (except zinc primer and galvanizing) shall be tested for holidays and discontinuities using only the specified high voltage instrument, with a wire brush electrode, at a minimum of 100 volts per mil in accordance with AWWA Standard C203, latest revision. Detector shall be provided as manufactured by Tinker and Rasor, Models AP and AP -W holiday detectors. Repair: If a surface has an improper finish color, insufficient film thickness, or holidays, the surface shall be cleaned and top -coated with the specified paint material to obtain the specified color and coverage. Visible areas of chipped, peeled, or abraded paint shall be hand or power -sanded, feathering the edges. The areas shall then be primed and finish coated in accordance with the specifications. Work shall be free of runs, bridges, shiners, laps, or other imperfections. 4.1 PAYMENT Full compensation for conforming to the requirements of PAINTING AND COATING shall include furnishing all labor, tools, equipment, materials, and incidentals necessary for accomplishing the work complete, and in place and shall be considered as included in the various applicable CONTRACT unit prices, and no additional compensation will be allowed therefor. Payment will be made under: ITEM DESCRIPTION PAY UNIT 17 Core Drilled Stub for Modified Drop Manhole Connection (Old Newport Blvd Diversion) EA END OF SECTION PAINTING AND COATING 09900-19 SECTION 15100 MANUAL VALVES PART 1 - GENERAL 1.1 DESCRIPTION This section describes materials, testing, and installation of manually operated valves and check valves. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Painting and Coating: 09900 1.3 SUBMITTALS A. Submit shop drawings in accordance with the General Provisions and as specified herein. B. Submit manufacturer's catalog data and detail construction sheets showing all valve parts and describing material of construction by material and specification (such as AISI, ASTM, SAE, or CDA) C. Show valve dimensions including laying lengths. Show dimensions and orientation of valve operators, as installed on the valves. D. Show valve linings and coatings. PART 2 - MATERIALS 2.1 GENERAL Valves shall be provided complete with operating hand -wheels, levers, chain - wheels, extension stems, floor stands, worm gear actuators, operating nuts, chains, and wrenches as required for operation. Valves shall have the name of the manufacturer and the size of the valve cast or molded onto the valve body or bonnet or shown on a permanently attached corrosion -resistant plate. 2.2 LUBRICATED PLUG VALVES 3 -INCH THROUGH 20 -INCH Lubricated plug valves of sizes 3 -inch through 20 -inch shall have cast iron (ASTM A-126, Class B) bodies and plugs. Valves shall be of the regular pattern with bolted glands and resilient packing. Plug coating shall be Teflon, permanently bonded to the plug. Unless noted otherwise on the drawings, valve ends shall be flanged, with face-to-face dimensions conforming to ANSI B-16.1, MANUAL VALVES 15100-1 Class 125. Valve shall have a pressure rating of 200 -psi. Valves shall be enclosed worm gear operated and watertight for submerged service. Valves shall be lubricated with the manufacturer's recommended lubricant for Cold- water service. External valve trim and all exposed threaded components shall be corrosion resistant alloys of stainless steel, Type 316L. Valves shall be Val - Matic 100% Port Flanged Cam -Centric Plug Valve with Direct Nut (Model No. 5803RN) or approved equal. 2.3 CHECK VALVES 3 -INCH AND LARGER Swing Check Valves: Swing check valves shall conform to AWWAC-508, and shall be iron body, mounted with the following materials of construction: Component Material Specification Disc Ductile Iron ASTM A-536, Grade 65-45-12 Body and Cap Ductile Iron ASTM A-536, Grade 65-45-12 Hinge or Arm Cast Iron ASTM A-126, Class B Hinge Pin Stainless Steel ASTM A-276, Type 303, 304 Cover Bolts & Nuts Stainless Steel ASTM A-193, Grade BW ASTM A-194 Ends shall be flanged, Class 125, ANSI B-16.1. Valves shall be designed for a minimum working pressure of 150 psi. Except for the Val -Matic Surge Buster, valves shall be equipped with outside lever and spring. Valves shall be Val - Matic Swing -Flex with Backflow Actuator (Model No. 503A) or approved equal. 2.4 VALVE ACTUATORS A. General Requirements for Gear Actuators: 1. Gear actuators shall be enclosed, suitable for operating in grease with seals provided on shafts to prevent entry of dirt and water into the actuator. External trim and all threaded parts of the actuator shall be Type 316 stainless steel material. 2. Gear actuators shall be of the totally enclosed design, proportioned to permit operation of the valve under full operating head in either direction, with a maximum pull of 80 pounds on the hand wheel or with a maximum input of 150 ft -lbs applied to the AWWA wrench nut. Design and torque capacity shall consider flow and shut-off in "BOTH" directions. 3. Actuators shall be provided with "open" and "closed" position stop limiting devices. Actuators shall be of the self-locking type to prevent the valve disc or plug from creeping. B. Standard Opening Direction: Valve actuators, handwheels, or levers shall open by turning counterclockwise. (Commonly stated as, "open -left — MANUAL VALVES 15100-2 close -right".) C. AWWA wrench nut: Valves for buried and submerged applications shall be provided with a 2 -inch square AWWA wrench nut. The wrench nut shall have an arrow cast thereon, indicating the direction of opening. The wrench nut shall be suitably fastened to the actuator input shaft. If the shaft is smooth, the wrench nut shall be fastened to the input shaft by means of a 5/16 -inch diameter stainless steel pin passing entirely through the shaft and the wrench nut. If the shaft is splined, the wrench nut shall be formed to fit the splined shaft: The actuator shall be designed to produce the specified torque with a maximum input of 150 ft -lbs applied to the wrench nut (at the maximum rated pressure and a velocity of 16 cfs.) D. Handwheels: Valves for aboveground applications shall be provided with a handwheel with a minimum diameter of 12 -inches. The handwheel shall have an arrow thereon, indicating the direction of the opening. The handwheel shall be suitably fastened to the actuator input shaft. Actuators equipped with handwheels shall be designed to produce the specified torque with a maximum pull of 80 pounds of the handwheel rim. E. Position Indicators: Valve position indicators shall be provided for all above ground valves. Submerged and buried valves shall have a water tight seal plate in place of the valve position indictor. No rotating part indicating position shall be allowed for valves intended for buried service. F. Actuators for Valves 3 -inch and Larger Ball and Plug Valves Ball and plug valves 3 -inch and larger shall have actuators of the "worm gear type" G. Requirements for Worm Gear Actuators Worm gears shall be of the "self-locking" one-piece design of gear bronze material (ASTM B-427), accurately machine cut. 2. The worm shall be hardened alloy steel (ASTM A-322, Grade G 41500; or ASTM A-148, Grade 105-85), with threads ground and polished. The reduction gearing shall run in a proper lubricant inside a ductile iron housing. 3. All exposed (at the exterior of the actuator) threaded parts, including cap screws, case bolts, carriage bolts, cover screws, machine screws, set screws, bonnet bolts on the housing or any other exterior location on the actuator, its cover or housing shall be Type 316 stainless steel. 4. Actuator components shall be designed to withstand a pull of 200 pounds for handwheel or chain wheel actuators between the input and stop limiting devices without damage, and an input torque of 300 -foot-pounds for operating nuts when operating against the MANUAL VALVES 15100-3 stops. Gear actuators shall be able to rotate the valve element (disc, plug, or ball) from the fully "closed" position to the fully "open" position with a number of turns of the actuator nut or wheel, not fewer than one -and -a -half (1.5) times the number of diameter inches and not more than three (3) times the number of diameter inches. Where the number of turns may fall outside of the range for turn limits, the use of a factory attached spur gear reducer shall be used to provide the appropriate number of rotations from the fully "open" to the fully "closed" position. Spur gear assemblies shall be mounted integrally to the actuator by approved means and shall meet all of the other component and torque requirements listed herein. Actuators shall be Auma GS Series, EIM Model WB Series, or Limitorque Model HBC or PT Series. 2.5 BOLTS, NUTS, WASHERS, AND GASKETS FOR FLANGED VALVES Bolts, nuts, washers and gaskets for flanged end valves shall be as described in the individual piping specifications. 2.6 PAINTING AND COATING FOR VALVES AND EXTENTIONS A. Exterior Coating: Metal valves (except bronze and stainless steel valves) shall be coated in accordance with Section 09900, Painting and Coating, System No. C-1 or System No. G-1 to at total dry film thickness of 12 mils and shall be holiday free: The specified prime coat shall be applied at the place of manufacture. 2. Finish coat shall match the color of the adjacent piping. 3. Hand wheels shall receive the same coating as the valves. 4. Exposed portions of the valve shaft shall not be coated. B. Interior Coating: Metal valves shall be coated on the interior metal parts, excluding seating areas and bronze and stainless steel pieces, per Section 09900, Painting and Coating, System No. G-1: Coating shall be factory applied by the valve manufacturer. 2. Valve coatings will be field spark tested and shall be holiday -free. PART 3 - EXECUTION 3.1 JOINTS A. Flanged Joints: Bolt holes of flanged valves shall straddle the horizontal and vertical centerlines of the pipe run to which the valves are attached. Flanges shall be cleaned by wire brushing before installing flanged valves. Flange bolts and nuts shall be cleaned by wire brushing, threads shall be lubricated with anti- seize compound, and nuts shall be tightened uniformly and progressively. If flanges leak under pressure MANUAL VALVES 15100-4 testing, nuts and bolts shall be loosened or removed, the gasket shall be reseated or replaced, the bolts and nuts shall be reinstalled or re - tightened, and the joint retested. Joints shall be watertight. B. Threaded Joints: Threaded joints shall be cleaned by wire brushing or swabbing. Teflon joint compound or Teflon tape shall be applied to pipe threads before installing threaded valves. Joints shall be watertight. 3.2 VALVE INSTALLATION A. Valves in Horizontal Piping: Unless otherwise indicated on the drawings, valves in horizontal runs of pipe shall be installed with their operating stems horizontal. 3.3 VALVE LEAKAGE TESTING A. Field Hydrostatic Testing: (Not used) B. Pressure Testing: (Not used) END OF SECTION MANUAL VALVES 15100-5 APPENDIX B - MISCELLANEOUS AS -BUILT PLANS 1. Caltrans 2. Orange County Sanitation District . � . I . . . I . .. , . . . . . . . . , . . I . I . . . I . . . . � . . I . . I ��.'..1,111 I., - - -1 _­.— . _� _­ ­ ­� I I I . . . I . . . . . , .�. " . I � �. .11 .. - , . . - .. . � I , . * G 30 �, I ly . . . . . . . . . . � . . � I . . . - . . I � - 249-5 153(0 . . . . . 1. , I . . . . . . . . I . . .. I I . 1- 1, I . I I .. �, . . s I . .1 � I , 1. I . . .. I : � . . . . . . I . 1. . � I I . . .. . . - . . � , ,-, ., . I . . . .-, I I I . I , . . . . . . . I . . .. 11 � I . . . .1 - . . , I . I . '. I . . . . . , - . I ,III � . : _.,� '. . . .- , . � . I . - � I . . � .. . 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B, 25 46 /cy t^?/x3' COi7.g7 1 3 7� T m .Gann. .� � Const Earth Dikes �.� o. o e p ` "od ��ee Gress xc>°ro •81700 roH• R =5000' 3 c 2 �!r T 6362. DE' Gorl.sf. S/`o z''X.s'G�,/ c j �r ".3x2' Co'ut L A 722 8V F.L. I�C,o 60,3Consf.P.C.C. O;;ch i"" n �'Fo� De1;�i!a See B�/ow r ;61,gr 2.oa70P For Prn. ile 5sc Crass Src, ions l ,.,R a m3/" LIMBS RL YDS _ _ Gp_io P/oce i ,. .�.�----Flow JO 11"/5.00 Conn. Rd. _777K . ;--.Fyo4w /8"X e -_A P. � Ci A PIC- -' Dft5 ,� 3rlia � ��W 1 �`�� - �.4 ' sE � � " , 0 u°i l -- ! . Gprisr-�A. Aid Di /Gh— n Cons,. 2X3 O. /. Cana: Intel Dii�h �- (Sec next- sheeig Q ace R. M. "C)ifcbp-r, 5iMO. 7 � 21 ' Cansy CB,3 'Z'':y= 350! /� ,� _ 2•X.3 CSL . F, t-: P.C.P 11I= 2.95' �/ ' ti ��c�s C. P.. a. n,_„�-•- ��! `� $ r.,, . � yr %r• 3T• ''" x`25, . _} A! 9°13 Q® - $ q ,ti Const CB Q? y.� _} 26 26 "y .�- - ---� �l = -- p rT'' �LS G: F. 450 ,� �. 32 z.ss W 01111v C 6 �,, q., w.. -- •. 3 , /! CM?. 4 0. Fi11-14 %9.G5� bj p D s �C' per /5.281 g.,��•/'s1. 217C. 44 '�►srI a tan - �_Co�l.� J1`d. a 25-80 Ph7ep See f emir f Sip / Caa� D. 1.0 -tea. 33 P'� q€€A�I Ii " 800/_ _q3 8 IA, A v4 .q `• ilk'/ F/,��' � o on5f P. flit Di: clr .3!0' (0 s "dol it inC/ bars ' a �� O e p/rCh Proal T- ' 16 c4" � cu t� 35 . �,, ,. � 25 ------- --�- �J 2 4-50 -- 40 Pro, r/e �V 00 40 SiG.21"50 ;'f? i Scri�� h'r?=0' e'er'. / _ �� ', ."��r fee,- 'ax CU1rer so 30 �7 .2d . 3 ��v�t%��aTions ria 3e Ia`�naa/ -� 20" All 20 to - 27 28 9` Profile , o 01e : r r I °_ l r� :Slogs' l�en arc r% �a J ' A1C vo/ �C'agih. RA MAG E i/ E T AI S, - �c 2 ! "TO STA. 33 0 i Design Dept. ww. zo* Deswed', , r5 .5 --place Cu. Ft Pervious Materia! Traced PIP, /is Checked H., 77 4-S! Supervised, By 15 11F, 6-40,r lkyelll ZOIY&. \-5Z7C71-01Y I flolkl B /.0/- 141Y. I,fhonnel Transition' Sto- 56`f60 Rf. AbSto.,36,rf'76 DjV.-Wo. I STATE I r90ZRAL FnO.(KCr NO. I YZAR I No. I SHEL-ro I D— comm RW. I Ucncx VII Ora 43 1 Nps 8,Aj 34_.[4& Aljolp-1 J/ 1-9-5-2 Moo:Z1 Mole; sec. 3-3 1s,5fof 5`-VBlR, C Box 17— J. - m 12 J �Ql lw7v no. 4.11.1 ---.J 10/Y6 CZ5fC. 'A STRUCTURE DE SCALE : I`=2' Box TronFition 5io. 27�751 FE T 5-?— `PCS f W11 0 P/17C., Cu. R Fv-rlozf-c Alotarial 1--101�lee elyeep"oles 5`116, .5 --place Cu. Ft Pervious Materia! ° a [ t I :� 45 -A6-Xl 'OdW- ?-ire mesh. -1-A DCe IQ 14, Pace C0 jt. A-m/olis vwten C, 15 11F, 6-40,r lkyelll ZOIY&. \-5Z7C71-01Y I flolkl B /.0/- 141Y. I,fhonnel Transition' Sto- 56`f60 Rf. AbSto.,36,rf'76 DjV.-Wo. I STATE I r90ZRAL FnO.(KCr NO. I YZAR I No. I SHEL-ro I D— comm RW. I Ucncx VII Ora 43 1 Nps 8,Aj 34_.[4& Aljolp-1 J/ 1-9-5-2 Moo:Z1 Mole; sec. 3-3 1s,5fof 5`-VBlR, C Box 17— J. - m 12 J �Ql lw7v no. 4.11.1 ---.J 10/Y6 CZ5fC. 'A STRUCTURE DE SCALE : I`=2' Box TronFition 5io. 27�751 FE T 5-?— `PCS f W11 0 SPAW, S 5 ' HEIGHT H 2' 0010/5 4` 5' ST,eENG.Th'"LZ-ASSIFICATION A' -B: A B C A" a C D E F A 3 !C D E F I=.•� S;LA �T_ � a `Bars ; Hood (Q,a) w/11 Usually deler.77117e size. (hher,w1}e ' t 77lh8TOP, _ 8- 8h 99%z compule f0/al head = 8� (/ 05,, l , where " is AIV 7'h :.$ 8. 812 v 80770M SLAB __ T3 6% T � ? $ bh 7 8 " '8!4 9 : 9h" 6hi 8, 8%r 9 9% lDEWALLS T 6h . 7 6%z 7 7 .'b!x 7 7 7%z 8 8%z 6!h 7 T 7�i " 8 bei Case)v For eonsirvr/ion in Ire Ach on y4lol ny rounda- flan; also d /4e1nod B"r, 19Ckr1;V is usea�' Case 27 - For Ce7n511'uci"'On on hard Jtvundafi��ra. � tiCase � -For consrrchan on , ` Y c Oar? art .ha.^d I�undaflOn i{ `%ilel'rhoa'6"�ac.4/:Yl Is ✓scr�! " `x Srxe s/a , e s/8 :. s/8 -fie 3/8. s;i sl -q- s/a ZY8 s/B s/a s/e S acro S , S. /0 14 9 i0 40, l 9 9 8 . 8 Id 109. �:4 9 8 $ 7.6 7-7 .`E Len 1<n 7-3 7 -gid, 74 74: 7-4 �°7317-4 1. 7-4'7-S � 7-6 7�7 7=3 7-4 7-S ` o s/8 -sib S/B, S/9 'S/8 s/B �8 " ,S/8" 'dig , _q •1i 41e -✓e S/8 51s .S 'a R 8° . i1.. ' 10 /0 " 0 9 8 8 `:"Ccnglh 10.1, 1�•3 /0=3. /0-/ 103110-3 !0-410.-6 0=7 10=7 1Q=3 10310. 106 I0=7 V 0 G S iZG S/8 AY8 S/b it: S/19( '�itf '�/e �e '�3/�', r�� � ::� ' /0,101'' io .10 9.. 9 ., 8 .8, 10 " 10 9 9 8 8 Le'9M 10-310=5 %1-311-5 11=5. 123 R-5 12-S 12~712-912.1113 313 S 13-_113-713-913-H Dss'. 83rs"- :[30t To Slab - Wo, . b :: 6,14 4_> �6�:. 4 4. ' 4 5 5 6 ' 4' ` 4`` 4 S Is' -Slab - �No. 4 j4 4 4' 4;'' -r4 4- 4 ['-41 5, S ,� �4, 4 4 [SIS. VBirs S nein 18 /8 IB 118 1 1811S- ;S15. 12_ 12 12 15 J5 IS /Z 12 12 Goncrctc - C. Y. perLin.fl, 34 ,37 .36 ,42 ',4 ,42 .46 .46 .52 .53 ME SD .32 .56 .60 .64 a arr7tmf; Siwel- L66 . ptrL,n. f, ill, 111 98 98 105 105 10S 118 115 12.99130 08 117 120 133 134 Arca : A . 10 /5 20 25 - "AL Radius R 0.7/ 0."94 _ 1•Ir _ 425 0.59 0.62 " 0.67 0.73 :. NcaY,f-ac}or k 0.69 0:49 0.39 0.34 fnlrance 'eqpacily 0,0 43 80 123 /72 0ean i 9isch,7r96 Ow 7/ 132 _ 203 284 'ease IT or my 17 21 17 21: 27 '16 20 Z6 31 36142 /6 20 26 31 36 42 v 'case 'g Casc ET 19 12 30, 14 19 12 30 14 -66 17 18 11 26 .13 SS 16 100 19 /001100 21 25 18 11 Z6 /3 SS /6 100 19 /00 21 Ido 29Nmmmmw 1 5PEc/FIC., rlol s: A. AS H-0. dared 194d `•,.i lh sahsequesn / rr�odf cariiohss ano' y4.r.�gc Deparlme-nl supp/emen/ -r - / s•- •- o•Ras : L ! v, , load on,, H2O -$'1,/5 4.4 truck wffh 301` 6 imr»c/ .gyral/ °covzr o'ep/fis . Culver,�s a>= grada Tr�led as pridgc, ws 'hiwhee/la. ori ;nverf ;s/?b d,sll helleo' . - over 7 0 1, frarsvers-e/y and bre nllh %r cu/verl /on - o.i�i Five Joad dislriboled fhru rlll as rol/ows: Transverse tspread • /, 2 +/.6f; /on9/fudah�r/ scrread= lS�lf _ -'Earth load o/'� 120 per C,u. lr and an equivalent Piuld pies -sure of" JV'pe, cu. fl (holh llea`uced ;4/r oralrcecdeso d od forb bedding'and `back{li Corsdr/ions Maximum hydraulic head 6'ahove roadway grade. L/.rr,� sEs:{SW iB,tc-1000%"�=10, u=/5074"; : v:= 9.0%' " Bono' and shear neglected a/ grade. -Allr��irrR ar ;r y ° sleel round defol-m ed bars 1Llaxirnurra shear and bored 'r»easured ar' a poin>1 the: fhlckneS5 off- s/ad _ from _ u&,o r . &F11 ibur`ion "d Bars " aver O " fo spare ler)ylh, fop slab max -SOX Giver 6",/o span-Jenglb, bol room slab= , min. 25% , Cay%er exc cdi na span len_q 1�op and .5o/lam, 25 rr1i?, CO3VSTQUCT10N Ivo 7E. Sarer1;,,,c,a rraws : Slar:dard SpeerX',calions a, Id eovary /Mg and �pecft,/ Pros�rsians accompany/nc plans. A4;x1m4,Ai CovE,? 511rn57i .,504110"'bereYlcyed In Ina 11, 410 a/fer 1oi1naW1o17is expose,! /Jt'e-xeavafion d/s- closes &41n(1a1,,ao materials o'if{eren} Man piasumed 1rOr o'esig,�, Me r'esl' ze? •shou/o' 66 relrieweo' /`o o'elernmi 7s Me necesslfy. a= : Q Slronq,er eu/ve,-1 s-ecll qn ; U 1177Preve1n6,n1 or, b edding ; anod yr (3) / ,fer[hod B Co".s,-.aucr.o v Loans. ! oao's ,heavier lh qrn /zoa/ load, not per- rra -.'/ed unlit col7crele has reached a sfrenglh op 3000 " and s. i-uclure is ,s frul Aed arae' eush47neea as dlrecred 6y rhe nginec�r. . ANS ``SBUz� contract No. Date complofie e)00Document jj I! /'eyed ccnslJf Radius of rounding ,z but 17ol less Than 4" nor more Mon Ts. SO// wale; 46,d pass- aAconcrele s./W/ A-, increased .''o prox i7le 2"cover,,Re helween ExPANsION Jo/Nrs: None /n invo-11 S/do /n walls and s eel d17d expa:re&surr?ccs Where Scour is vp s/ab of cu/✓erg`s al 30 rr C/rs, and aod�lioraa! anli�ipareq' fhickrress ol'bollom slab sha11 he Jollifsasdrracsed/x>lr'ne fl? geneer all IoWllonS or iner�ascdloprvy„6�r2`tvYGrage;bClss�Ce°ns{ea/ Char�ye in :oe�rldar`ion rraa,�eriaf`. and exposea'sursee. pE/tiFOQCiNG ,?Ae L_,VarV5.- Lem lh or 6 Yar1d 6 "oars arm To acrompanry p/ensdafed •i/��1 -- L eng h o. ut” 2 � fClver - - _.� ! en lh of Ccf lve�f 1�ari y2.�/.(�pf (312 • /--8 ,. ee- cow mr Cc.Tx ' DLCnc' ¢tee r -r� , 43 - NPIO A QQ_' 4j6 t N I i % ars � a '���", V_, y;...,c.s�v.i t..�..aae.�•[t.yi ,c.a I_;-;� • �-L- • =' � une . 7 19¢8 ,,:. • . i • ' C 4 � [Ayr — � M01e'- Heigh/ -R/X7'A?/,",-/- or Curd for I 0, `Coyer may rye vdr;e U l0 00171 rin ,!;� approach curbs 0V,ER . 2' COVE, o' TO 2' COVER SEC TION , I a Bars ,Bdrs /z -0//00p5@ PART PLAN -ON SKEW �/%ace I-beom ' %mit) wl.[J hel0l.: slab Mi-Ane+.s, ,r, Nee, cons!,.Vclio,? grade /OR cu/Ycrf.� p,7/y and ami / corer CULVERT EXTENSION r/ary �ICnd•'rIy 0/ 'fJ, fiats /e9 Sul .boH✓rn 5/,Rb .SKEWED CUL VERTS S,t es w Angle Cover 0' /es 2i -o" Over 2 =U" Span .345681012345681102 0010/5 NO, 34jµ�_; 4 5 4 213 313 %1/zsa'41ls� No 3I-e�'d4,I5 I5 1.51 i 7I"14%" .51-31 -r�ltil�I� I� 4 414 31°r"o�JS'�` Na 3f�ti5�5 5 . 4 .5!514 s,W�elozl/i� I i i 1,V2 IM i� 4/Q- M�_�.` p n.. HyDQ.auc,cs: /I- slope op nalura/ channel exceeds zi-I /-/" r/ary �ICnd•'rIy 0/ 'fJ, fiats /e9 Sul .boH✓rn 5/,Rb Dia. 9Acx,Ns AL c Mbox _d dl T f Bars In I'm s/8' i 7I"14%" LOCATION NOTES /2-1 O 4/Q- M�_�.` p n.. HyDQ.auc,cs: /I- slope op nalura/ channel exceeds zi-I /-/" 1,7/v� 1 Sfr" /!0-131- I /=0`13T 7712-1171/7 "neuAea/ slope " of culverll, enAl'anGe capaCify {or /0 -yr 1 /'8' 6,_ f � I=.•� � a `Bars ; Hood (Q,a) w/11 Usually deler.77117e size. (hher,w1}e ' compule f0/al head = 8� (/ 05,, l , where " is AIV .� head iacfvr, L a is /englh 00-r culvert, and Qloo Me � _ ~. '- 25 ��� 11 Y � d Dist bars .25 10(1- r. Ir/sod and cord are with allow-ghle head. y J? 'l ' a o+Spacesrs 4P/9 Tabulsled •cic+-men1s are k.- full 17ominwl se*Cfion. 2 y� M,ax.rRsunss Cove,4/lofya6/e depends on baddir�.9 and &gcAfi/1 • K 25 I i o' i�f bars .2.5 Case .Tf -For conslr✓c/ion ire Irench ort hard foundation. Case)v For eonsirvr/ion in Ire Ach on y4lol ny rounda- flan; also d /4e1nod B"r, 19Ckr1;V is usea�' Case 27 - For Ce7n511'uci"'On on hard Jtvundafi��ra. � tiCase � -For consrrchan on , ` c Oar? art .ha.^d I�undaflOn i{ `%ilel'rhoa'6"�ac.4/:Yl Is ✓scr�! fhar;do,os�riry ,,,odch r"vrculwerl- / a1<yr10.. TYPICAL. SECTION D£siGiver�aN:Shaw on p/ars as Span x He;i-:hr` S}rcr,!rrh C/assn ca. an - C,7sex Lcr7:g1• /rju-.r: SIV4� ;=.4-ffxG2' >al/odyed by allerrlalive 5 H ALTERNAr,vEs: laver{ will be rr pla,&,-MessTrapezolo'al I In ver l ,. or 'V- Jn vert ,R Is ,ric/u,a•'ed in de3i4 ne/ion + Ends or Culver/ will 6e raan•a'cd unless "SQuare Fndsb '' 1 • � .s; desiynaled• Rerape/ on culverls w.;/h over 2R I cover w;/l he / -'0 " high i s das,9na/ed Sucre desi�na, ions rn.�y be d>rr�-, renl 1. � for inlel and oullel ends: - o Du. ,vririES.• Qual7MI, S arra : Or e.'3 r'imal �g en; y They '• are for box wilh p/a/n Myer/ slab ona' o'o nor` 2 P %/. c/vee sdiceti ;n /vnyiluo°i.�a/ bars, floe ��'orl�onai TS J3c nd 2' 2ae:4.s A � TOP SLAB FILLET s�F1�� _ 3 4 x 1 811012 ° � �'� f/iii -515 2 3 [ -4 �"I�I � ,T n t/441XED BAR DATA Dia. 9Acx,Ns AL c Mbox _d dl -Till In I'm s/8' i 7I"14%" 6 - I3%" /2-1 7/z" 4/Q- 8" 13/- "7/,I -ia zi-I /-/" 1,7/v� 1 Sfr" /!0-131- I /=0`13T 7712-1171/7 1 /'8' 6,_ 4? Alma nr' lobe added lo over,/1 e.'Me.✓,.Sion of Concrele ' mer7?6er fa give >*he lenglh o; " `Q Mehooh ed oar, hcoked each • v end R0.9 ?dF�-ay eoadWau �NhSrhadB- j!F'me5,arrkmar j �005c 6! -T arm Cqua/ ref m' o; -- W ' Y� N ru/vcrr 2d or Cle:3r ! . IN TRENCH ON S(IBGRADE UNDER LOOSE BACKFILL (CASE ff or,T)(CASE Hor -MT) (C,4SF ff ror �J �9 80011V6 AND BACKFILL 61.¢[ Of [►l.rpgw.i 0[nAk7kk!WY Or McRMC w: Z�5 SM AIDARD SIN61 f BOX CUc V✓ERTS 5 FT. SPAN Gone rereand ske5/ fcv spec.":?/ coveq;ge. ALTERNATIVE V-1A1VERT .R AI TERIVA;r VE TRAPF701DALrINV-[,Q7 r 1PECIAl COYCJtA .a: 1 here e u/v2rtsare ��ntir<rcrele:.' a Jacen►� fo icAL ; FME -7d4'729 ostawiNG A. • it i ;��.. 7777777 ^C v Underground 5zrY l ce A i orf EjIl:TDLL FREE 1-800 422--4133 M 10MINC DAYS WOU YOU DIC AS BUILT PLANS Contract No. �19-9. ?+S"I CO:►:71' I ROe;TETOTAL PACECI is NO.•�S-E{'S 121 oRA i 055 0.4 1 1 3 � c *`- • A41 R'EG:STEPED C+ L EHCAiEEA D 4 i o .' 2. h . Joh•:soza 21 6r PILLf1S 1PPf*Y1L 01TE 4 ,. a 9-30-93 • OYL .� Date Comp e ; Doc ent • S Exist3n 4" o" Cal Gas (44 PSI) (jam} E.i i 3L' See Section U13 t © A -A LOCATION M. AP* ORANGE COUNTY r L,2: n - •+ • • h �— w� ■IK -�— • w...r --� - '—."^ .w.� .i•L r.�r �► �� -"• .r"^ ^r iA•r "'- "'r •'.► !'� r ri;r EXISTING -C3-37 TO RD 41N ,. ,, �� �11•r� I NEW -PORT BLVD C.� (Remove interfering portions)"� -- -- ` /• �. -- _. ..._. /" r - 4411 —�— .. • . J -- - - . �.. - �- EX1 + 1"5FNr`S JuaUU TTAXt-V-02i.l1,tGyVNCf t � � This Plan Accurate for Drainage Only A S B U I L T- szvoR coNTRecT CONTACT NO. RESIDENT ENGINEER COMPLETION DATE FOR ROLK LD Pt AXS 0 ; 3 e50s0,e,s. rra. r of i err 3 i 1 i DEPARTMENT OF TRANSPORTATION KOJECT PL A.Ns FOR CONST RUCTION ON STATE HIGHWAY IN ORANGE COUNTY ?N NEWORT BEACH ON NORTHBOUND NEWPORT BOULEVARD BETWEEN PACIFIC COAST HWY AND HOSPITAL ROAD, MODIFY DRAINAGE DRAINAGE PLAN CONTRACT NO. 12G253 CU I EA 12-914183 77 m _z; sc,•nsu¢.x€i'-H, _ s:.5��xaIls+sa�s'Pw5Fa`, amac�'�'.�a7.'n'e"a^a�r LA'S^: %PA"`�"d,»'="'h s-xt'+'. twai..s.+2tt^Y�e^;�a' c:�r,;.: c-te+',�.mx-,a�;,..,Ha�. �'= +--r -,� a� r:,.-.� ... <:. ;��.. 7777777 - i1 ;., ... s•.x ..... ...... .. :....t...., .. t. tea... .�.: _ ... .� ). - ..p , .. fir. ..r... ....::�. ... .: - ., .. .. .. - FT, � r 3 77 m _z; sc,•nsu¢.x€i'-H, _ s:.5��xaIls+sa�s'Pw5Fa`, amac�'�'.�a7.'n'e"a^a�r LA'S^: %PA"`�"d,»'="'h s-xt'+'. twai..s.+2tt^Y�e^;�a' c:�r,;.: c-te+',�.mx-,a�;,..,Ha�. �'= +--r -,� a� r:,.-.� ... <:. 11 B A 0 I 10iff, a L rf LOS ANGELES COUNTY VICINITY MAP DESCRIPTION VOLUME 11 OF 11 IRVINE CA, 92618 CITT, dl-T�W PRODUC'nON PL. 00,4ST '- I rAN I ORANGE COUN FY SANITATION DiSTRIC 91 PROJECT LOGO, P/lc/p/c w V- ORANGE COUNTY SANITATION DISTRICT APPROVED FOR BIDDING ROBERT THdAFSON, P.E. DIRECTOR OF ENGINEERING CAYE: JEFF M07aR--,P.E. - ENGINEERING MANAGER DATE: DISTRICT 6 TRUNK SEWER RELIEF COVER SHEET DATE: PR04ECT NO. 6 47, G0001 I OF 58 16TH ST. o. .TAM ESA ESA eT BEACH 91 PROJECT LOGO, P/lc/p/c w V- ORANGE COUNTY SANITATION DISTRICT APPROVED FOR BIDDING ROBERT THdAFSON, P.E. DIRECTOR OF ENGINEERING CAYE: JEFF M07aR--,P.E. - ENGINEERING MANAGER DATE: DISTRICT 6 TRUNK SEWER RELIEF COVER SHEET DATE: PR04ECT NO. 6 47, G0001 I OF 58 W 0 C I E 11 z. 0 N W 2- o c° — z� ON U � r� o� U O Oo I:fw U � W Z �X Oa - W % V) �g DRAWING INDEX SHEET DRAWING NUMBER NUMBER SHEET TITLE 1 G0001 COVER SHEET 2 G0002 DRAWING INDEX AND GENERAL NOTES 3 G0003 ABBREVIATIONS, LEGEND & CONSTRUCTION NOTES 4 G0004 CALTRANS, CITY OF COSTA MESA AND CITY OF NEWPORT BEACH GENERAL NOTES 5 G0005 SURVEY CONTROL, KEY MAP, AND PLANT NO. 2 MAP 6 G0006 EXISTING CONDITIONS ABANDONMENT AND DEMOLITION PLAN -1 7 G0007 EXISTING CONDITIONS ABANDONMENT AND DEMOLITION PLAN -2 8 C1001 PLAN AN D PRO Fl LE STA 13+00 TO STA 22+00 9 C1002 PLAN AN D PRO Fl LE STA 22+00 TO STA 30+00 10 C1003 PLAN AND PROFILE STA 30+00 TO STA 38+00 11 C1004 PLAN AN D PRO Fl LE STA 38+00 TO STA. 47+00 12 C1005 UPPER REACH PLAN STA. 47+00 TO MH 210 13 C1006 OVERALL BYPASS SCHEMATIC CONCEPT 14 C1007 ENLARGED BYPASS CONCEPT SCHEMATIC -1 15 C1008 ENLARGED BYPASS CONCEPT SCHEMATIC -2 16 C1009 MH ACCESS IMPROVEMENTS MH -025, MH -135, AND MH -140 17 C1010 MH ACCESS IMPROVEMENTS MH -145 AND MH -155 18 C1011 MH ACCESS IMPROVEMENTS MH -A 19 C1012 STORM DRAIN PROFILES 20 C5001 TRENCH AND GUARDRAIL DETAILS 21 C5002 PAVEMENT AND GUARDRAIL AREA DETAILS 22 C5003 MANHOLE DETAILS -1 23 C5004 MANHOLE DETAILS -2 24 C5005 MANHOLE DETAILS -3 25 C5006 MANHOLE FRAME AND COVER 26 C5007 MANHOLE ABANDONMENT DETAILS 27 C5008 MANHOLE COVER ADJUSTMENT 28 C5009 MANHOLE BASE DETAILS 29 C7001 REFERENCE DRAWINGS -1 30 C7002 REFERENCE DRAWINGS -2 31 C7003 REFERENCE DRAWINGS -3 32 C7004 REFERENCE DRAWINGS -4 33 C7005 REFERENCE DRAWINGS -5 34 C7006 REFERENCE DRAWINGS -6 35 C7007 REFERENCE DRAWINGS -7 36 C7008 REFERENCE DRAWINGS -8 37 C7009 REFERENCE DRAWINGS -9 38 L1001 IRRIGATION PLANS 39 L1002 IRRIGATION PLANS 40 L1003 IRRIGATION PLANS 41 L1004 PLANTING PLAN 42 L1005 PLANTING PLAN 43 L1006 PLANTING PLAN 44 L5001 IRRIGATION DETAIL 45 L5002 PLANTING DETAILS 46 L6001 IRRIGATION & PLANTING NOTES AND LEGEND 47 TC1001 TEMPORARY TRAFFIC CONTROL PLANS 48 TC1002 TEMPORARY TRAFFIC CONTROL PLANS 49 TC1003 TEMPORARY TRAFFIC CONTROL PLANS 50 TC1004 TEMPORARY TRAFFIC CONTROL PLANS 51 TC1005 TEMPORARY TRAFFIC CONTROL PLANS 52 TC1006 TEMPORARY TRAFFIC CONTROL PLANS 53 TC1007 TEMPORARY TRAFFIC CONTROL PLANS 54 TC1008 TEMPORARY TRAFFIC CONTROL PLANS 55 TC1009 TEMPORARY TRAFFIC CONTROL PLANS 56 TC1010 TEMPORARY TRAFFIC CONTROL PLANS 57 TC1011 TEMPORARY TRAFFIC CONTROL PLANS 58 TC1012 TEMPORARY TRAFFIC CONTROL PLANS 59 TC1013 TEMPORARY TRAFFIC CONTROL PLANS NOTE: AS INDICATED IN THE INDEX OF DRAWINGS, DRAWINGS ARE ORDERED BY DISCIPLINE, SHEET TYPE, AND THEN SEQUENCE NUMBER. DRAWING NUMBERING LEGEND G0001 DISCIPLINE �� SEQUENCE NUMBER SHEET TYPE (PLAN, SECTION, ETC) CONFORMED DRAWINGS ADDENDUM NO. 1 MARK DESCRIPTION DISCIPLINE CODE G - GENERAL C - CIVIL L - LANDSCAPE TC - TRAFFIC CONTROL SHEET TYPE CODE 0 - GENERAL 1 - PLANS 5 - DETAILS 7 - REFERENCE DRAWINGS GENERAL NOTES 1. THE WORK SHALL COMPLY WITH THE CONTRACT DOCUMENTS, CONDITIONS OF ENCROACHMENT PERMITS AND OTHER APPLICABLE PERMITS FROM AGENCIES HAVING JURISDICTION OVER THE WORK. 2. ENGINEER OF RECORD PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF THESE PLANS. 3. THE CONTRACTOR SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY LOCAL CITY LAWS AND ORDINANCES RELATING TO SAFETY AND CHARACTER OF THE WORK, EQUIPMENT AND LABOR PERSONNEL. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO, THE SHORING OF TRENCHES, VENTILATION OF CONFINED SPACES, CONFORMANCE TO TRAFFIC CONTROL REQUIREMENTS INCLUDING THE PROVISION AND MAINTENANCE OF BARRICADES AND THE PREPARATION AND IMPLEMENTATION OF TRAFFIC CONTROL PLANS AS REQUIRED. 4. STATIONS SHOWN ON THE DRAWINGS ARE ALONG THE CENTERLINE OF PROPOSED PIPELINES. STATIONS AND INVERT ELEVATIONS OF PIPE SHOWN ON THE PROFILE ARE AT THE BOTTOM, INSIDE FACE OF CONDUIT UNLESS OTHERWISE INDICATED. LENGTHS SHOWN ARE HORIZONTAL PLANE DISTANCE. 5. BIDDERS ARE URGED TO VISIT THE SITE TO VERIFY EXISTING SITE CONDITIONS AND SURROUNDING ENVIRONMENT PRIOR TO SUBMITTING BIDS. ACCESS INTO MANHOLES WILL NOT BE AVAILABLE DURING PRE-BID CONFERENCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE SUFFICIENTLY FAMILIAR WITH THE WORK SITE TO INCLUDE THE TIME, MATERIALS, EQUIPMENT, CREW, AND WORK NECESSARY TO COMPLETE CONSTRUCTION WITH FULL SITE RESTORATION. 6. AN APPROVED ENCROACHMENT PERMIT FROM CALTRANS, CITY OF NEWPORT BEACH AND CITY OF COSTA MESA ARE REQUIRED PRIOR TO WORK WITHIN THEIR JURISDICTION. REFER TO THE NOTES ON DRAWING G0004 AND THE PROJECT SPECIFICATIONS AND FOR ADDITIONAL REQUIREMENTS. 7. THE CONTRACTOR SHALL VERIFY EXISTING UTILITY LOCATIONS IN ADVANCE AS SET FORTH IN THE GENERAL REQUIREMENTS. THE CONTRACTOR SHALL FIELD VERIFY THE POINTS OF CONNECTION AND SHALL FIELD VERIFY AND COORDINATE THE WORK PER THE PROJECT SPECIFICATIONS. 8. CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS, WHICH MAY OR MAY NOT HAVE BEEN MARKED BY THE RESPECTIVE UTILITY OWNERS AND WHICH THE CONTRACTOR BELIEVES MAY AFFECT OR BE AFFECTED BY THE CONTRACTOR'S OPERATIONS. THE CONTRACTOR SHALL NOT BE ENTITLED TO ADDITIONAL COMPENSATION OR TIME EXTENSIONS FOR WORK NECESSARY TO AVOID INTERFERENCES NOR FOR REPAIR TO DAMAGED UTILITIES. THE CONTRACTOR SHALL EXERCISE UTMOST CARE IN ALL EXCAVATIONS TO AVOID DAMAGE TO EXISTING UNDERGROUND UTILITIES AND PROVIDE ADEQUATE SUPPORT AND PROTECTION. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR BOTH THE COORDINATION AND RELOCATION OF ALL UTILITIES AS REQUIRED BY THE UTILITY COMPANIES IN ADDTION TO THOSE SPECIFIED ON THE PLANS. 9. EXISTING UTILITIES AND PAVING SHALL BE PROTECTED AND MAINTAINED IN PLACE BY THE CONTRACTOR, UNLESS OTHERWISE NOTED. ALL UTILITY CROSSINGS AT TRENCH EXCAVATIONS SHALL BE TEMPORARILY SUPPORTED TO THE SATISFACTION OF THE UTILITY OWNER AND PER OCSD STANDARDS AND SPECIFICATIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND DESIGN OF THE SHORING AND DEWATERING SYSTEMS, AS REQUIRED PER PROJECT SPECIFICATIONS. 11. THE CONTRACTOR SHALL VERIFY CONTROLLING FIELD DIMENSIONS BEFORE ORDERING OR FABRICATING ANY MATERIAL. 12. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL TRAFFIC SIGNAL LOOPS. ANY DAMAGE TO SIGNAL WIRES AND LOOPS SHALL BE REPLACED IN KIND PER CALTRANS STANDARDS AT NO ADDITIONAL COST TO THE OWNER WITHIN 48 HOURS OF DAMAGE. 13. THE CONTRACTOR SHALL RESTORE ALL AREAS DAMAGED INCLUDING PAVEMENT, MEDIANS, LANDSCAPING, HARDSCAPE SIDEWALKS, IRRIGATION AND PLANTING TO ORIGINAL CONDITIONS. RESTORE ALL AREAS PER CITY OF NEWPORT BEACH, CITY OF COSTA MESA, AND CALTRANS STATE STANDARDS. THE CONTRACTOR SHALL INCLUDE ALL SUCH RESTORATIONS IN THEIR BID COSTS. SANITARY SEWER PIPELINE AND MANHOLE REHABILITATION 14. MANHOLE COVERS SHALL BE LOCKED UPON COMPLETION OF WORK. 15. CONTRACTOR SHALL COMPLY WITH NOISE LIMITATION REQUIREMENTS OF THE CITY OF NEWPORT BEACH AND CITY OF COSTA MESA, AS APPLICABLE FOR ALL EQUIPMENT USED ON THE PROJECT. CONTRACTOR SHALL MAINTAIN FLOW IN THE EXISTING SEWER SYSTEM THROUGHOUT THE DURATION OF THE WORK. SEE SEWER BYPASS CONCEPTS ON SHEETS C1006 -C1008. 16. THE CONTRACTOR IS NOTIFIED THAT CONNECTIONS WHERE EXISTING TRUNK SEWER MEETS NEW TRUNK SEWER OR SPECIALTY SPOOLS SHALL BE SUBMITTED AND ACCEPTED PRIOR TO ORDERING, MANUFACTURING, AND WORK BEING PERFORMED. WORK WILL BE STOPPED BY OCSD IN THE EVENT THAT SUBMITTALS FOR ALL CONNECTIONS HAVE NOT BEEN ACCEPTED. NO COMPENSATION WILL BE MADE TO THE CONTRACTOR FOR COSTS DUE TO WORK STOPPAGE DUE TO ABSENCE OF ACCEPTED TRUNK CONNECTION SUBMITTAL. DESIGNED BY: HERMANSON, GLENN QROFESSIONq� DRAWN BY: MARTINEZ, RICK �`Ov�� E HERM��o�c CHECKED BY: BICHETTE, RICH6151 w z m LINE IS 2 INCHES * 30 JM 1 129 2016 Ex . 6-17 3/2/2016 JM AT FULL SIZE civiL DATE DRWN (IF NOT 2"–SCALE ACCORDINGLY) PF OF CN 5- 5-20-2016 t)Rmc water and environment 15510-C ROCKFIELD BLVD SUITE 200 IRVINE CA, 92618 17. NOT USED. 18. SEE TRAFFIC CONTROL DRAWINGS AND SPECIFICATIONS FOR TRAFFIC CONTROL REQUIREMENTS. SEDIMENT CONTROL AND BMP 19. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF SPECIFICATION SECTION 02270 - STORMWATER POLLUTION PREVENTION PLAN FOR STORMWATER POLLUTION PREVENTION AND CONTROL. 20. THE CONTRACTOR SHALL IMPLEMENT THE REQUIRED BEST MANAGEMENT PRACTICES (BMP'S) AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS. 21. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT RUNOFF DOES NOT CARRY WASTES OR POLLUTANTS OFF THE SITE. DISCHARGES OTHER THAN STORMWATER (NON-STORMWATER DISCHARGES) ARE AUTHORIZED UNDER CALIFORNIA GENERAL PERMIT FOR STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY ONLY WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD AND ARE CONTROLLED THROUGH IMPLEMENTATION OF APPROPRIATE BMPS FOR ELIMINATION OR REDUCTION OF POLLUTANTS. NON-STORMWATER DISCHARGES MUST BE ELIMINATED OR REDUCED TO THE EXTENT FEASIBLE. GROUNDWATER FROM DEWATERING OPERATIONS SHALL NOT BE DISCHARGED TO STORM DRAIN FACILITIES. SEE SPECIFICATION SECTION 02200 - EARTHWORK. 22. POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS, WASTES FROM PAINTS, STAINS, PAINT FLAKES OR STUCCO FRAGMENTS, FUELS, OILS, LUBRICANTS AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS, CONCRETE AND RELATED CUTTING OR CURING RESIDUES, FLOATABLE WASTES, WASTES FROM ANY ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING, WASTES FROM STREET CLEANING, AND SU PERCH LORI NATED POTABLE WATER LINE FLUSHING AND TESTING. 23. DURING CONSTRUCTION DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. TEMPORARY HANDLING OF SEWAGE 24. UNDER NO CIRCUMSTANCE SHALL SEWAGE OR SOLIDS BE DEPOSITED ONTO THE GROUND SURFACE, STREETS, OR INTO DITCHES, OR NATURAL DRAINAGE WAYS. SEWAGE SHALL BE HANDLED IN A MANNER SO AS NOT TO CREATE A PUBLIC NUISANCE OR HEALTH HAZARD. REFER TO SECTION 02999 - TEMPORARY HANDLING OF SEWAGE FLOW. SUBSURFACE UTILITIES 25. EXISTING UTILITIES DEPICTED ON THE PLANS WERE IDENTIFIED AND SHOWN IN ACCORDANCE WITH AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD GUIDELINES FOR COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. QUALITY LEVEL OF DETAIL FOR RESEARCHING SUBSURFACE UTILITIES AS FOLLOWS: • QUALITY LEVEL D: INFORMATION WAS DERIVED FROM EXISTING RECORDS OR ORAL RECOLLECTIONS • QUALITY LEVEL C: INFORMATION WAS OBTAINED BY SURVEYING AND PLOTTING VISIBLE ABOVE -GROUND UTILITY FEATURES AND BY USING PROFESSIONAL JUDGMENT IN CORRELATING THIS INFORMATION WITH QUALITY LEVEL D INFORMATION • QUALITY LEVEL B: INFORMATION WAS OBTAINED THROUGH THE APPLICATION OF APPROPRIATE SURFACE GEOPHYSICAL METHODS TO DETERMINE THE EXISTENCE AND APPROXIMATE POSITION OF SUBSURFACE UTILITIES. THIS INFORMATION IS SURVEYED TO APPLICABLE TOLERANCES AND DEPICTED ON THE DRAWINGS. • QUALITY LEVEL A: PRECISE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES WERE OBTAINED BY THE EXPOSURE AND SUBSEQUENT MEASUREMENT OF SUBSURFACE UTILITY, AT A SPECIFIC POINT. A PRECISE HORIZONTAL AND VERTICAL LOCATION, AS WELL AS OTHER UTILITY ATTRIBUTES, IS SHOWN ON THE DRAWINGS. PROJECT N0. DISTRICT 6 TRUNK SEWER RELIEF 6-17 ORANGE COUNTY DRAWING NO. SANITATION DISTRICTDRAWING INDEX G0002 AND GENERAL NOTES 2 OF 59 Ul 0 C x E a N 0 N LO w F oa �N o� oN 7a- ob 04 - �o N o� o� U)LO U 00 �w U F wz .)X o0- / U) U NOTES: 1. STAGING AT THE PROJECT SITE IS LIMITED TO THE WORK AREA LIMITS SHOWN ON THE DRAWING. 2. THERE IS OFF-SITE STAGING AREA AVAILABLE TO CONTRACTOR AT THE OCSD PLANT 2. THE STAGING AREA SIZE AT PLANT 2 IS 174' X 88'. ACCESS IS AVAILABLE FROM 7:00 AM THROUGH 3:30 PM, MONDAY THROUGH FRIDAY. FOR ADDITIONAL INFORMATION REFER TO SPECIFICATION SECTION 01140 - WORK RESTRICTIONS. 3. ANY ADDITIONAL STAGING AREAS SHALL BE PROCURED BY THE CONTRACTOR AT IT'S OWN EXPENSE. BEGIN PROJECT STA 14+91.84 EX MH -025 EX MH -020 OLD NEWPORT TO NEWPORT BLVD TRANSITION 10111111111 0 200 400 600 SCALE IN FEET BASIS OF BEARINGS w uj s CD PLANT NO.2 ENTRANCE CTAT-INI(-` APF -0 L/N IVII 1 I TV r)rCfl IDI 0KIT EX MH -160 APPROXIMATE LOCATION OF: 174' x 88' STAGING AREA KEY PLAN AND SURVEY CONTROL POINT THE COORDINATES SHOWN HEREON ARE BASED UPON THE STATE PLANE COORDINATE SYSTEM (NAD 83), CALIFORNIA ZONE 6, BASED UPON STATIC GPS OBSERVATION, HOLDING CSRC DATA POINT "VNCO" 1 "=200' BENCH MARK EX MH -185 EX MH -180/ "r � CITY BOUNDARY o Z v LOCATIONS ELEVATIONS SHOWN HEREON ARE BASED UPON ORANGE COUNTY PUBLIC WORKS BENCH MARK N135-11-70, RECORDED IN 2005, ELEVATION 74.78 FEET (NAVD 88). DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK CHECKED BY: BICHETTE, RICH CONFORMED DRAWINGS 9/29/2016 JM LINE IS 2 INCHES 0-1 ADDENDUM NO. 1 6/2/2016 JM AT FULL SIZE MARKI DESCRIPTION DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) QROFESSIpNgI HER,y�q�o �z m o. t)RMC Ex • 6-330-10-17 water and environment * CIVIL ��Q 15510-C ROCKFIELD BLVD lF OF CA��SUITE 200 5-20-2016 IRVINE CA, 92618 0 EX MH -200 - EX MH -195 106 SQA/� X17 EX MH -205 OCSD MANHOLE DESIGNATIONS DRAWING MANHOLE DESIGNATION BPT0098-0020 NORTHING MH -020 BPT0098-0025 10 MH -025 BPTO 135-0000 FD-S/X-BASE MH -135 BPTO 140-0000 85.82 MH -140 BPTO 145-0000 6051637.94 MH -145 BPT0150-0000 2176248.19 MH -150 BPTO 155-0000 38 MH -155 BPT01 60-0000 FD-BOLT/SPK MH -160 BPTO165-0000 54.46 MH -165 BPTO 170-0000 6051171.31 MH -170 BPTO 175-0000 2174746.57 MH -175 BPTO 180-0000 5323 MH -180 BPTO 185-0000 FD-WM/2BD.DN.1.2 MH -185 BPT0190-0000 74.78 MH -190 BPT0195-0000 MH -195 BPT0200-0000 MH -200 BPT0205-0000 MH -205 BPT0210-0000 MH -210 SURVEY CONTROL TABLE POI NT NORTHING EASTI NG ELEVATION DESCRIPTION 10 2177102.32 6051733.82 74.36 FD-S/X-BASE 17 2177763.82 6051303.17 85.82 FD-G/SPK/WHR7766 31 2176739.04 6051637.94 74.40 FD-BOLT/SPK 35 2176248.19 6051550.07 81.18 FD-BOLT/SPK 38 2175640.85 6051331.22 68.04 FD-BOLT/SPK 42 2175284.14 6051180.42 54.46 FD-BM/N/T-CALTRA 106 2177886.62 6051171.31 88.40 FD-G/SPK/WHR5411 4103 2174746.57 6050809.21 35.47 FD L/T 5323 2175392.86 6050878.21 45.79 FD-WM/2BD.DN.1.2 10120 2177908.88 6050939.34 74.78 FD-BM/3-3/4AC OC/BM:NB5-11-70 CP -20 SURVEYOR IDENTIFICATION TOPOGRAPHIC SURVEY AND MAPPING PERFORMED BY CALVADA, INC., FINAL REVISION MAY 21, 2014. ORANGE COUNTY SANITATION DISTRICT NOTES: 1. PROJECT WORK ALONG NEWPORT BLVD. IS WITHIN CALTRANS RIGHT-OF-WAY. DISTRICT 6 TRUNK SEWER RELIEF SURVEY CONTROL, KEY MAP, AND PLANT NO. 2 MAP PROJECT NO. 6-17 DRAWING NO. G0005 5 OF 59 Il 0 C C 001111111111111100--� =>o DEMOLITION LEGEND 7 z rn > 0 5 7 0 APPROXIMATE AREA OF CONCRETE OR AC REMOVAL FOR TRENCHING OR GRIND AND OVERLAY, SEE CIVIL DRAWINGS. FOR WORK AREA LIMITS IN THE STREET, SEE TRAFFIC CONTROL DRAWINGS --X--X-X--X-X--X--X-X--X-X- EXISTING SEWER TO BE ABANDONED IN PLACE AND FILLED WITH CLSM WORK AREA LIMITS IN LANDSCAPE AREAS, SEE NOTE E 1X 8" RCP SD (D)' NEWPp � R T B� VD 5'X 4 RCB SD (D) '/STgT 12"VCP SSC E RDUT () E55 FOG LINE EX MH -150 35 CURB -_ — -- � 100, I � O N 30 I W ~ 15"VCP S=) 8 12" VCP SS(C) W/ ENCASEMENT �Lj- CP SID O Q � PLAN 1 "=40' Q water and environment 15510-C ROCKFIELD BLVD SUITE 200 IRVINE CA, 92618 EXISTING IMPROVEMENT AND DEMO NOTES 1O REMOVE CONCRETE SIDEWALK FOR BURSTING PIT AND REPLACE. CURB TO REMAIN. IF DAMAGED BY CONSTRUCTION, REMOVE AND REPLACE CURB. O2 PULL BOX "ST. LIGHTING, HI VOLTAGE" TO REMAIN O3 PULL BOX "TRAFFIC SIGNAL, CALTRANS" TO REMAIN ® PULL BOX "STREET LIGHTING CALTRANS" TO REMAIN O5 PULL BOX, OTHER TO REMAIN © BACKFLOW PREVENTER TO REMAIN O7 IRRIGATION CONTROL VALVE TO REMAIN ® WORK AREA LIMITS. IN WORK AREA THERE IS IRRIGATED VEGETATION, PIPING AND SPRINKLERS. PROTECT IN PLACE, OR REMOVE AND REPLACE, AS NEEDED. REFER TO LANDSCAPE DRAWINGS REQUIREMENTS. O9 TRAFFIC SIGNAL TO REMAIN 10 LIGHT POLE TO REMAIN 11 TRAFFIC SIGN, PROTECT IN PLACE 12 NOT USED 1� TRAFFIC SIGN, REPLACE PER CALTRANS STANDARDS 14 COMMERCIAL SIGN, PROTECT IN PLACE, OR REMOVE AND REPLACE, AS NEEDED 1� MONITORING WELL, PROTECT IN PLACE 16 STORM DRAIN/CATCH BASIN. PROTECT IN PLACE UNLESS OTHERWISE NOTED. 17 AT&T MANHOLE, PROTECT IN PLACE 18 USE EXTREME CAUTION NEAR GAS PIPELINES. 19 WATER METER TO REMAIN ® PULL BOX "ST. LIGHTING, HI VOLTAGE" TO BE RELOCATED 21 ELECTRICAL METER BOX TO REMAIN 2@ EXISTING MH TO BE REMOVED 2� TRAFFIC BOX TO REMAIN 24 UPS CABINET TO REMAIN 2� REFER TO DRAWINGS C1009 THROUGH C1011 FOR DEMOLITION IN THIS AREA. 26 MONITORING CABINET TO REMAIN 2� PROTECT RAISED MEDIAN IN PLACE 2® TEMPORARILY PATCH EXCAVATION IN EXISTING SIDEWALK FOR BYPASS PIPING WITH CONCRETE. REMOVE AND REPLACE FULL SIDEWALK PANEL AFTER REMOVAL OF SEWER BYPASS PIPING. 29 CONTRACTOR SHALL PROTECT EXISTING PEDESTRIAN RAMP DURING CONSTRUCTION. IF THE EXISTING RAMP IS ANY WAY DAMAGED BY CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE ALL FOUR RAMPS AT THE HOSPITAL ROAD AND NEWPORT BOULEVARD INTERSECTION TO MEET ADA REQUIREMENTS IN ACCORDANCE WITH CALTRANS STANDARDS, ALL AT NO ADDITIONAL COST TO THE DISTRICT. 3� REMOVE EXISTING ASPHALT FOR TRENCHING AND/OR GRIND AND OVERLAY. REMOVE HMA DIKE WHERE PRESENT. SEE CIVIL DRAWINGS. 31 EXISTING GUARDRAIL, REMOVE AND REPLACE WITH MIDWEST GUARDRAIL SYSTEM. SEE DWG C5002. 3� ABANDON EXISTING SEWER IN PLACE. FILL WITH CLSM AND PLUG CONNECTION PIPE WITH CONCRETE. CONTRACTOR SHALL MAINTAIN EXISTING FLOWS DURING CONSTRUCTION, SEE BYPASS REQUIREMENTS IN THE DRAWINGS AND PROJECT SPECIFICATIONS. 3� NOT USED ® TRAFFIC LOOPS TO REMAIN. 3� INSTALL MANHOLE FRAME AND COVER WITH COMPOSITE LOCKABLE FRAME AND COVER PER DETAIL 1,SEE SHEET C5006. 36 RELOCATE TRAFFIC SIGN PER CALTRANS REQUIREMENTS 3� REMOVE EXISTING SEWER PIPE AS NECESSARY FOR INSTALLATION OF PROPOSED SEWER. SEE CIVIL DRAWINGS. POTHOLE INFORMATION POTHOLE NUMBER 0 40 80 120 UTILITY SIZE MATERIAL DEPTH TO TOP, FEET 1* C1001 0.80 ELECTRICAL D PVC SCALE IN FEET 2* C1001 0.80 UKN, DUCT BANK 8" PVC 1.70 3 C1001 0.10 UKN UKN CEMENT/ CONCRETE 1.50 6* C1002 0.60 UKN UKN UKN 6.40 6* C1002 4" STL 2 3 UKN 4" STL 6* C1002 0.60 UKN 2" STL 2.80 CONDUIT ( ) Q 0.50 STORM DRAIN 18" 34 2.05 C1002 NONE STORM DRAIN 5'X4' REINF. CONCRETE 6.20 11 C1002 NONE STORM DRAIN UKN REINF. CONCRETE 8.25 6 ENCASED ' 0-0 a' �. EX MH -145 35 ' S L G (D)--- Q - - -�-- _-,�% ---------- ------------------------ -- - -- - -- I '�Iz �I�I 4 16 7 BURSTING �// 30 FOG EINE 18 12 CIP SS (C) PIT ' 10 1 / 29 I 23 NIDI 0 Z PH8 E01 �U fTl E �vi � rn - rn_ 2„ , 4„ STL C C uul I/ > -p I 16 12"VCP SS (C) 12"VCP SS (C) O rn i ��` 10 _ I 18" RCP SD (D) I Z 'n8 I 20 CALTRANS ROW a 15 30 26 28 28 I �15 21 14 �Q0 ' 19 I I 24 I 21 o F 5 oQ I I �N i T i- T� 0� opNq� DESIGNED BY: HERMANSON, GLENN QROFESSI o DRAWN BY: MARTINEZ, RICK ��o�, E HER,y�q� 0.- CHECKED BY: BICHETTE, RICH io w r 6659 * . 6-330-10-1 Ex 7 LINE IS 2 INCHES CONFORMED DRAWINGS 9/29/2016 JM 00- AT FULL SIZE civic Q A ADDENDUM NO. 1 6/2/2016 JM i� � (IF NOT 2"—SCALE ACCORDINGLY) rF of cA��E MARK DESCRIPTION DATE DRWN U 5-20-2016 =>o DEMOLITION LEGEND 7 z rn > 0 5 7 0 APPROXIMATE AREA OF CONCRETE OR AC REMOVAL FOR TRENCHING OR GRIND AND OVERLAY, SEE CIVIL DRAWINGS. FOR WORK AREA LIMITS IN THE STREET, SEE TRAFFIC CONTROL DRAWINGS --X--X-X--X-X--X--X-X--X-X- EXISTING SEWER TO BE ABANDONED IN PLACE AND FILLED WITH CLSM WORK AREA LIMITS IN LANDSCAPE AREAS, SEE NOTE E 1X 8" RCP SD (D)' NEWPp � R T B� VD 5'X 4 RCB SD (D) '/STgT 12"VCP SSC E RDUT () E55 FOG LINE EX MH -150 35 CURB -_ — -- � 100, I � O N 30 I W ~ 15"VCP S=) 8 12" VCP SS(C) W/ ENCASEMENT �Lj- CP SID O Q � PLAN 1 "=40' Q water and environment 15510-C ROCKFIELD BLVD SUITE 200 IRVINE CA, 92618 EXISTING IMPROVEMENT AND DEMO NOTES 1O REMOVE CONCRETE SIDEWALK FOR BURSTING PIT AND REPLACE. CURB TO REMAIN. IF DAMAGED BY CONSTRUCTION, REMOVE AND REPLACE CURB. O2 PULL BOX "ST. LIGHTING, HI VOLTAGE" TO REMAIN O3 PULL BOX "TRAFFIC SIGNAL, CALTRANS" TO REMAIN ® PULL BOX "STREET LIGHTING CALTRANS" TO REMAIN O5 PULL BOX, OTHER TO REMAIN © BACKFLOW PREVENTER TO REMAIN O7 IRRIGATION CONTROL VALVE TO REMAIN ® WORK AREA LIMITS. IN WORK AREA THERE IS IRRIGATED VEGETATION, PIPING AND SPRINKLERS. PROTECT IN PLACE, OR REMOVE AND REPLACE, AS NEEDED. REFER TO LANDSCAPE DRAWINGS REQUIREMENTS. O9 TRAFFIC SIGNAL TO REMAIN 10 LIGHT POLE TO REMAIN 11 TRAFFIC SIGN, PROTECT IN PLACE 12 NOT USED 1� TRAFFIC SIGN, REPLACE PER CALTRANS STANDARDS 14 COMMERCIAL SIGN, PROTECT IN PLACE, OR REMOVE AND REPLACE, AS NEEDED 1� MONITORING WELL, PROTECT IN PLACE 16 STORM DRAIN/CATCH BASIN. PROTECT IN PLACE UNLESS OTHERWISE NOTED. 17 AT&T MANHOLE, PROTECT IN PLACE 18 USE EXTREME CAUTION NEAR GAS PIPELINES. 19 WATER METER TO REMAIN ® PULL BOX "ST. LIGHTING, HI VOLTAGE" TO BE RELOCATED 21 ELECTRICAL METER BOX TO REMAIN 2@ EXISTING MH TO BE REMOVED 2� TRAFFIC BOX TO REMAIN 24 UPS CABINET TO REMAIN 2� REFER TO DRAWINGS C1009 THROUGH C1011 FOR DEMOLITION IN THIS AREA. 26 MONITORING CABINET TO REMAIN 2� PROTECT RAISED MEDIAN IN PLACE 2® TEMPORARILY PATCH EXCAVATION IN EXISTING SIDEWALK FOR BYPASS PIPING WITH CONCRETE. REMOVE AND REPLACE FULL SIDEWALK PANEL AFTER REMOVAL OF SEWER BYPASS PIPING. 29 CONTRACTOR SHALL PROTECT EXISTING PEDESTRIAN RAMP DURING CONSTRUCTION. IF THE EXISTING RAMP IS ANY WAY DAMAGED BY CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO REMOVE AND REPLACE ALL FOUR RAMPS AT THE HOSPITAL ROAD AND NEWPORT BOULEVARD INTERSECTION TO MEET ADA REQUIREMENTS IN ACCORDANCE WITH CALTRANS STANDARDS, ALL AT NO ADDITIONAL COST TO THE DISTRICT. 3� REMOVE EXISTING ASPHALT FOR TRENCHING AND/OR GRIND AND OVERLAY. REMOVE HMA DIKE WHERE PRESENT. SEE CIVIL DRAWINGS. 31 EXISTING GUARDRAIL, REMOVE AND REPLACE WITH MIDWEST GUARDRAIL SYSTEM. SEE DWG C5002. 3� ABANDON EXISTING SEWER IN PLACE. FILL WITH CLSM AND PLUG CONNECTION PIPE WITH CONCRETE. CONTRACTOR SHALL MAINTAIN EXISTING FLOWS DURING CONSTRUCTION, SEE BYPASS REQUIREMENTS IN THE DRAWINGS AND PROJECT SPECIFICATIONS. 3� NOT USED ® TRAFFIC LOOPS TO REMAIN. 3� INSTALL MANHOLE FRAME AND COVER WITH COMPOSITE LOCKABLE FRAME AND COVER PER DETAIL 1,SEE SHEET C5006. 36 RELOCATE TRAFFIC SIGN PER CALTRANS REQUIREMENTS 3� REMOVE EXISTING SEWER PIPE AS NECESSARY FOR INSTALLATION OF PROPOSED SEWER. SEE CIVIL DRAWINGS. POTHOLE INFORMATION POTHOLE NUMBER DRAWING NO. EXISTING AC PAVEMENT THICKNESS, FEET UTILITY SIZE MATERIAL DEPTH TO TOP, FEET 1* C1001 0.80 ELECTRICAL 2" PVC 4.90 2* C1001 0.80 UKN, DUCT BANK 8" PVC 1.70 3 C1001 0.10 UKN UKN CEMENT/ CONCRETE 1.50 6* C1002 0.60 UKN UKN UKN 6.40 6* C1002 0.60 UKN 4" STL 3.50 6* C1002 0.60 UKN 2" STL 2.80 8 C1002 0.50 STORM DRAIN 18" REINF. CONCRETE 2.05 10 C1002 NONE STORM DRAIN 5'X4' REINF. CONCRETE 6.20 11 C1002 NONE STORM DRAIN UKN REINF. CONCRETE 8.25 *MULTIPLE ULTILITES FOUND IN SAME POTHOLE. PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 ORANGE COUNTY DRAWING NO. EX CONDITIONS ABANDONMENT SANITATION DISTRICT G0006 AND DEMOLITION PLAN -1 6 OF 59 Ul 0 C am 1 r\ 7 NOTES: 1. PROJECT WORK ALONG NEWPORT BLVD IS WITHIN CALTRANS O RIGHT-OF-WAY. I C 2. SEE SHEET C1006 -C1008 FOR SEWER BYPASS PLAN CONCEPT. Z 3. UNLESS OTHERWISE NOTED, PROTECT EXISTING FACILITIES IN 1n P LAC E. n 4. WITHIN THE LIMITS OF THE BURSTING PIT, OVER EXCAVATE AND PLACE 12 INCHES OF TRENCH FOUNDATION MATERIAL WRAPPED IN n GEOTEXTILE BELOW THE PIPE BEDDING. SEE DETAIL 1 SHEET N C5001. + 5. EX PIPE FROM STATION 21+10.29 TO STATION 22+30= IS 12" O VCP (120 LF). EX PIPE FROM STATION 22+30= TO STATION O 24+58.53 IS 12" CIP (228 LF). j -n 6. BURSTING PIT AND CONSTRUCTION EXCAVATION SIZES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL SIZE THE PITS FOR ITS MEANS 0 AND METHODS. i N 7. THE OPEN CUT PIPELINE FROM MH -025 TO STATION 15+16.84 SHALL BE INSTALLED AT 0.002 FT/FT SLOPE MINIMUM, WITH THE INVERT OF THE NEW PIPELINE INTO MH -025 AT OR ABOVE PLAN ELEVATION OF INVERT OUT (13.2=, VERIFY IN FIELD). 1 "=40' CONSTRUCTION 8. BURIED STREET LIGHTING ELECTRICAL IS NOT SHOWN. LOCATE AND EXCAVATION, PROTECT STREET LIGHTING WIRE AND CONDUIT WITHIN EXCAVATION SEE NOTE 6 - -An AREAS. o ��� 9. THE EXACT LOCATION OF THE 4"G AT APPROXIMATE STATION SII ROUTE 55 - _ --- , 17+85 IS UNKNOWN. NO EXCAVATION MAY BE MADE BETWEEN STATE ,CQ� BUS �iZ C7 STATIONS 17+50 AND 18+00 UNTIL THE GAS PIPELINE HAS BEEN o lel ORT 8���'/ r I = POSITIVELY LOCATED AS TO HORIZONTAL AND VERTICAL POSITION. 2" RIND A OVERL . SEE N 10 NEWP ® SEE SHEET C1009 __- PAD r 0 80 it MH -135 `CONC �? �� - 10. CONTRACTOR SHALL RE -STRIPE ALL PAVEMENT MARKINGS WITHIN SEE SHEET C1009 STA 17+60.62 MEDIAN 15" RC SD (D) 2 0 AREAS SHOWN TO RECIEVE 2" GRIND AND OVERLAY ON THIS SCALE FEET i � I SEE DETAIL 1 CATCH _ SHEET. PAVEMENT MARKINGS SHALL CONFORM TO THE EX MH -020 C5003 CURB & BASIN ' - _ --►z REQUIREMENTS OF CALTRANS STANDARD PLANS A20A TO A20D SEE SHEET C1009 GUTTER - _ I� AND A24A TO A24E. MATERIALS SHALL CONFORM TO CALTRANS MH -025 ONC M N-- -- - SPECIFICATIONS. -STA 14+91.84(PRO T IN PLACE) I,I _ - - _ _ _ _ - : ___ l - - - N 11. CONTRACTOR SHALL PROTECT RAISED MEDIAN FROM 4 DIP SS (C) SEE DETAIL 1 SEE NOTE 11_ -_ --- _ N CONSTRUCTION TRAFFIC BY PROVIDING ACCESS RAMP(S) OR 24"DIP SS (C) N �- -- -- -- -- C5003 _ _ _ _� = _ - BUS STOP - I + SIMILAR PROTECTION DURING CONSTRUCTION. PROTECTION CURB 8c Id _� - ;SID ALK - STFTOC RE i 0 METHODS SHALL BE APPROVED BY THE ENGINEER. AT ITS OPTION, GUTTER 6+0 , �� �7_ 5'X 5' RCB SD (D).- MH -140 I C7 O THE CONTRACTOR MAY REMOVE AND REPLACE THE ENTIRE RAISED goo - --- - 4+0o I - - _ -� - -� �I CALTRANS STA 21+10.29 'rl MEDIAN IN KIND. IF THE RAMP IS DAMAGED DURING -'� BURSTING PIT 2 SEE NOTE 6 ROW SEE DETAIL 2 0 0 CONSTRUCTION, THE CONTRACTOR SHALL REMOVE AND REPLACE r6 WORK AREA ( ) - � C5003 O THE ENTIRE RAISED MEDIAN IN KIND. _ 6-E TRENCH 1 / DETAIL C5001 MH -025 u 14+91.84 J / MH -135 - 1210 STA +10.29 35 TOP OF MH=34.20 w STA 17+60.62 5 40 STA cl\l �APPROX EX TOP OF MH=38.66 TOP OF MH=44.09 GRADE APPROX EX PIPE CL I (]:� O L GRADE @ O O o o N N PIPE CL I L� 0 30 ] 0 0 3 635 , 0 (D 5X5 RCB D EX 8" 10 CD ao ^ Ld _ 00 rn RCB IS OFFSET CIP SS (D) + p E co v v HORIZONTALLY CONNECT TO IN + zo w�, Q Q FROM SS PIPE iN W v o I- I- NEW MH m 00 cn cn INV IN = 33.6= IQ Ld 25 0 BURSTING 3 = i(n cn w PIT 15 RCP SD (D) ZO Q o w LiJ dcn a EX 12" SS (D) _ N 20 BURSTING PIT CONNECT SEE NOTE 4 IU 20 25 Z `° STA 14+12.31 � � INV IN =13.39 NON NEW ,Q z N TOP OF MH= 33.48 INV OUT= 13.20 I� O EX MH -020 (FIELD VERIFY) 1 0 LO TO REMAIN ; ; S= 0.0078 0 o F INV IN=12.07 o Q 1 5 INV OUT=11.92 _ __- ----- S=0.0054 IDENTICAL 20 S=0.02A6 o ------------- ; ; - 4" DIP POINTS --------- X -24;, DIP EX 0.0152 - S= 0.0078 ,� E __S- ---- INV IN =15.48 (00 -------------------------- LJ S- 0.002 MIN INV OUT= 14.82 INV I N -18.20 PROFILE S N 10 (SEE NOTE 7) SEE NOTE 4 10 15 INV OUT= 18.16 HORIZ 1"=40' VERT 1"=4) ao (0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 DESIGNED BY: HERMANSON, GLENN o � QROFESSIpNq� oJ��� SAN I Tq T�o� o� DRAWN BY: MARTINEZ, RICK DISTRICT 6 TRUNK SEWER RELIEF LO 0CHECKED BY: BICHETTE, RICH ORANGE COUNTY 111.1 I.-Ld w 1 -- CONFORMED DRAWINGS 9/9/201 JM LINE IS 2 INCHES * 30-1 water and environment PLAN AND PROFILE Ex 6-30-17 SANITATION DISTRICT AT FULL SIZE CIVIL �Q 15510-C ROCKFIELD BLVD STA 13 + 00 TO STA 22 + 00 � � ADDENDUM N0. 1 6/2/201 JM � ��. "SUITE 200 � MARK DESCRIPTION DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) lF �F 'C'N � IRVINE CA, 92618 �^� THE U 5-20-2016 PROJECT NO. 6-17 DRAWING NO. Cl 001 8 OF 59 45 M 35 30 25 NEI 15 LIMITS REMOVE 50 LF OF EXVCP AND ,5 J RCB SD (D) N CONSTRUCTION INSTALL OPEN CUT 20,DR 17 SIDEWALK _ - - - - - '" EXCAVATION, SEE NOTE 6 HDPE (17.507" ID) WITHIN PIT BURSTING LIMITS. SEE TRENCH DETAIL 1 '' PIT 1 (SEE NOTE 6) 4" DUCT BANK N C5001 , REMOVE 25 LF EX 16" CIP AND 1 "= 40' 200 LF EX 15" VCP PIPE BURST \ 348 LF PIPE BURST 12" SS INSTALL OPEN CUT 22" DR17 244 LF EX 16" CIP PIPE BURST 100 LF EX 15" VCP PIPE BURST TO 20" DR17 (SEE NOTE 5) HDPE (19.257"ID), SEE TRENCH DETAIL C5001 TO 22" DR17 HDPE (19.257"ID) TO 20" DR17 HDPE (17.507"ID - HDPE (17.507"ID) TO 18 DR17 HDPE / fl a-, 760" ID) _ 6-E TRENCH 1 / DETAIL C5001 MH -025 u 14+91.84 J / MH -135 - 1210 STA +10.29 35 TOP OF MH=34.20 w STA 17+60.62 5 40 STA cl\l �APPROX EX TOP OF MH=38.66 TOP OF MH=44.09 GRADE APPROX EX PIPE CL I (]:� O L GRADE @ O O o o N N PIPE CL I L� 0 30 ] 0 0 3 635 , 0 (D 5X5 RCB D EX 8" 10 CD ao ^ Ld _ 00 rn RCB IS OFFSET CIP SS (D) + p E co v v HORIZONTALLY CONNECT TO IN + zo w�, Q Q FROM SS PIPE iN W v o I- I- NEW MH m 00 cn cn INV IN = 33.6= IQ Ld 25 0 BURSTING 3 = i(n cn w PIT 15 RCP SD (D) ZO Q o w LiJ dcn a EX 12" SS (D) _ N 20 BURSTING PIT CONNECT SEE NOTE 4 IU 20 25 Z `° STA 14+12.31 � � INV IN =13.39 NON NEW ,Q z N TOP OF MH= 33.48 INV OUT= 13.20 I� O EX MH -020 (FIELD VERIFY) 1 0 LO TO REMAIN ; ; S= 0.0078 0 o F INV IN=12.07 o Q 1 5 INV OUT=11.92 _ __- ----- S=0.0054 IDENTICAL 20 S=0.02A6 o ------------- ; ; - 4" DIP POINTS --------- X -24;, DIP EX 0.0152 - S= 0.0078 ,� E __S- ---- INV IN =15.48 (00 -------------------------- LJ S- 0.002 MIN INV OUT= 14.82 INV I N -18.20 PROFILE S N 10 (SEE NOTE 7) SEE NOTE 4 10 15 INV OUT= 18.16 HORIZ 1"=40' VERT 1"=4) ao (0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 DESIGNED BY: HERMANSON, GLENN o � QROFESSIpNq� oJ��� SAN I Tq T�o� o� DRAWN BY: MARTINEZ, RICK DISTRICT 6 TRUNK SEWER RELIEF LO 0CHECKED BY: BICHETTE, RICH ORANGE COUNTY 111.1 I.-Ld w 1 -- CONFORMED DRAWINGS 9/9/201 JM LINE IS 2 INCHES * 30-1 water and environment PLAN AND PROFILE Ex 6-30-17 SANITATION DISTRICT AT FULL SIZE CIVIL �Q 15510-C ROCKFIELD BLVD STA 13 + 00 TO STA 22 + 00 � � ADDENDUM N0. 1 6/2/201 JM � ��. "SUITE 200 � MARK DESCRIPTION DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) lF �F 'C'N � IRVINE CA, 92618 �^� THE U 5-20-2016 PROJECT NO. 6-17 DRAWING NO. Cl 001 8 OF 59 45 M 35 30 25 NEI 15 IQ C C E M CL 0 0 N LO w F oa �N o� o_N U I i� (� �N � - lo N o� o� U)LO U 00 �w U F W z .)X o0- / U) U L(E XM H - 0 2' \0BE P Li 1 1 1 -%JJ 1 vIV11 STATION #1 C CALTRANS ROW PLAN 1 "=100, 1. 2005 ADWF = 2005 Average Dry Weather Flow 2. 2005 PDWF = 2005 Peak Dry Weather Flow 3. 2030 PDWF = 2030 Peak Dry Weather Flow 4. 2030 PWWF = 2030 Peak Wet Weather Flow 5. Bypass Design Flow Rate - See Specification Section 02999 - Temporary Handling of Sewage Flow for requirements. DESIGNED BY: HERMANSON, GLENN QROFESSIpNqI DRAWN BY: MARTINEZ, RICK ��oV�, E HERMq�o�c CHECKED BY: BICHETTE, RICHckz m * tRMC CONFORMED DRAWINGS LINE IS 2 INCHES 29 2016 JM Ex • 6-30-130-1 water and environment7 15510-C ROCKFIELD BLVD 1� ADDENDUM NO. 1 5/2/2D1 6 JM AT FULL SIZE civet ��Q �� lF OF CA��ESUITE 200 MARK DESCRIPTION DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) 5-20-2016 IRVINE CA, 92618 ORANGE COUNTY SANITATION DISTRICT / 100 H-170 4Q NOTES: 1. BYPASS PUMPING CONCEPT IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR PREPARING A BYPASS PUMPING PLAN, DESIGN, INSTALLATION AND OPERATION OF BYPASS PUMPING SYSTEM IN ACCORDANCE WITH SPEC SECTION 02999 - TEMPORARY HANDLING OF SEWAGE FLOW. PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 DRAWING NO. OVERALL BYPASS SCHEMATIC CONCEPT C 1 006 13 OF 59 FLOW RATES (MGD) Manhole 2005 2005 2030 2030 Bypass Design ADWF (1) PDWF (2) PDWF (3) PWWF (4) Flow Rate (5) Notes MH -025 1.73 2.52 2.80 6.27 6.27 MH -135 1.73 2.52 2.80 6.27 6.27 MH -135 (Sewer Trunk In) 0.24 0.35 0.39 1.11 1.11 Bypass Pump Station #1C Required Capacity MH -140 1.49 2.17 2.41 5.16 5.16 2030 peak wet weather flow MH -140 (Sewer Trunk In) 0.08 0.12 0.14 0.29 0.29 Bypass Pump Station #113 Required Capacity MH -145 1.41 2.05 2.27 4.87 4.87 MH -150 1.41 2.05 2.27 4.87 4.87 MH -155 1.41 2.05 2.27 4.87 4.87 2030 peak wet weather flow MH -165 1.41 2.05 2.27 4.87 4.87 Bypass Pump Station #1A Required Capacity MH -170 1.41 2.05 2.27 4.87 2.05 Bypass Pump Station #213 Required Capacity MH -170 (Sewer Trunk In) 0.08 0.12 0.14 0.29 0.14 Bypass Pump Station #2C Required Capacity 1. 2005 ADWF = 2005 Average Dry Weather Flow 2. 2005 PDWF = 2005 Peak Dry Weather Flow 3. 2030 PDWF = 2030 Peak Dry Weather Flow 4. 2030 PWWF = 2030 Peak Wet Weather Flow 5. Bypass Design Flow Rate - See Specification Section 02999 - Temporary Handling of Sewage Flow for requirements. DESIGNED BY: HERMANSON, GLENN QROFESSIpNqI DRAWN BY: MARTINEZ, RICK ��oV�, E HERMq�o�c CHECKED BY: BICHETTE, RICHckz m * tRMC CONFORMED DRAWINGS LINE IS 2 INCHES 29 2016 JM Ex • 6-30-130-1 water and environment7 15510-C ROCKFIELD BLVD 1� ADDENDUM NO. 1 5/2/2D1 6 JM AT FULL SIZE civet ��Q �� lF OF CA��ESUITE 200 MARK DESCRIPTION DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) 5-20-2016 IRVINE CA, 92618 ORANGE COUNTY SANITATION DISTRICT / 100 H-170 4Q NOTES: 1. BYPASS PUMPING CONCEPT IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR PREPARING A BYPASS PUMPING PLAN, DESIGN, INSTALLATION AND OPERATION OF BYPASS PUMPING SYSTEM IN ACCORDANCE WITH SPEC SECTION 02999 - TEMPORARY HANDLING OF SEWAGE FLOW. PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 DRAWING NO. OVERALL BYPASS SCHEMATIC CONCEPT C 1 006 13 OF 59 Ul 0 C C E M CL 0 N � — I N 0 � o� U)LO U 00 �w U F W Z -.)X 00- / U) U CALTRANS ROW--_--__�I---- ATE ROUTE 55: EX CONIC N E �Ip WPORT BLVD'/ST MEDIAN i f rYl EX MH -020 (72" DIA) BYPASS PUMPING DISCHARGE LOCATION. SEE NOTE 3 7EX 24" DIP�- TEMPO BYPASS PIPING, SEE NOTE 2 — M _—__=- EX MH -025 X 24" DIP TO BE REPLACED �BURSTING P I T 4 � t= --mss WORK AREA LIMITS � U7 �6" GAS IN 16" \ �- STL CASINGD ( ) WORK AREA / �- E 6" GAS (D SEE NOTE 2 CONFORMED DRAWINGS 1� ADDENDUM NO. 1 MARK DESCRIPTION INSTALL BYPASS PIPING IN SHALLOW TRENCH ACROSS OLD NEWPORT/NEWPORT BLVD TRANSITION ROAD. SEE NOTE 4 DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK CHECKED BY: BICHETTE, RICH 120 2016 JM LINE IS 2 INCHES 3 22016 JM AT FULL SIZE DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) PLAN 112=40) PLAN �-EX MH -135 TO BE REPLACED PLUG AND BYPASS ; BURSTI - PUMP FROM EX 12" SS PIT Ss WORK AREA LIMITS - BYPASS PUMP STATION #1 C NEWPORT BLVD ./STATE ROUTE 55 EX 15" VCP SS TO BE PIPE BURST EX CATCH-- BASIN ATCHBASIN P -u 1 ?" V(P Cq TO QROFESSIpNgI HER,y�q�o � z m o. Ex • 6-330-10-1 7 water and environment * CIVIL ��Q 15510-C ROCKFIELD BLVD lF OF CA��SUITE 200 5-20-2016 IRVINE CA, 92618 PLUG AND BYQASS FROM EX 18" S BYPASS PUMP STATION #1 B- CALTRANS ROW � EX DRAIN INLET SEX MH -150 GAS IN GQ/ STL CASINC Rb/ QA-/ / 2±00 _ EX g» SAS (p� TEMPORARY BYPASS PIPING. SEE NOTE 2 EX MH -140 TO BE REPLACED I EX 15" VCP SS TO BE CIPP-LINED CB ORANGE COUNTY SANITATION DISTRICT I NOTES: 1. BYPASS PUMPING CONCEPT IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR PREPARING A BYPASS PUMPING PLAN, DESIGN, INSTALLATION AND OPERATION OF BYPASS PUMPING IN ACCORDANCE WITH SPEC SECTION 02999 - TEMPORARY HANDLING OF SEWAGE FLOW. 2. TEMPORARY BYPASS PIPING SHALL BE LAID ON THE GROUND SURFACE AND SECURED FROM MOVING UNLESS OTHERWISE NOTED. TEMPORARY BYPASS PIPING THAT CROSSES PEDESTRIAN WAYS SHALL COMPLY WITH ADA ACCESS FOR ABOVEGROUND PIPING. BYPASS SYSTEM SHALL BE BURIED AT NO ADDITIONAL COST TO THE DISTRICT IF PIPE IS TOO LARGE OR ADA COMPLIANT RAMP ANGLE IS NOT OBTAINABLE. BYPASS PIPING WITHIN STREETS SHALL BE BURIED. 3. BYPASS PIPING AND EQUIPMENT WILL ONLY BE ALLOWED BETWEEN MH -145 AND MH -020 DURING THE PIPE BURSTING OPERATION. THE CONTRACTOR SHALL STAGE ITS BYPASS PUMPING OPERATION SUCH THAT THE BYPASS PIPING FROM BYPASS PUMP STATIONS #1A, #1B AND # 1 C SHALL DISCHARGE TO EX. MH -020 UNTIL COMPLETION OF ALL PIPE BURSTING. THE FOLLOWING SHALL OCCUR AFTER COMPLETION OF PIPE BURSTING AND CONSTRUCTION WITHIN 24 -HOURS AFTER THE PIPE IS SUCCESSFULLY TESTED: • ALL TEMPORARY BYPASS PIPING AND EQUIPMENT BETWEEN MH -020 AND MH -145 SHALL BE REMOVED, INCLUDING BYPASS PUMP STATION #113 AND #1 C • THE BYPASS PIPING FROM BYPASS PUMP STATION #1A SHALL BE RECONFIGURED TO DISCHARGE TO MH -145, IF NECESSARY. • THE NEW SEWER FROM MH -145 TO MH -025 SHALL BE PUT IN SERVICE. 4. BURY TEMPORARY BYPASS PIPING ACROSS ROAD WITH 2 FEET MINIMUM COVER AND RESTORE PAVEMENT PER DETAIL 2/C5002. AFTER DECOMMISSIONING THE BYPASS SYSTEM, EXCAVATE AND REMOVE THE TEMPORARY PIPE, BACKFILL THE TRENCH WITH CAB COMPACTED TO 95% RELATIVE COMPACTION AND APPLY PERMANENT PAVEMENT PATCH PER DETAIL 2/C5002. IN SIDEWALKS, TEMPORARILY TRENCH ACROSS EXISTING SIDEWALK FOR PIPE INSTALLATION AND CAP WITH CONCRETE. AFTER PIPE REMOVAL, REMOVE AND REPLACE A FULL PANEL OF SIDEWALK (EACH SIDE OF ROAD) TO THE NEAREST CONTROL JOINTS. DISTRICT 6 TRUNK SEWER RELIEF ENLARGED BYPASS CONCEPT SCHEMATIC -1 PROJECT NO. 6-17 DRAWING NO. C1 007 14 OF 59 Ul ►I► II III III II III III II III III II ,I ti x 0 10 20 30 NEWPORT BLVD ./STATE ROUTE SCALE IN FEET 2" AC GRIND AND — — — — t?LECTRICAL CT EX — — - PULLBOX OVERLAY EX SIGN.LANE LINE PRO�"T IN PLACE 33.24FSx ri SEE NOTE 1 AND 1 III — I I IL 24" DIP II S III a 33``83 Tea d e — v 1 6 I I �,D IEX CURB II AND GUTTER II III EX SIDEWALK--- PROTECT IDEWALKPROTECT I I EX TREE C x E M CL N 0 N ob � — lo N o� o� U)LO U 00 �w U F W z .)X 0� / U) U A 34. 0 1 Fv e 389 24" DIP A e D e EPB a d D a O �= °e —EX MH -025 TO BE REPLACED. 1 SEE DETAIL C5003 RIM TO BE FLUSH WITH GRADE A A, 338 CLTG e e a0 < Q A A eD e e e o a a A d a \ ae 15400 e e z ---- CON CR2TLE/� ZEX. I---- CONTROL----GE3�L�`R 33_ g�J 01 N T X32 2.O t —EX GUTTER LIP —EX CURB Off, AND GUTTER C-, X22" HDPE 12 TC D -EX 16" CIP SS L \—EX SIDEWALK EX CON TR — EX TOP PROTECT _SLOPE ;O EX TREE 29. �3 30 G — O—_- EX TOE OF 2g 27.07TOE , SLOPE ___ TOP OF —SLOPE 'I ---__-- 27 EX CURB OLD NEWPORT BLVD 27. D C PLAN MH -025 001111111110w--� 1))=10) 0 1.0 2.0 3 1 0 PLAN MH -135 1 "=1 0' DESIGNED BY: HERMANSON, GLENN QROFESSIpNq� DRAWN BY: MARTINEZ, RICK ��oV�, E HEP,yMq�o�c CHECKED BY: BICHETTE, RICH z m CONFORMED DRAWINGS 9/29/201 o. 6659 JM LINE IS 2 INCHES * Ex . 6-30-17 Al ADDENDUM NO. 1 6/2/2016 JM AT FULL SIZE CIVIL Q MARK DESCRIPTION IDATEIDRWN (IF NOT 2" -SCALE ACCORDINGLY) lF 'N- OF cA�5— 5-20-2016 t)RMC water and environment 15510-C ROCKFIELD BLVD SUITE 200 IRVINE CA, 92618 SEE NOTE 1 AND NOTES: 1. REMOVE EXISTING SIDEWALK, CURB AND GUTTER AND REPLACE TO THE NEAREST CONSTRUCTION JOINTS. MINIMUM DIMENSIONS ARE SHOWN. 2. BURIED STREET LIGHTING ELECTRICAL LINES IN THE SIDEWALK ARE NOT SHOWN. LOCATE AND PROTECT STREET LIGHTING WIRE AND CONDUIT WITHIN EXCAVATION AREAS. EXISTING CURB AND GUTTER TO BE REMOVED AND REPLACED PER CITY OF NEWPORT BEACH STANDARD DRAWING STD -180—L SIDEWALK WITH STANDARD CURB DETAIL , NTS 001111111111011--� 0 1 10 20 30 SCALE IN FEET 'A ( 4-�-W S 40.42FS 2" AC GRIND AND EX MH -140 TO OVERLAY BE REPLACED LANE LINE SEE DETAIL RIM TO BE EC�' GUTTER LIP FLUSH WITH GF EX CURB AND GUTTE EX SIDEWALK _EX CONTROL JOINT on" unDF cc ORANGE COUNTY SANITATION DISTRICT RIND /ERLAY FA 44.7JFS%� / / NEWPORT BLVD./ STATE ROUTE 55 / / 44.57FS x 98FS SEX BUS CONS AD PLAN MH -140 V1=101 DISTRICT 6 TRUNK SEWER RELIEF MH ACCESS IMPROVEMENTS MH -025, MH -1 35 AND MH -1 40 18" HDPE SS PROJECT NO. 6-17 DRAWING NO. C1009 16 OF 59 Il 0' Oo (P0 op 0" MIN L CONTROLLED LOW - STRENGTH MATERIAL B (CLSM) � PIPE BEDDING (SEE NOTE 2) -----' C ❑c E 0 N 0) (0 r � N ob ( — lo N o� o� U)LO U 00 �w U F wz .)X o0- / U) U k i /-� T r r-, FOR SURFACE 2 1 2 3 FINISH DETAILS SEE - C5002 C5002 C5002 EX AC ' AND BASE ° °.o WHERE SHOWN 0 0 TRENCH BACKFILL: CRUSHED AGGREGATE BASE OR CLSM PER SPECIFICATION %TRENCH SECTION 02200. COMPACT CAB TO AT LEAST 95% RELATIVE BACKFILL COMPACTION USING 8" MAX LIFTS IN UPPER 30—INCHES OF THE TRENCH MEASURED FROM FINISHED SURFACE. COMPACT TO AT LEAST 90 PERCENT FROM THE TOP OF THE PIPE if ZONE TO 30" BELOW THE FINISHED SURFACE, SEE NOTE 6. o 0 ° 0 0 ° 8" MIN, 12" MAX U O o 0 PIPE ZONE - ----- 0� ----- -0- o --------------------- PIPE SPRINGLINE ° o ° o ° 0 0 r— 6" MIN O " p U 0 O p ° 0 OO ° 00 0 0 0 0 (Z!, 0 WHERE SHOWN IN THE DRAWINGS OVER EXCAVATE BOTTOM OF TRENCH --/AND PLACE 12" MIN FOUNDATION MATERIAL PER SPECIFICATION SECTION 02200 WRAPPED IN CROSS SECTION VIEW GEOTEXTILE FABRIC WITH 12" MIN OVERLAP. NO SCALE 1. IF TRENCH SHORING EXTENDS BELOW THE PIPE SPRINGLINE WHILE CLSM IS PLACED, ADDITIONAL CLSM SHALL BE ADDED TO THE VOIDS CREATED WHEN SHORING IS REMOVED. 2. PIPE BEDDING SHALL BE CRUSHED AGGREGATE BASE OR CLSM PER SPECIFICATION SECTION 02200. 3. FOR CLSM, THE MINIMUM 28—DAY COMPRESSIVE STRENGTH SHALL BE 50—PSI AND THE MAXIMUM 28—DAY COMPRESSIVE STRENGTH SHALL BE 120—PSI. THE COMPRESSIVE STRENGTH WILL BE DETERMINED IN ACCORDANCE WITH ASTM C 4832. 4. FOR CLSM USED AS PIPE ZONE BACKFILL, THE MINIMUM SLUMP SHALL BE 7—INCHES. 5. NO EQUIPMENT, TRAFFIC, OR BACKFILL SHALL BE ALLOWED ON CLSM UNTIL THE CLSM INSTALLATION PASSES THE BALL DROP TEST SPECIFIED IN ASTM D 6024. IF NECESSARY, THE CONTRACTOR SHALL PROVIDE STEEL TRENCH PLATES THAT SPAN THE TRENCH UNTIL THE CLSM HAS REACHED THE REQUIRED STRENGTH. 6. CLSM SHALL NOT BE USED AS TRENCH BACKFILL ZONE IN THE VICINITY OF LANDSCAPING. TRENCH BACKFILL larlmondc4a DETAIL , NTSVAR -RESTORE LANDSCAPING TO BETTER THAN OR EQUAL TO EXISTING CONDITION. SEE LANDSCAPE PLANS 1111=1111= 0" CLASS A TOPSOIL TRENCH BACKFILL LANDSCAPED AREAS ELINE ------------ LIMITS OF TRENCH EXCAVATION Lr CIS 12" MIN 12" MIN OR PLACE CLSM TO TH SPRINGLINE OF EXISTING UTILTIIE WHERE TRENCH PLUG IS SHOWN AT EXISTING UTILITY CROSSINGS CLSM TRENCH PLUG NOTE: PLAN 1. TRENCH PLUGS TO BE CONSTRUCTED PIPE BE WHERE SHOWN ON THE PLANS AT MINIMUM OF 3 FEET CLEAR FROM ANY PIPE JOINT. 8" NOMINAL LP ZRP DETAIL 4 N TS OLTS ARE THE SAME AS ;TANDARD POSTS 1-- 3/8" HOLES 6"x8" (NOMINAL) WOOD POST ONLY 13'-6 1/2" RAIL ELEMENT 1—OMITTED POST RAIL SPLICE (NP) __\ 12'-6" TRENCH PLUG DETAIL r3 NTSVAR 13'-6 1/2" RAIL ELEMENT SECTION 13'-6 1/2" RAIL ELEMENT 1. VERTICAL WALL TRENCH IS SHOWN. COMBINED SLOPING AND VERTICAL WALL TRENCH IS LP3 \ LP2 \ LP1 \ SEE DETAIL / RP1 / RP2 / RP3 SIMILAR. ADJUST SURFACE WIDTHS AND SAW—CUT LINES FROM EDGE OF SLOPING WALLS. r4__� 2. SEE DETAIL 1, THIS SHEET AND SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. SURFACE FINISH -LANDSCAPED AREA DETAIL 2 NTS VAR DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK BICHETTE, RICHcl CHECKED BY: w ck LINE IS 2 INCHES CONFORMED DRAWINGS 9/29/201 E JM ADDENDUM NO. 1 6/2/2016 JM AT FULL SIZE MARK DESCRIPTION IDATEIDRWN (IF NOT 2"—SCALE ACCORDINGLY) QROFESSi I E HERy�q� oZ m 0. 6659 )RMC P. 6-30-17 water and environment CIVIL ��Q 15510-C ROCKFIELD BLVD OF CA��SUITE 200 5-20-2016 IRVINE CA, 92618 ONE OR TWO WAY TRAFFIC DETAIL r5 NTS C500 ORANGE COUNTY SANITATION DISTRICT PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 DRAWING NO. TRENCH AND GUARDRAIL DETAILS C5001 20 OF 59 I I I I I I I I FG I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BURIED OBSTRUCTION I I I I I I I I I I I I I I I I LJ� I I LJ� I I LJ� I I I L ----------------------J //0'1,L J I %�I / LJ I %�I / LJ I 1. VERTICAL WALL TRENCH IS SHOWN. COMBINED SLOPING AND VERTICAL WALL TRENCH IS LP3 \ LP2 \ LP1 \ SEE DETAIL / RP1 / RP2 / RP3 SIMILAR. ADJUST SURFACE WIDTHS AND SAW—CUT LINES FROM EDGE OF SLOPING WALLS. r4__� 2. SEE DETAIL 1, THIS SHEET AND SPECIFICATIONS FOR BACKFILL MATERIAL AND COMPACTION REQUIREMENTS. SURFACE FINISH -LANDSCAPED AREA DETAIL 2 NTS VAR DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK BICHETTE, RICHcl CHECKED BY: w ck LINE IS 2 INCHES CONFORMED DRAWINGS 9/29/201 E JM ADDENDUM NO. 1 6/2/2016 JM AT FULL SIZE MARK DESCRIPTION IDATEIDRWN (IF NOT 2"—SCALE ACCORDINGLY) QROFESSi I E HERy�q� oZ m 0. 6659 )RMC P. 6-30-17 water and environment CIVIL ��Q 15510-C ROCKFIELD BLVD OF CA��SUITE 200 5-20-2016 IRVINE CA, 92618 ONE OR TWO WAY TRAFFIC DETAIL r5 NTS C500 ORANGE COUNTY SANITATION DISTRICT PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 DRAWING NO. TRENCH AND GUARDRAIL DETAILS C5001 20 OF 59 0 C C 1 0.15' HMA (TYPE B) 0.25RUBBERIZED HMA (GAP GRADED) SAWCUT FULL DEPTH AND APPLY AND TACK COAT 2" GRIND AND OVERLAY NO. 3 LANE____l FOG LINE—/ RECOMPACT EXISTING BASE MATERIAL TO 95% COMPACTION REMOVE AND RECONSTRUCT ENTIRE HMA SHOULDER TO FOG LINE REMOVE AND REPLACE HMA DIKE WITH NEW HMA DIKE, TYPE VARIES, SEE PLANS L12" CTB TRENCH BACKFILL SEE DETAIL 1 C5001 NOTE: THIS DETAIL SHALL BE USED IF THE CONTRACTOR'S TRENCHING OPERATIONS RESULT IN DAMAGE TO THE EXISTING HMA SHOULDER TO A DEPTH OF MORE THAN 2" BELOW THE FINISHED SURFACE OF AC, WHICH IS THE GRIND AND OVERLAY DEPTH. CONTRACTOR SHALL REPLACE THE ENTIRE HMA SHOULDER AT NO ADDITIONAL COST, AS SHOWN, IF THE SHOULDER DAMAGED. 2" GRIND AND OVERLAY AND REPLACEMENT OF HMA DIKE SHALL BE PERFORMED REGARDLESS OF WHETHER THE SHOULDER IS DAMAGED. CALTRANS SHOULDER REPAIR DETAIL L:) NTS VAR TRAFFIC LANE REMOVE EX HMA DIKE AND 00 00 /h/ REPLACE WITH HMA DIKE PER LINE // CALTRANS STANDARD PLAN FOG LINE A8713, TYPE C TYPE F HMA DIKE E / CURB /159' 2' Pa (0LO �o ob�— O N O\ 0 N N \ U � 00 �w U � w? :)W 00 - of in �g C� R TYPES OF PA VEMENT REPLACEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE_ SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 AND 15 DOWEL, 18 O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT: A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. C. COLD PLANE EXISTING A.C. PAVEMENT (2" MINIMUM DEPTH). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. * NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT EXIST. OR CURB AND GUTTER. A.C. PVT** Ac PVT ** * 5' MIN. CONTACT EXIST. ** A.r- PVT. ASPHALT TRENCH RESTORATION EXIST. P.C.C. PVT.** EDDING AND U PER SID. -106-L DETERMINED BY THE 711GINaW CONCRETE TRENCH RESTORATION NOTE STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIEDIRESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORA71ON TO BE DETERMINED BY THE FIELD ENGINEER. REWSED 6/2002 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT RCE NO. 3610' TRENCH RESURFACING Drawn by, 2 DRAWINGNO. STD -105-L-13 SURFACE FINISH—CITY OF NEWPORT BEACH DETAIL 2 NTS VAR REMOVE EX HMA DIKE AND NEWPORT BLVD./ REPLACE WITH HMA DIKE PER CALTRANS STANDARD PLAN STATE ROUTE 55 A876, TYPE F - -- MGS END H o ---� // TREATMENT STAI 32+9g DRAIL, � r EX R --- BEGIN EM ANKMENT -------------- 48.74 _ _ _ _ _ PROTEC — — —- - - - _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DESIGNED BY: HERMANSON, GLENN QROFESSIpNq� DRAWN BY: MARTINEZ, RICK �``O�� E HERM��o�c CHECKED BY: BICHETTE, RICHt�RMC z m LINE IS 2 INCHES * 6659 ,� water and environment CONFORMED DRAWINGS 929 201 JM Ex . 6-30-17 Al ADDENDUM N0. 1 6/2/2016 JM AT FULL SIZE CIVIL ��P 15510-C ROCKFIELD BLVD IF NOT 2" -SCALE ACCORDINGLY TF OF CA��Fo� SUITE 2 A MARK DESCRIPTION DATE DRWN 5-20-2016 IRVINE CA, 92618 SAWCUT FUEL DEPTH BACKFILL ZONE SEE NOTES 4 & 5 PIPE ZONE SEE NOTE 3 NOTES: FOP EXTENDED REMOVAL (SEE NOTE 2) REPLACEMENT PAVEMENT 8" (200 MM) A.C- OR P -C -C. MINIMUM A.C. EXISTING 1 PAVEMENT(- 251MM) (A) r(B) (A) (B) UNDER 24" 12" (300 MM) 24" AND OVER 18" (450 MM) 36"(900 MM) MIN, 12` MIN. WARNING TAPE (30a MAA) (OPTIONAL) 6" MIN,Kr D' NJ8" MAX.I(20O MM) r • 1�• 1v lr w �r �� 1r �� �� 1 1 •r • SEE SHEET 2 OF 2 NOTES: 1- ALL OPEN TRENCH AND EXCAVATION OPERATIONS SHALL CONFORM TO SECTION 306 OF THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION- (GREENBOOK). 2. ALL SAWCUTS SHALL BE A STRAIGHT, CLEAN LINE. IF THE TRENCH SAWCUT LINE FALLS WITHIN 36 INCHES OF AN EDGE OF CONCRETE, CURB FACE, JOINT, LANE LINE, OR ANOTHER SAW CUT LINE, THE EXISTING ASPHALT CONCRETE PAVEMENT BETWEEN THE TRENCH TO THE EDGE OF CONCRETE, CURB FACE, JOINT, LANE LINE. OR OTHER SAWCUT LINE SHALL BE REMOVED AND REPLACED - 3, BACKFILL OF THE 'PIPE ZONE' SHALL BE IN ACCORDANCE WITH THE GUIDELINES OF THE UTILITY- C-M.B. SHALL BE REQUIRED IF NO OTHER MATERIAL IS SPECIFIED BY THE UTILITY. NO NATNE MATERIAL SHALL BE ALLOWED - 4. C.M-B- SHALL BE UTILIZIED FOR MATERIAL IN THE 'BACKFILL ZONE" FOR ALL TRENCHES GREATER THAN 12 INCHES IN WIDTH- NO NATIVE MATERIAL SHALL BE ALLOWED- THE C.M.B. IS TO BE COMPACTED TO 90% MAXIMUM DENSITY TO A POINT 24 INCHES BELOW THE ROADWAY SURFACE, WITHIN THE REUNNING 24 INCHES OF THE ROADWAY SURFACE, THE C.M-B- SHALL BE COMPACTED 95% MAXIMUM DENSITY. 5. SLURRY (CLASS 100-E-100) WILL BE ALLOWED IN THE 'BACKFILL ZONE-, ONLY IF THE TRENCH IS EQUAL TO OR LESS THAN 12 INCHES IN WIDTH, A 5 INCH THICK LAYER OF C.M.B.. COMPACTED TO 95% MAXIMUM DENSITY, SHALL BE REQUIRED ABOVE THE SLURRY AND BELOW THE ASPHALT CONCRETE PAVEMENT SECTION - 6. THE SURFACE COURSE OF THE ASPHALT CONCRETE PAVEMENT (A MINIMUM OF 2 INCHES) SHALL BE 1/2 INCH MATERIAL, AND THE BASE COURSE OF THE ASPHALT CONCRETE PAVEMENT SHALL BE 3/4 INCH MATERIAL. IF THE EXISTING PAVEMENT SECTION CONTAANS A.R.H.M., THE REPLACEMENT SECTION SHALL INCLUDE A_R.H.M. THE MINIMUM THICKNESS OF THE ASPHALT CONCRETE REPLACEMENT SECTION SHALL BE 8 INCHES. 7. IF CEMENT TREATED MATERIAL 15 ENCOUNTERED, THE PROPOSED ROADWAY STRUCTURAL SECTION IS TO BE APPROVED BY THE CITY ENGINEER. B. WORK ON STREETS DESIGNATED ON THE CITY'S MORATORIUM LIST SHALL REQUIRE ADDITIONAL PAVEMENT RESURFACING AS OUTLINED IN THE MORATORIUM REQUIREMENTS, WHICH MAY CONSIST OF SLURRY SEAL, MILL AND OVERLAY, OR RECONSTRUCTION. 9. MATERIALS TESTING PER GREENBOOK SUBSECTION 306-1-3 AND 306-1-5. 10, NO TUNNELING UNDER CURBS AND GUTTERS, SPANDRELS, CROSS -GUTTERS, OR SIDEWALKS WILL BE ALLOWED. 11- CONTACT SURFACES OF EXISTING PAVEMENT AND CONCRETE SURFACES SHALL BE GIVEN A TACK COAT BEFORE PLACING PERMANENT ASPHALT CONCRETE PAVEMENT. ALL JOIN LIMITS BETWEEN THE NEW PAVEMENT AND THE EXISTING PAVEMENT SHALL BE SEALED WITH TACK COAT. 12. ALL TRAFFIC CONTROL AND LANE CLOSURES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE 'WORK AREA TRAFFIC CONTROL HANDBOOK' (WJA-T.C.H.). 13. ALL TRAFFIC STRIPING. LOOPS, MARKINGS, AND PAVEMENT MARKERS DAMAGED BY THE CONTRACTOR DURING CONSTRUCTION SHALL BE REPLACED TO THE SATISFACTION OF THE CITY AND CONFORM TO CITY STANDARDS WITHIN 48 HOURS OF RESURFACING - CITY of COSTA MESA TRENCH DETAIL CITY of COSTA MESA TRENCH DETAIL PUBLIC SERVICES DEPARTMENT PUBLIC SERVICES DEPARTMENT STO. OWC. NO. APPROVED BY: OZ r, APPROVED BY: j cR.+csro wuaox rr crCr•O"Ecrr amu•+. Nwrt•s pR[crpR Of Pu cx"EITG wusoJVcrr, icW;,?71c_cpt =LjApW YO 813 OPECTOR Or Pusuc >i FILE NAME: STD-813.DWG REVISEO: REMOVE EXISTING GUARDRAIL, (540 LF) MONITORING WELL. PROTECT IN PLACE SHIT, 1 OF 2 FILE NAME: 570-813.DWG REVISED; SURFACE FINISH—CITY OF COSTA MESA DETAIL s NTS VAR MGS, REFER TO CALTRANS STAND ­ PLANS PLANS FOR BALA OF INFORMATION EDGE OF AC DIKI OMIT ONE POST PER DETAIL 5 TO AVOID PROPOSED INLET C5001 REMOVE EXISTING DRAINAGE INLET AND 6" PIPE (9 LF) AND REPLACE WITH TYPE OL -7 DRAINAGE INLET PER CALTRANS STANDARD PLAN D72 (H=3') PLAN 4 X55 1 =20 Inn C1003 STD, DWG. MC_ Fz 813 SHT- 7 OF 7 TYPICAL MISS SECTION A NTS I ' I II I II END ANCHOR ISI END GUARDRAIL STA 37+85.5 II I II I II I II I � — — — — \\ IReTlnnl oro ��o— -- — — Lf`� T1AT/TT — L- ---_ lu — — O DISTRICT 6 TRUNK SEWER RELIEF ORANGE COUNTY SANITATION DISTRICT PAVEMENT AND GUARDRAIL AREA DETAILS 38+ PROJECT NO. 6-17 DRAWING NO. C5002 21 OF 59 I 0 C E CL 0 0 0 N It 11-1 LO w F oa r7 N o� oN U I 7a- (000 �N oNo cO — lo -'d- N o� o� U)LO U 00 � w U w? .)X 00- / U) U 16 (V 12" MIN 24' MAX 12 e� z SEE STD DWG S-056 v 12" MIN 1 12" � B W 10 D A O 6" 36" 24" W 72" W 36" U) 39"-54" 0 8" cy) 48" XX HYDROPHILIC WATERSTOP (TYP ALL AROUND), PREP PIPE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS- e� z SEE STD DWG S-056 v 12" MIN 1 12" � 2 NOTE: 1. MANHOLE DEPTH GREATER THAN 30', DIMENSION 'A' PER PLANS. SEE PLANS FOR PIPE SIZES OVER 54". 2. MANHOLE BEDDING SHALL BE THE SAME THICKNESS AND CLASS AS THE PIPE BEDDING. 3. ECCENTRIC MH CONES SHALL BE INSTALLED WITH THE VERTICAL SIDE OF THE CONE FACING DOWNSTREAM. PIPE SIZE (I.D.) B I 10 D A 5 5 5A 5B 3 6" 36" 24" 2 NOTE: 1. MANHOLE DEPTH GREATER THAN 30', DIMENSION 'A' PER PLANS. SEE PLANS FOR PIPE SIZES OVER 54". 2. MANHOLE BEDDING SHALL BE THE SAME THICKNESS AND CLASS AS THE PIPE BEDDING. 3. ECCENTRIC MH CONES SHALL BE INSTALLED WITH THE VERTICAL SIDE OF THE CONE FACING DOWNSTREAM. PIPE SIZE (I.D.) A B C D 8"-24" 60" 6" 36" 24" 27"-36" 72" 7" 36" 32" 39"-54" 84" 8" 36" 48" ■.r 0 CONCRETE ENCASEMENT 6" MIN. THICKNESS IN UNPAVED AREAS WELDED WIRE FABRIC O HYDROPHILIC WATERSTOP (TYP ALL AROUND), PREP PIPE AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS 8" MIN. 12" MIN. _ 7 #6@12"EW ELEVATION VIEW A -A NTS NEW PVC LINED MANHOLE FOR NEW SEWERS NEW POURED BASED W/ MAN MADE CHANNEL NOTES: O1 MANHOLES SHALL HAVE 4000 # (CLASS "A"), CONCRETE BASES WITH #6 (19 MM) BARS @ 12" E.W. SIDES OF BASE SHALL BE FORMED BY EITHER WOOD FORMS OR SANDBAGS. BASE MAY BE EITHER CIRCULAR OR RECTANGULAR. IF CIRCULAR, THE AREA SHALL BE EQUAL TO THE AREA OF THE SQUARE BASE. ALL CONCRETE AND MORTAR SHALL USE CLASS II/V CEMENT. O2 THE COMPLETE CONCRETE CHANNEL SHALL BE CONSTRUCTED WITH FORMS AND PVC LINED. WHERE PVC LINED RCP IS USED, THE CHANNEL LINING IS TO BE INSTALLED TO THE SAME DEPTH AS THE RCP LINING. WHEN APPROVED BY THE ENGINEER, THE NEW OR EXISTING MAIN LINE MAY BE USED FOR THE CHANNEL. PIPE ABOVE SPRING LINE SHALL BE REMOVED BY SAW CUTTING. THE REMOVED SECTION LENGTH SHALL BE EQUAL TO THE MANHOLE SHAFT INSIDE DIAMETER. O3 MANHOLE SHELVES SHALL BE SLOPED 1/4" PER FOOT TO CHANNEL AND COVERED WITH PVC LINER WITH LOCKING EXTENSIONS. THE PVC LINER SHALL BE APPLIED BY MEANS OF AN EPDXY-TYPE MASTIC. INSTALL NON-SKID SURFACE ON PVC LINER OVER THE COMPLETE MANHOLE SHELF ON BOTH SIDES OF MAIN CHANNEL PER THE SPECIFICATION OR APPROVED LINER MANUFACTURER RECOMMENDATIONS. A PVC ANGLE STRIP SHALL BE USED FOR THE TRANSITION BETWEEN HORIZONTAL SHELF AND VERTICAL CHANNEL. O4 INSTALL AT LEAST TWO LATERAL INLET PIPES IN THE MANHOLE BASE AS SHOWN. IF NOT SHOWN, LATERAL PIPING SHALL BE 8" VCP AT 900 TO THE MAIN CHANNEL AND SLOPED AT 1/4" PER FOOT FROM THE OUTSIDE OF THE MANHOLE BASE TO THE CHANNEL. WHERE THE CHANNEL ANGLES MORE THAN 450 TOWARD A SIDE, THAT SIDE LATERAL IS NOT REQUIRED. O5 THE SOFFIT OF ALL LATERAL PIPES SHALL BE AT THE SAME ELEVATION AS THE MAIN PIPE SOFFIT. ALL LATERAL INLETS 12" DIAMETER AND SMALLER SHALL HAVE PVC WELDED GAS FLAPS INSTALLED SIMILAR TO DRAWING S-056, UNLESS OTHERWISE NOTED BY THE ENGINEER. PVC LINER SHALL BE PLACED THROUGHOUT THE CHANNEL AND PVC TURN BACK ON VCP OR OTHER PIPE SHALL BE A MINIMUM OF 6". 5A FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS LESS THAN 39" IN DIAMETER, THE LATERALS SHALL BE RECESSED 12 INCHES MINIMUM FROM MAINLINE CHANNEL WITH A TROUGH IN THE BENCH SLOPING TO THE MAIN CHANNEL. 5B FOR MANHOLE BASES WHERE MAIN SEWER PIPE IS 39" AND GREATER IN DIAMETER, THE END OF THE LATERAL IS FLUSH WITH THE CHANNEL. CONFORMED DRAWINGS ADDENDUM NO. 1 6 2 2016 MARK DESCRIPTION DATE DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK CHECKED BY: BICHETTE, RICH JM LINE IS 2 INCHES JM AT FULL SIZE RWN (IF NOT 2"—SCALE ACCORDINGLY) AIC\AI I ATCDAI C(lD PLAN VIEW NTS NEW PVC LINED MANHOLE FOR NEW SEWERS O6 ALL UNUSED CONNECTIONS SHALL HAVE A FACTORY MADE PLUG INSTALLED IN THE BELL END OF THE PIPE WITH RESTRAINT SUFFICIENT TO WITHSTAND LEAKAGE TESTING. PIPE OVER 21" SHALL USE A BRICK AND MORTAR PLUG. O7 EACH MAIN LINE OR LATERAL CONNECTION TO THE MANHOLE BASE SHALL HAVE TWO EACH, TWO FOOT FLEX JOINTS. O8 MANHOLE SECTIONS AND GRADE RINGS SHALL BE REINFORCED, MADE FROM CLASS II/V CEMENT AND CAST WITH PVC LINER PLATE ON INSIDE. ECCENTRIC CONE SHALL BE SET WITH STRAIGHT SIDE ON DOWNSTREAM SIDE OF MANHOLE. ECCENTRIC REINFORCED CONCRETE FLAT TOPS MAY BE USED WHEN APPROVED BY THE ENGINEER. O9 THE KEYLOCK JOINT BETWEEN MANHOLE SECTIONS SHALL BE SEALED WITH TWO 1'/4 -INCH SQUARE BEADS OF RAM-NEK BY HENRY COMPANY, KENT -SEAL BY HAMILTON KENT, OR APPROVED EQUAL. THE MASTIC BEADS SHALL BE PLACED ON THE OUTSIDE SHOULDER OF AND IN THE GROOVE. APPLY A 6" MINIMUM WIDTH OUTSIDE JOINT WRAP, RUB'R-NEK BY HENRY COMPANY, SEAL WRAP BY SEALING SYSTEMS, INC., OR EQUAL, TO ALL SHAFT JOINTS. GRADE RING JOINTS SHALL BE MORTAR. 10 INSTALLATION OF PVC LINER PLATE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 06620 OF THE SPECIFICATIONS. USE WELDING STRIPS AT PVC JOINTS, A PREFORMED CORNER WELDING STRIP AT THE BASE JOINT AND A CONTINUOUS PREFORMED CORNER AT THE TOP GRADE RING AND FRAME JOINT TO THE SECOND GRADE RING. 11 INSTALL FRAME AND COVER PER DETAIL 1/C5006. ADJUSTMENT SHALL OCCUR USING MORTAR BETWEEN FIRST AND SECOND GRADE RINGS. THE FRAME SHALL COMPLETELY BEAR ON PVC. CAULK THE JOINT BETWEEN THE FRAME AND THE PREFORMED PVC CORNER AT THE TOP GRADE RING WITH SIKAFLEX 1A OR EQUAL. 12 PLACE CONCRETE COLLAR IN PAVED AREAS AS SHOWN AFTER PLACEMENT OF ASPHALT. SEE DETAIL 1/C5008. MANHOLES PLACED IN UNPAVED AREAS SHALL HAVE THE COVERS PLACED 18" ABOVE FINISHED GRADE. 13 MANHOLES IN INTERSECTIONS SHALL HAVE BOLTED COVERS. 8 14 VACUUM TESTING SHALL BE PERFORMED PER ASTM C-1244 UNLESS NOTED OTHERWISE. 15 MANHOLES SHALL BE BACKFILLED WITH 1 1/2 SACK SAND/CEMENT SLURRY TO STREET ZONE OR AS REQUIRED BY LOCAL AGENCY. 16 IN PAVED AREAS, PAVEMENT AND BASE COURSE SHALL BE REPLACED IN KIND. a DETAILrl NTSVAR QROFESSIpNq� HER,y�q�o � z m t)RMC o. 6659 water and environment * Ex • 6-30-17 CIVIL ��Q 15510-C ROCKFIELD BLVD lF OF CA��ESUITE 200 5-20-2016 IRVINE CA, 92618 FRAME & COVER BY RIVERSIDE FOUNDRY R-1240, ALHAMBRA A-1241, OR APPROVED EQUAL (10" CLEAR) 18" TOP OF PAVEMENTMI IN. I / o° ------------ .• STANDARD MANHOLE 5 o. 6" _ MIN .o -- I------------- I• ------------------- THE SOFFIT ELEVATION OF TRUNK & STUB SHALL BE IDENTICAL. 6" CONCRETE (2500 PSI) COLLAR �EWF'A PAVEMENT � °s CL 8" PVC SYNTHETIC RUBBER CAULKING INCOMING LATERAL I I STD. DROP M.H. I i CROSS I I i� SAME SIZE AS INCOMING LATERAL (MIN. 8") 4000 PSI CONCRETE CONSTRUCTION JOINT AS REQUIRED, TYP. • A:o.�i STD. 90' BEND CAP NOTES: 1. SEE DETAIL 1/C5003 FOR STANDARD MANHOLE. 2. CONCRETE FOR DROP SECTIONS SHALL BE FORMED. 3. ALL MANHOLE PENETRATIONS SHALL BE MADE BY CORE DRILLING. INTERIOR COATING SHALL BE REPAIRED. PVC LINER SHALL BE REPAIRED WITH 6" TURN BACK AT ALL PENETRATIONS. GAS FLAPS SHALL BE INSTALLED AT ALL PENETRATIONS 12" OR SMALLER. 4. DROP MANHOLE CONNECTION SHALL BE USED ONLY WHERE SLOPE OF LATERAL INCOMING TO MAIN SEWER WOULD EXCEED 10% AND ONLY WITH APPROVAL OF THE ENGINEER. 5. ECCENTRIC MH CONES SHALL BE INSTALLED WITH THE VERTICAL SIDE OF THE CONE FACING DOWNSTREAM. 6. FOR MANHOLE 140 AND MANHOLE C ALL PIPES AND FITTINGS SHALL BE PVC SDR 26. 7. FOR MANHOLE C, CROSS SHALL BE 15"X15" PVC WITH A 15"X8" PVC REDUCER ON TOP OF THE CROSS. COAT THE CUT EDGE OF THE CAST IRON PIPE WITH EPDXY RESIN COMPATIBLE WITH THE CIPP RESIN SO THAT NO CAST IRON MATERIAL IS EXPOSED TO THE SEWER ATMOSPHERE. DROP MANHOLE S-051 OSCD (WITH MODIFICATIONS) DETAIL r2 NTS �AR EXISTING MANHOLE NOTE 4 4 NOTES: 1. CHIP OPENING IN STRUCTURE TO PROVIDE OPENING 1 INCH 4 LARGER THAN PROPOSED PIPE ON ALL SIDES. a1: 2. APPLY HYDROPHILIC WATERSTOP, ADEKA P201 OR EQUAL AROUND PIPE AND OPENING. 0.375 INCH BEAD SIZE. 3. PACK OPENING WITH NON—SHRINK GROUT. MATCH 4. SHAPE OF EXISTING STRUCTURE BELOW THE GROUND SURFACE EXISTING IS UNKNOWN AND MAY BE IRREGULAR. THE SIZE OF OF THE INVERT EXISTING STRUCTURE BELOW THE GROUND SURFACE IS UNKNOWN AND MAY EXTEND BEYOND THE UPPER WALLS BY THREE FEET. L ORANGE COUNTY SANITATION DISTRICT NEW 18" SS, REMOVE EX. 15" SS CONNECTION TO EXISTING MANHOLE DETAIL 3 NTS C1003 DISTRICT 6 TRUNK SEWER RELIEF MANHOLE DETAILS -1 NOTES 1, 2, AND 3 PROJECT NO. 6-17 DRAWING NO. C5003 22 OF 59 8" PVC • n 6,. CONCRETE ' of � °s CL 8" PVC SYNTHETIC RUBBER CAULKING INCOMING LATERAL I I STD. DROP M.H. I i CROSS I I i� SAME SIZE AS INCOMING LATERAL (MIN. 8") 4000 PSI CONCRETE CONSTRUCTION JOINT AS REQUIRED, TYP. • A:o.�i STD. 90' BEND CAP NOTES: 1. SEE DETAIL 1/C5003 FOR STANDARD MANHOLE. 2. CONCRETE FOR DROP SECTIONS SHALL BE FORMED. 3. ALL MANHOLE PENETRATIONS SHALL BE MADE BY CORE DRILLING. INTERIOR COATING SHALL BE REPAIRED. PVC LINER SHALL BE REPAIRED WITH 6" TURN BACK AT ALL PENETRATIONS. GAS FLAPS SHALL BE INSTALLED AT ALL PENETRATIONS 12" OR SMALLER. 4. DROP MANHOLE CONNECTION SHALL BE USED ONLY WHERE SLOPE OF LATERAL INCOMING TO MAIN SEWER WOULD EXCEED 10% AND ONLY WITH APPROVAL OF THE ENGINEER. 5. ECCENTRIC MH CONES SHALL BE INSTALLED WITH THE VERTICAL SIDE OF THE CONE FACING DOWNSTREAM. 6. FOR MANHOLE 140 AND MANHOLE C ALL PIPES AND FITTINGS SHALL BE PVC SDR 26. 7. FOR MANHOLE C, CROSS SHALL BE 15"X15" PVC WITH A 15"X8" PVC REDUCER ON TOP OF THE CROSS. COAT THE CUT EDGE OF THE CAST IRON PIPE WITH EPDXY RESIN COMPATIBLE WITH THE CIPP RESIN SO THAT NO CAST IRON MATERIAL IS EXPOSED TO THE SEWER ATMOSPHERE. DROP MANHOLE S-051 OSCD (WITH MODIFICATIONS) DETAIL r2 NTS �AR EXISTING MANHOLE NOTE 4 4 NOTES: 1. CHIP OPENING IN STRUCTURE TO PROVIDE OPENING 1 INCH 4 LARGER THAN PROPOSED PIPE ON ALL SIDES. a1: 2. APPLY HYDROPHILIC WATERSTOP, ADEKA P201 OR EQUAL AROUND PIPE AND OPENING. 0.375 INCH BEAD SIZE. 3. PACK OPENING WITH NON—SHRINK GROUT. MATCH 4. SHAPE OF EXISTING STRUCTURE BELOW THE GROUND SURFACE EXISTING IS UNKNOWN AND MAY BE IRREGULAR. THE SIZE OF OF THE INVERT EXISTING STRUCTURE BELOW THE GROUND SURFACE IS UNKNOWN AND MAY EXTEND BEYOND THE UPPER WALLS BY THREE FEET. L ORANGE COUNTY SANITATION DISTRICT NEW 18" SS, REMOVE EX. 15" SS CONNECTION TO EXISTING MANHOLE DETAIL 3 NTS C1003 DISTRICT 6 TRUNK SEWER RELIEF MANHOLE DETAILS -1 NOTES 1, 2, AND 3 PROJECT NO. 6-17 DRAWING NO. C5003 22 OF 59 m CL LO O ca 0 N \ LO CD00 / N (D � o I 0 N O \ O o \ N LO U / 0 W U W Z O� ow CL 1-1(n (3g m CL co 0 0 0 N INI It 11-1 LO (� 0 W oa �N o� ON U I 7o- (0 00 / N O o to N O � O Q N LO U O� LJ U F W Z --.) X 00- d / U) m CL co O 0 N INI It 11-1 LO (� 0 W oa 6N O� ON U I 7o- (00) / N O o I N O � O Q N LO U O� LJ U F W Z --.) X 00- d / U) m CL 00 0 0 0 N INI It 11-1 LO (� 0 W oa �N o� ON U I 7o- (00) / N O o to N O � O Q N LO U O� LJ U F W Z --.) X 00- d / U) M 0L O N L0 W oQ aj N O� O N 0 �a ob ('2 I 0 N O� rn o; LO 06 U i6 <w U ED -.3 jr o� w CL 1-10 (3g 1 2 3 4 5 6 7 8 9 10 EX 8" CIP SS (D) A PROTECT IN PLACE / 8" DIAMETER DROP PIPE OOOOV 00000 WITH 8" DIAMETER RISER MH -025 MANHOLE COVER 60" ID, SEE 1 1 MANHOLE COVER D D 60" ID, SEE C500 / ° D ° MH °D D° D EX INV OUT 13.20 INV IN 13.39 D D INV OUT 14.82 ° -140 MANHOLE COVER p �� �D 60" ID, SEE 2 INV OUT 18.16 ---\ p 1 PROPOSED 20" / INV IN 15.48 HDPE SS— B•�—__— I ° \__/ INV IN 15.3f I _ D PROPOSED 22 PROPOSED — '� PROPOSED 18" — °_ HDPE SS EX 24" DIP SS ° ��\_—/� �/ p ° HDPE SS 22" HDPE SS —IN, PROTECT IN PLACE _ /' INV IN 18.20 PROPOSED EX 12" SS (D) 20" HDPE SS D PROTECT IN PLACE ° ° ° ° p ° p C MH -025 STA 14+91-84 1 MH -135 STA 17+60-62 2 MH -140 S 3 1/21'=V-01' - 1/21)=11-0)2 - 1/21)=11-012 D PROPOSED 18" PVC SS MOUNTABLE CURB ABOVE , MANHOLE COVER \ o a ` ` MH—A \� \� INV OUT 45.57 o _ _ _ a �,2 60 ID, SEE C500 a I I INV IN 50.60 E o � Q 4 a a o EX 15" CIP a o ` ao 15" DIAMETER DROP PIPE WITH 8" DIAMETER RISER F M H -A STA 38+89-32 r6 1/2" = 1 ' - 0" DESIGNED BY: HERMANSON, GLENN QROFESSIONq� HER G���� SANITgJ�oNo o DISTRICT 6 TRUNK SEWER RELIEF PROJECT N0. 17 DRAWN BY: MARTINEZ, RICK CHECKED BY: BICHETTE, RICH O E v M° w �' Z m ��� ORANGE COUNTY o � _ DRAWING N0. o. 6659-�--- MANHOLE BASE DETAILS LINE IS 2 INCHES CONFORMED DRAWINGS 9/2g/201 JM EX • 6-30-17 water and environment - SANITATION DISTRICT C5009 ADDENDUM N0. 1 6/2/2016 /� JM AT FULL SIZE civic ��P lF 15510-C ROCKFIELD BLVD SUITE 200 � � � �cl� MARK DESCRIPTION DATE DRWN IF NOT 2"—SCALE ACCORDINGLY ) OF CA��Fo� 5_20_2016 IRVINE CA, 92618 E E��� 28 of 59 IV C C E M CL 00 12 O N V) LO W F oa N N O � O (n U I 7a- (00 a - ob 04 I � N O� o� U)LO U 00 �W U F ED .)X o� / U) U i N1 _ L �.WOW it r� t' r r'+ tAP P. 0%p pip ,.tea ■1Lj■V� -MH 025 I XF&PA, . 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'' � k 1i r. � 1 ' C4a i �+ �' i FJh - +. I' k.N-I S torr g� i� A S BillL r -Coe - rl-pp L 11 lob OFghr - -- — - " - - - - - - �r -- w - -- jo _17 - _ tl. _t_� - . . . . : ■ 1 447 tLX11 We .041111" 1 AI IF I -go f, qr P- YI rA r.AeW ' .p7`/C` r /V"6' _Mr +W.I ;"r ¢ 0IIIIIIIIII11' IF ; "I DESIGNED BY: HERMANSON, GLENN QROFESSIpNqI DRAWN BY: MARTINEZ, RICK �p�v�HER�q�' CHECKED BY: BICHETTE, RICH CONFORMED DRAWINGS 9/29/201o. 6659 1 JM LINE IS 2 INCHES *III Ex . 6-30-17 * water and environment ADDENDUM NO. 1 6/2/2016 JM AT FULL SIZE r CIVIL Q 15510-C ROCKFIELD BLVD F OF CA��ESUITE 200 MARK DESCRIPTION DATE DRWN (IF NOT 2" -SCALE ACCORDINGLY) 5-20-2016 IRVINE CA, 92618 ORANGE COUNTY SANITATION DISTRICT DISTRICT 6 TRUNK SEWER RELIEF REFERENCE DRAWING -2 PROJECT NO. 6-17 DRAWING NO. C7002 30 OF 59 A 6 �. .owl D a cesipw IFS. 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" µ�'/[+^, ° I*roC- k r Drill I 120G.Id a P9`ac� �B'X A - x8'8 ? rd.ti:n s Ce 45 'IV ted. � � ��.� ��„� � � , •• '��•O sidle: I l -50 x " �c 5197 8 .La: .� ,J/ 017 / ©��f P.Ij:I DijEf� _ • r q C.?n cro55 Sec%dl75� - i" Ditch Pr•�rile a5�• 'gip ',. ,., �. .�. . 35 PCC_,-.Dit—c i Lof R1W Une pec; ion A- 24 verA AS BUILT PLANS ConfF a ct No. '""v.r 2-S Date completed Document No. DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK CHECKED BY: BICHETTE, RICH 9/29/201 E JM LINE IS 2 INCHES 6/2/2016 J M AT FULL SIZE DATE DRWN (IF NOT 2"—SCALE ACCORDINGLY) QROFESSIONq� HER,y�q�o w o. 6659 * Ex • 6-30-17 CIVIL lF OF CA��E�� 5-20-2016 3+ _ V 07 20 �o IFZ. /9. to10,- 27-1 28 5 2 02728d? water and environment 15510-C ROCKFIELD BLVD SUITE 200 IRVINE CA, 92618 Pro Y71e Scale : Nor% p!�_ 50Its ' Slopes pi-�era are 2%0` 0q 001101L, i/i• [NAGE DETAI-11 S STA. 21 TL7 STA. 33 Scales as shown - . W025 DISTRICT 6 TRUNK SEWER RELIEF ORANGE COUNTY SANITATION DISTRICT REFERENCE DRAWING -4 0 PROJECT NO. 6-17 DRAWING NO. C7004 32 OF 59 �. .owl a cesipw IFS. Ig -VI � d 0 S.p� io 0w 70f1i N LO Fw o a � N - o� oN U I (0 0 00 04 to -,d- ,, o� o� U)LO U 00 �w C) ? CONFORMED DRAWINGS 00- OfNO. 1 6 g MARK DESCRIPTION I 120G.Id a P9`ac� �B'X A - x8'8 ? rd.ti:n s Ce 45 'IV ted. � � ��.� ��„� � � , •• '��•O sidle: I l -50 x " �c 5197 8 .La: .� ,J/ 017 / ©��f P.Ij:I DijEf� _ • r q C.?n cro55 Sec%dl75� - i" Ditch Pr•�rile a5�• 'gip ',. ,., �. .�. . 35 PCC_,-.Dit—c i Lof R1W Une pec; ion A- 24 verA AS BUILT PLANS ConfF a ct No. '""v.r 2-S Date completed Document No. DESIGNED BY: HERMANSON, GLENN DRAWN BY: MARTINEZ, RICK CHECKED BY: BICHETTE, RICH 9/29/201 E JM LINE IS 2 INCHES 6/2/2016 J M AT FULL SIZE DATE DRWN (IF NOT 2"—SCALE ACCORDINGLY) QROFESSIONq� HER,y�q�o w o. 6659 * Ex • 6-30-17 CIVIL lF OF CA��E�� 5-20-2016 3+ _ V 07 20 �o IFZ. /9. to10,- 27-1 28 5 2 02728d? water and environment 15510-C ROCKFIELD BLVD SUITE 200 IRVINE CA, 92618 Pro Y71e Scale : Nor% p!�_ 50Its ' Slopes pi-�era are 2%0` 0q 001101L, i/i• [NAGE DETAI-11 S STA. 21 TL7 STA. 33 Scales as shown - . W025 DISTRICT 6 TRUNK SEWER RELIEF ORANGE COUNTY SANITATION DISTRICT REFERENCE DRAWING -4 0 PROJECT NO. 6-17 DRAWING NO. C7004 32 OF 59 U 0 C C 0 0 V) z g n z E 0 Q / 0 U w w CL (~n N 00 Cl (� U O IN U � 20 of N �LID M F /En oU) ig 02 wa O N (y 0 a� / �(D z�— wo N U 0 O N o,-, /L0 z ow (nz (yit wa V'1 D / (n �<1 MARK CONFORMED DRAWINGS ADDENDUM NO. I 7 CAIJ I IIVh IVIHIIVLIIVC HIVU MrI L 3LLLVL3 IU rCLIVIHIIV — 431� PROTECTED IN PLACE. CONTRACTOR TO VERIFY LOCATION _ 1 AND INDICATE ON RECORD DRAWINGS. 3 - - - - 3 1 NEW PORT _ OLD � EXISTING IRRIGATION M — PROTECT — IRRIGATION SYSTEM AS SHOWN DERIVED FROM CALTRANS—D%—DSCAPE ARCHITECTURE CITY CONTRACT C-2886, CITY DRAWIW,- R=5697—S, DATED 5-13-97. CONTRACTOR SHALL VERIFY _LOC L EQUIPMENT AND HEADS AND REPLACE IN KIND. A F _ o LIMITS OF LANDSCAPE DISTURBANCE (WORK AREA LIMITS) I EMP. SEWER BYPASS PIPE DESIGNED BY: KOBZEFF, HARRY DRAWN BY: KOBZEFF, HARRY CHECKED BY: VARONIN, JOE 9/29/2016 JM TCLA, Inc. LANDSCAPE ARCHITECTURE - ENVIRONMENTAL DESIGN ❑ CORPORATE OFFICE: JOSEPH A. VARONIN A.S.L.A. CA#1737 6/2/2016 JM 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH)661-702-1011 (FX)661-702-0293 DESCRIPTION DATE DRWN 22792ORANGE TER TY DFIVE,FICE 22792 CENTER gRIVE, LAKE FOREST, C4 92630 (PH) )949-250-1615 (FX)949-250-1801 LNxKADSCpp� L � KoaRMC 0 s -per .P water and environment 15510-C ROCKFIELD BLVD. ?y�eOF CAS 1F SUITE 200 IRVINE CA, 92618 ORANGE COUNTY SANITATION DISTRICT L /\ I J I I I N V L -\ I V U J V II I L, PROTECT IN PLACE CONTRACTOR SHALL IRRIGATE AND MAINTAIN AREA OF DISTURBANCE BY TRUCK OR OTHER MEANS. REPAIR ALL IRRIGATION LATERALS AND SPRAY HEADS THIS AREA TO ORIGINAL CONDITION USING CITY APPROVED IRRIGATION MATERIALS AND 100% HEAD—TO—HEAD SPACING. CONNECT TO ORIGINAL LATERAL WATER SOURCE PIPES. EXISTING MAINLINE AND WIRE SLEEVES TO REMAIN PROTECTED IN PLACE. CONTRACTOR TO VERIFY LOCATION AND INDICATE ON RECORD DRAWINGS. DENOTES EXISTING PLANTING AREAS HAVING NO IRRIGATION SYSTEM AND ARE CURRENTLY WATERED BY TRUCK. --- - -- -- - - NORTH FOR IRRIGATION NOTES 20' 10- 0 20' 40' 60' & LEGENDS, SEE SHEET L6001 SCALE: 1 "=20' PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF IRRIGATION PLAN 6-17 DRAWING NO. L1001 38 OF 59 TEMPORARY IRRIGATION SYSTEM NOTES: 1. THE CONTRACTOR SHALL DESIGN/BUILD A TEMPORARY IRRIGATION SYSTEM TO PROVIDE 100%, HEAD—TO—HEAD COVERAGE FOR THE NEW ICE—PLANT PLANTINGS WITHIN THE AREAS OF DISTURBANCE. CONTRACTOR'S WORK SHALL CONFORM TO APPLICABLE CODES, CITY ORDINANCES AND POLICIES. A 2. THE CONTRACTOR SHALL DESIGN TO THE FOLLOWING STANDARDS: 2.1 CONTRACTOR SHALL USE THE EXISTING WATER METER AND CONTROLLER AS SHOWN HEREIN ON SHEET L1001. CONTRACTOR SHALL UPGRADE THE CONTROLLER TO ACHIEVE THE AMOUNT OF VALVE STATIONS REQUIRED FOR IRRIGATING THESE AREAS. FOR TECHNICAL ASSISTANCE WITH THE CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 2.2 CONTRACTOR SHALL PROVIDE BALL VALVES WITHIN BOXES PER DETAIL 1/1_5002 AT POINT OF CONNECTION TO EXISTING IRRIGATION MAINLINE AND AT 200' INTERVALS ALONG THE MAINLINE FOR SHUT—OFF VALVES. POINT OF CONNECTION TO MAINLINE SHALL BE DOWNSTREAM OF THE MASTER VALVE AND FLOW SENSOR INSTALLATION. BALL VALVES SHALL BE MATCO 754 SERIES FULL PORT BALL VALVES. 2.3 MAINLINE SHALL BE BROWNLINE UVR RESISTANT MATERIAL, SCHEDULE 40 FOR 1" TO 1-1/2", AND CLASS 315 FOR 2" AND LARGER. MAINLIINE SHALL BE STAKED TO GRADE WITH #4 REBAR PIN—STAKES, 24" LONG AND DEEP INTO FINISH GRADE AT 6'-0" O.C. MAINLINE LOCATION B SHALL BE MARKED ON—GRADE AND APPROVED BY ENGINEER PRIOR TO INSTALLATION. MAINLINE SHALL BE SIZED TO TAKE INTO CONSIDERATION ELEVATION AND FRICTION LOSSES OVER THE LONG RUN TO THE FARTHEST VALVE. SEE DETAIL 2/L5002. 2.4 LATERAL NON—PRESSURE LINES SHALL BE STAKED PER NOTE 2.3 ABOVE. MATERIAL FOR LATERAL LINES SHALL ALSO MATCH NOTE 2.3 ABOVE. 2.5 ALL WIRE RUNS SHALL BE ENCASED WITHIN SCHEDULE 40 BROWNLINE PIPE OF A SIZE TO ALLOW FOR EASY PULLING OF WIRE. STAKE WIRE CONDUIT THE MAINLINE. 2.6 NO QUICK COUPLING VALVES WILL NECESSARY ALONG THIS MAINLINE. 2.7 INSTALL REMOTE CONTROL VALVES WITHIN BOXES PER DETAIL 6/1_5001. VALVES SHALL BE GRISWOLD DW SERIES VALVES, SIZE PER MANUFACTURER'S SPECIFICATIONS. USE RAINBIRD #ST-03UL SNAP TITE CONNECTORS WITH #PT -55 SNAP TITE SEALER. Cl 2.6 VALVE BOXES SHALL BE RECTANGULAR PLASTIC 18" LONG X 12" WIDE X BY 12" DEPTH. 91 z E 0 Q 0 U i w w U) cp � a � N (n t0 U O O IN 01-1 O OfN to to �� F N ON Ug wa O ,n Clf N C i U� z� wo N U O O N o\ / `n z Ow U) z CONFORMED DRAWINGS O vwi a ADDENDUM NO. I g MARK 2.7 ROTOR HEADS MAY BE EITHER RAINBIRD OR TORO. REFER TO STANDARD IRRIGATION MATERIALS LIST BY CITY OF NEWPORT BEACH PARKS DIVISION AND VERIFY WITH THE ENGINEER. BURY ALL LATERAL LINES ADJACENT TO PAVING. INSTALL ALL STANDARD RISERS WITH TWO STAINLESS STEEL CLAMPS TO A #4 REBAR STAKE BURIED A MINIMUM OF 18" INTO GRADE FOR STABILITY. USE DOUBLE SWING JOINTS AT ALL HEADS. 2.8 ALL SPRAY OR ROTATOR HEADS ADJACENT TO ROADWAY OR SIDEWALKS SHALL BE POP—UP HEADS, 12" HIGH FOR SPRAY/ROTATOR HEADS. BURY LATERAL LINES ADJACENT TO PAVING. SPRAY OR ROTATOR HEADS MAY BE EITHER RAINBIRD OR TORO, VERIFY HEAD MODEL WITH ENGINEER. INSTALL ALL STANDARD RISERS WITH TWO STAINLESS STEEL CLAMPS TO A SINGLE #4 REBAR STAKE BURIED A MINIMUM OF 12" INTO GRADE FOR STABILITY. USE DOUBLE SWING JOINTS AT ALL HEADS. 2.8 INSTALL IN—LINE CHECK VALVES AS NECESSARY TO PREVENT RUNOFF INTO THE PAVED AREAS OR DRAINING OF THE MAINLINE. ALL RISERS SHALL HAVE CHECK VALVES WITHIN THE RISER. 1 2.9 ALL WORK SHALL BE APPROVED BY THE ENGINEER. CONTRACTOR SHALL PERFORM A COVERAGE TEST IN THE PRESENCE OF THE ENGINEER OF THE ENTIRE SYSTEM, BEING RUN BY THE CONTROLLER, NOT MANUALLY. 2.10 CONTRACTOR SHALL BORE UNDER NEWPORT BOULEVARD TO PROVIDE IRRIGATION FOR NEW PLANTING AREAS WITHIN THE ENTIRE AREA OF DISTURBANCE. BORING SHALL BE ENCASED WITHIN 1 A SLEEVE THAT IS AT MIINIMUM TWICE THE SIZE OF THE INTERIOR PIPE. SEPARATE PIPE SLEEVES SHALL BE INSTALLED FOR WIRE RUNS. MINIMUM DEPTH SHALL BE 24" BELOW THE AGGREGATE 1 BASE FOR THE ROAD. SLEEVES SHALL BE PVC SCHEDULE 40. BORING SHALL BE IN CONFORMANCE TO ALL CITY CODES AND ORDINANCES. LIMITS OF DISTURBANCE (WORK AREA LIMITS) CONTRACTOR SHALL DESIGN AND INSTALL — TEMPORARY IRRIGATION FOR REPLANTED ICE— PLANT WITHIN AREA OF DISTURBANCE AND MAINTAIN AREA FOR ONE YEAR. SEE NOTES, SHEET L1003. EXISTING GUARDRAIL LOCATION NEWPORT BLVD. TEMP SEWER BYPASS PIPE ---------------- MH—A MH -165%3 7 + 0 0 "'7 VV 39 3/4" 3/411 _ 3 4" Q I"0,9- III O - 6 -- ----- --- -- --- LIISP fRBA(NC�ENPS �_ %p CTOR SH DE D INST TEMPORARY IRRIGATION FOR-REPtANTED ICE PLANT®WITHIN AREA ,.OF ---D TURBANCE AND MAINTAIN AREA FOR ONE YEAR. SEE NOTES, SHEET 1_10% DESIGNED BY: KOBZEFF, HARRY LpNoSCq DRAWN BY: KOBZEFF. HARRY CHECKED BY: VARONIN, JOE Inc 9/29/2016 JM TCI.A. 8-31-18 LANDSCAPE ARCHITECTURE - ENVIRONMENTAL DESIGN ❑ CORPORATE OFFICE. JOSEPH A. VARONIN A.S.L.A. CA#1737 / 6/2/2016 JM 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 S `Q (PH)661-702-1011 (Fx)661-702-0293 T,9Te CAI.�F� DESCRIPTION DATE DRWN 2272ORANGE TERDRVE,OUNTY LA: 22792 CENTER DRIVE, LAKE FOREST, CA 92630 OF (PH)9949250-1615 (FX) 949-250-1801 ,. ., .. /SVA r • •1 000. 1 11% WAF F I e. --�i'.4 FA I 'A Wr 3 e��=_� NE\pOH O L0 water and environment 15510-C ROCKFIELD BLVD. SUITE 200 IRVINE CA, 92618 CONTRACTOR SHALL DESIGN AND INSTALL / TEMPORARY IRRIGATION FOR REPLANTED ICE— PLANT WITHIN AREA OF DISTURBANCE AND MAINTAIN AREA FOR ONE YEAR. SEE NOTES, SHEET 1_100. / CONTRACTOR SHALL DESIGN AND INSTALL TEMPORARY IRRIGATION FOR REPLANTED ICE— PLANT WITHIN AREA OF DISTURBANCE AND MAINTAIN AREA FOR E YEAR. SEE NOTES, SHEET 1_`1003. cs' r N Z: EXISTING MH -170 x 0 LIMITS OF DISTURBANCE (WORK AREA LIMITS) 1 DENOTES EXISTING PLANTING AREAS HAVING NO IRRIGATION SYSTEM AND ARE CURRENTLY WATERED BY TRUCK. FOR IRRIGATION NOTES NORTH FOR IRRIGATION DETAILS, & LEGENDS, 20' 10' 0 20' 40' 60' SEE SHEET L5001 SEE SHEET L6001 SCALE: 1"=20' PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 ORANGE COUNTY DRAWING NO. SANITATION DISTRICT IRRIGATION PLAN L1 003 40 OF 59 0 C 791 0 U GC W W N CO � a N LO � M N co U Oo IN U 0 CV Of "� to `O F ON �g U M W d o(0 Ix M / � 4LO z— W N � O U N O� oL0 z ow Nz W a_ a 1 6 g MARK 10 KEYNOTE LEGEND: 1O EXISTING CORAL TREE -PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. / 2 EXISTING WASHINGTONIA PALM -BOX, NUMBER, MOVE OFF-SITE, MAINTAIN AND O DESIGNED BY: KOBZEFF, HARRY LhNKDS DRAWN BY: KOBZEFF, HARRY CHECKED BY: VARONIN, JOERMC q CONFORMED DRAWINGS 9/29/2016 JM �/► TCLA, Inc. * e�M- /] water and environment TAL DESIGN LANDSCAPE CORP RATE OFFICE. JOSEPH A. VARONIN A.S.L.A. CA#1737 �GIJ ~ ADDENDUM NO. 1 6/2/2016 1M27905SMYTHDRIVE,VALENCIA, CALIFORNIA 91355 S �Q 15510-C ROCKFIELD BLVD. (PH)661702-1077 (FX)661-702-0293 qr- SUITE 200 DESCRIPTION DATE DRWN2272ORANGE TER/OFFICE eOFCA��Fo� j&,oz' (PH) 94CENTER 50 61DRIVE, (FX) 949-250 -11801TREST, C4 92630 IRVINE CA, 92618 REPLANT EXISTING WASHINGTONIA PALM -PROTECT IN PLACE, SEE PLANTING NOTE #1 1 /SHT L6001. EXISTING TIPUANA TREE -DEMOLISH AND REMOVE FROM SITE. REPLACE WITH 2:1 QUANTITY AT 36" BOX SIZE AS SHOWN ON PLAN, SEE PLANTING NOTE # 1 1 /SHT L6001. EXISTING SHRUB MASS -JUNIPER -REMOVE FROM SITE. REPLACE JUNIPERS WITH RHUS INTEGRIFOLIA AT 24" BOX, AT 10' O.C. AS SHOWN. EXISTING SHRUB MASS -ACACIA -DEMOLISH AND REMOVE FROM SITE ALL EXISTING ACACIAS AS SHOWN. RE -PLANT IN DAMAGED AREA AS SHOWN WITH ACACIA REDOLENS 'LOWBOY'. EXISTING SHRUB MASS-AGAPANTHUS- DEMOLISH AND REMOVE FROM SITE EXISTING SHRUB MASS -BOUGAINVILLEA -DEMOLISH TO LIMITS AND REMOVE FROM SITE EXISTING SHRUB MASS- LAM PRANTHUS- DEMOLISH TO LIMITS AND REMOVE FROM SITE EXISTING SHRUB MASS-MYOPORUM- DEMOLISH TO LIMITS AND REMOVE FROM SITE EXISTING SHRUB MASS-PHORMIUM-DEMOLISH AND REMOVE FROM SITE EXISTING SHRUB MASS-TECOMARIA-DEMOLISH AND REMOVE FROM SITE. RE -PLANT AS SHOWN. EXISTING GROUNDCOVER MASS-CARPOBROTUS EDULIS-DEMOLISH WITHIN LIMITS OF DISTURBANCE AND REMOVE FROM SITE. RE -PLANT AS SHOWN. EXISTING GROUNDCOVER MASS-CARPOBROTUS EDULIS-PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. EXISTING GROUNDCOVER MASS- LAM PRANTH US SPECTABILIS- PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. DEMOLISH AND REMOVE FROM SITE EXISTING CORAL TREE AND INSTALL 1-60" BOX CORAL TREE IN SAME LOCATION. NORTH 20' 10' 0 20' 40' 60' SCALE: 1 "=20' ("Al I ()l IT I F--(`F--NIF)- 00 -ACA RED - DENOTES PLANT MATERIAL, SEE LEGEND 5 GALLON DENOTES SIZE WITHIN GROUPING DISTRICT 6 TRUNK SEWER RELIEF ORANGE COUNTY SANITATION DISTRICT PANTING PLAN PROJECT NO. 6-17 DRAWING NO. L1 004 41 OF 59 0 z g � a E Z z g a 0 U GC W W N CO � a N LO � M N co U Oo IN U 0 CV Of "� to `O F ON �g U M W d o(0 Ix M / � 4LO z— W N � O U N O� oL0 z ow Nz W a_ a 1 6 g MARK 10 KEYNOTE LEGEND: 1O EXISTING CORAL TREE -PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. / 2 EXISTING WASHINGTONIA PALM -BOX, NUMBER, MOVE OFF-SITE, MAINTAIN AND O DESIGNED BY: KOBZEFF, HARRY LhNKDS DRAWN BY: KOBZEFF, HARRY CHECKED BY: VARONIN, JOERMC q CONFORMED DRAWINGS 9/29/2016 JM �/► TCLA, Inc. * e�M- /] water and environment TAL DESIGN LANDSCAPE CORP RATE OFFICE. JOSEPH A. VARONIN A.S.L.A. CA#1737 �GIJ ~ ADDENDUM NO. 1 6/2/2016 1M27905SMYTHDRIVE,VALENCIA, CALIFORNIA 91355 S �Q 15510-C ROCKFIELD BLVD. (PH)661702-1077 (FX)661-702-0293 qr- SUITE 200 DESCRIPTION DATE DRWN2272ORANGE TER/OFFICE eOFCA��Fo� j&,oz' (PH) 94CENTER 50 61DRIVE, (FX) 949-250 -11801TREST, C4 92630 IRVINE CA, 92618 REPLANT EXISTING WASHINGTONIA PALM -PROTECT IN PLACE, SEE PLANTING NOTE #1 1 /SHT L6001. EXISTING TIPUANA TREE -DEMOLISH AND REMOVE FROM SITE. REPLACE WITH 2:1 QUANTITY AT 36" BOX SIZE AS SHOWN ON PLAN, SEE PLANTING NOTE # 1 1 /SHT L6001. EXISTING SHRUB MASS -JUNIPER -REMOVE FROM SITE. REPLACE JUNIPERS WITH RHUS INTEGRIFOLIA AT 24" BOX, AT 10' O.C. AS SHOWN. EXISTING SHRUB MASS -ACACIA -DEMOLISH AND REMOVE FROM SITE ALL EXISTING ACACIAS AS SHOWN. RE -PLANT IN DAMAGED AREA AS SHOWN WITH ACACIA REDOLENS 'LOWBOY'. EXISTING SHRUB MASS-AGAPANTHUS- DEMOLISH AND REMOVE FROM SITE EXISTING SHRUB MASS -BOUGAINVILLEA -DEMOLISH TO LIMITS AND REMOVE FROM SITE EXISTING SHRUB MASS- LAM PRANTHUS- DEMOLISH TO LIMITS AND REMOVE FROM SITE EXISTING SHRUB MASS-MYOPORUM- DEMOLISH TO LIMITS AND REMOVE FROM SITE EXISTING SHRUB MASS-PHORMIUM-DEMOLISH AND REMOVE FROM SITE EXISTING SHRUB MASS-TECOMARIA-DEMOLISH AND REMOVE FROM SITE. RE -PLANT AS SHOWN. EXISTING GROUNDCOVER MASS-CARPOBROTUS EDULIS-DEMOLISH WITHIN LIMITS OF DISTURBANCE AND REMOVE FROM SITE. RE -PLANT AS SHOWN. EXISTING GROUNDCOVER MASS-CARPOBROTUS EDULIS-PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. EXISTING GROUNDCOVER MASS- LAM PRANTH US SPECTABILIS- PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. DEMOLISH AND REMOVE FROM SITE EXISTING CORAL TREE AND INSTALL 1-60" BOX CORAL TREE IN SAME LOCATION. NORTH 20' 10' 0 20' 40' 60' SCALE: 1 "=20' ("Al I ()l IT I F--(`F--NIF)- 00 -ACA RED - DENOTES PLANT MATERIAL, SEE LEGEND 5 GALLON DENOTES SIZE WITHIN GROUPING DISTRICT 6 TRUNK SEWER RELIEF ORANGE COUNTY SANITATION DISTRICT PANTING PLAN PROJECT NO. 6-17 DRAWING NO. L1 004 41 OF 59 1 1 2 3 4 5 TREE LEGEND SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS WUCOLS LIMITS OF LANDSCAPE DISTURBANCE (WORK low AREA LIMITS) TIPUANA TIPU TIPU TREE 36" BOX 12 12-14' HIGH X M am am am _ am 7—RHU INT A (TIP TIP) 6'-7' WIDE 1 anan BOX am 1 4 1 7 • CAESALPINIA GILLIESII DESERT BIRD OF PARADISE 15 GALLON 14 5'-6' HIGH X L 1 (CAE GIL) 2'-3" WIDE 1 B C D SHRUB AND GROUNDCOVER LEGEND: (WUCOLS region 3, South Coastal) ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS ACA RED ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON 445 L ALO GRE *ALOE GRENADENSIS POPCORN ALOE 5 GALLON 299 L BAC STA BACCHARIS 'STARN' THOMPSON COYOTE BUSH 5 GALLON 34 VL BOU LJ BOUGAINVILLEA 'LA JOLLA' LA JOLLA BOUGAINVILLEA 5 GALLON 165 L CAR MAC CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPENT NATAL PLUM 5 GALLON 261 M CEA GRI CEANOTHUS GRISEUS HOR. 'YANKEE POINT' CALIFORNIA LILAC 5 GALLON 20 VL HES PAR HESPERALOE PARVIFLORA 'BRAKELIGHTS' RED YUCCA 5 GALLON 41 VL LAM SPE LAMPRANTHUS SPECTABILIS TRAILING ICE PLANT 1 GALLON 122 L MUH RIG MUHLENBERGIA RIGENS DEER GRASS 5 GALLON 107 L RHA CAL RHAMNUS CALIFORNICA 'EVE CASE' DWARF COFFEEBERRY 5 GALLON 55 VL RHU INT RHUS INTEGRIFOLIA SUGARBUSH 24" BOX 10 L THA INS THAMNOCHORTIS INSIGNIS THATCHING REED 5 GALLON 29 L INCARPOBROTUS EDULIS ROOTED CUTTINGS AT 12" O.C. TRIANGULAR SPACING ICE PLANT FLATS 54,432 SF L * AVAILABLE AT WATERWISE BOTANICALS, BONSALL, CA. (760)-728-2641 LO J Ll.f W =' co W W. V) O 26—MUH RIG 5 GALLON F CAL 15 GALLON illowoil Ohl m llmw�ffi CD 0 cri CAL � Q CDCD 73 z z R F - z GALLON In J / 0 U —SLL LLIN EXISTING Ld D w G PAVING WITH S LIZED TO MINIUM 2" DEPTH F -T o� 0 U O O IN U 0 � O N Q0Ln 00 F / Q N En (nig w� a W� `� a �(D Z� W N Z)o U N O � oLO / Z ow F- U) Z CONFORMED DRAWINGS Al ADDENDUM NO. 1 U) d MARK g M 9—HES PAR — 5 GALLON 7—CEA GRI 13—MUH RIG 5 GALLON 5 GALLON 4—RHA CAL8—HES PAR F-5 GALLON 5 GALLON,,, 111—ACA RED 5 GALLON 125—ACA RE 5 GALLON �0� !1►� ��t� ; L3 NFL MITNI! EWOMP 7 �K-165 394,,C R 3) ( 3 MH—A 14 101 14 L a T I \ BLvD. _ R1 � O D/ 15 i DESIGNED BY: KOBZEFF, HARRY DRAWN BY: KOBZEFF, HARRY =�4� �OBF��,y CHECKED BY: VARONIN, JOE n TCLA Inc.-31-�$ 9/29/2016 JM water and environment LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN �fJ 9/2/2016 JM ° 27905SMYTHDRIVE,VALENCA,CALIIFFORATEOFFICE. JOSEPH A. NRNIA91355 1737 S f `Q 15510-C ROCKFIELD BLVD. (PH)661-702-1011 (FX)661-702-0293 T SUITE 200 DESCRIPTION DATE DRWN ■ 22792 ORANGE CENTER DOUNTY RIVE, LA �IL OF Cp LW i �/ (PH) 949-250-16151E1(FX)949-250-1801 1T, CA 92630 IRVINE CA, 92618 plo A N Ov n IS G M�( HU INT 4' BOX 6 � 4 6 0 4 0 Tom, ♦ 0 IGl 3 U 0 2—TIP TIP 3 BOX 101 1 15 KEYNOTE LEGEND: 1O EXISTING CORAL TREE—PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. O EXISTING WASHINGTONIA PALM—BOX, NUMBER, MOVE OFF—SITE, MAINTAIN AND REPLANT 3O EXISTING WASHINGTONIA PALM—PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. 4O EXISTING TIPUANA TREE—DEMOLISH AND REMOVE FROM SITE. REPLACE WITH 2:1 QUANTITY AT 36" BOX SIZE AS SHOWN ON PLAN, SEE PLANTING NOTE #11/SHT L6001. 5O EXISTING TREES—PROTECT IN PLACE O6 EXISTING SHRUB MASS—JUNIPER—REMOVE FROM SITE. REPLACE JUNIPERS WITH RHUS INTEGRIFOLIA AT 24" BOX, AT 10' O.C. AS SHOWN. 7O EXISTING SHRUB MASS—ACACIA—DEMOLISH AND REMOVE FROM SITE ALL EXISTING ACACIAS AS SHOWN. RE—PLANT IN DAMAGED AREA AS SHOWN WITH ACACIA REDOLENS 'LOWBOY'. O8 EXISTING SHRUB MASS—AGAPANTHUS— DEMOLISH AND REMOVE FROM SITE O9 EXISTING SHRUB MASS—BOUGAINVILLEA—DEMOLISH TO LIMITS AND REMOVE FROM SITE 10 EXISTING SHRUB MASS— LAM PRANTHUS— DEMOLISH TO LIMITS AND REMOVE FROM SITE 11 EXISTING SHRUB MASS—MYOPORUM— DEMOLISH TO LIMITS AND REMOVE FROM SITE 12 EXISTING SHRUB MASS—PHORMIUM—DEMOLISH AND REMOVE FROM SITE 13 EXISTING SHRUB MASS—TECOMARIA—DEMOLISH AND REMOVE FROM SITE. RE—PLANT AS SHOWN. 14 EXISTING GROUNDCOVER MASS—CARPOBROTUS EDULIS—DEMOLISH WITHIN LIMITS OF DISTURBANCE AND REMOVE FROM SITE. RE—PLANT AS SHOWN. 15 EXISTING GROUNDCOVER MASS—CARPOBROTUS EDULIS—PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 16 EXISTING GROUNDCOVER MASS— LAM PRANTHUS SPECTABILIS— PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 17 DEMOLISH AND REMOVE FROM SITE EXISTING CORAL TREE AND INSTALL 1 —60" BOX CORAL TREE IN SAME LOCATION. NORTH 20' 10' 0 20' 40' 60' SCALE: 1 "=20' FOR PLANTING DETAILS SEE SHEET L5002, NOTES & LEGENDS SEE SHEET L6001 PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 ORANGE COUNTY DRAWING NO. SANITATION DISTRICT PLANTING PLAN L1 006 43 OF 59 TREE RELOCATION NOTE: TREES TO BE REMOVED FROM SITE AND REPLANTED MAY BE MOVED TO OCSD PLANT 2 SITE. CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE USABLE AREA FOR TREE STORAGE AND MAINTENANCE AVAILABLE AT THIS SITE. SHOULD THIS AREA NOT BE SUFFICIENT FOR STORAGE AND MAINTENANCE OF ALL OR A PORTION OF TREES, THE CONTRACTOR SHALL SECURE OTHER AREAS OF HIS CHOICE AS APPROVED BY OCSD FOR THIS PURPOSE. CONTRACTOR SHALL BE A QUALIFIED BOX TREE MOVER. TREES SHALL BE IRRIGATED AND MAINTAINED BY CONTRACTOR SO THAT TREES RETURNED FOR PLANTING ARE HEALTHY AND VIGOROUSLY GROWING. -4—RHA CAL 5 GALL 7—MUH R 5 GALLON NEWPOR BLVD. —SLL LLIN EXISTING MPO D G PAVING WITH S LIZED TO MINIUM 2" DEPTH �0� !1►� ��t� ; L3 NFL MITNI! EWOMP 7 �K-165 394,,C R 3) ( 3 MH—A 14 101 14 L a T I \ BLvD. _ R1 � O D/ 15 i DESIGNED BY: KOBZEFF, HARRY DRAWN BY: KOBZEFF, HARRY =�4� �OBF��,y CHECKED BY: VARONIN, JOE n TCLA Inc.-31-�$ 9/29/2016 JM water and environment LANDSCAPE ARCHITECTURE -ENVIRONMENTAL DESIGN �fJ 9/2/2016 JM ° 27905SMYTHDRIVE,VALENCA,CALIIFFORATEOFFICE. JOSEPH A. NRNIA91355 1737 S f `Q 15510-C ROCKFIELD BLVD. (PH)661-702-1011 (FX)661-702-0293 T SUITE 200 DESCRIPTION DATE DRWN ■ 22792 ORANGE CENTER DOUNTY RIVE, LA �IL OF Cp LW i �/ (PH) 949-250-16151E1(FX)949-250-1801 1T, CA 92630 IRVINE CA, 92618 plo A N Ov n IS G M�( HU INT 4' BOX 6 � 4 6 0 4 0 Tom, ♦ 0 IGl 3 U 0 2—TIP TIP 3 BOX 101 1 15 KEYNOTE LEGEND: 1O EXISTING CORAL TREE—PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. O EXISTING WASHINGTONIA PALM—BOX, NUMBER, MOVE OFF—SITE, MAINTAIN AND REPLANT 3O EXISTING WASHINGTONIA PALM—PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. 4O EXISTING TIPUANA TREE—DEMOLISH AND REMOVE FROM SITE. REPLACE WITH 2:1 QUANTITY AT 36" BOX SIZE AS SHOWN ON PLAN, SEE PLANTING NOTE #11/SHT L6001. 5O EXISTING TREES—PROTECT IN PLACE O6 EXISTING SHRUB MASS—JUNIPER—REMOVE FROM SITE. REPLACE JUNIPERS WITH RHUS INTEGRIFOLIA AT 24" BOX, AT 10' O.C. AS SHOWN. 7O EXISTING SHRUB MASS—ACACIA—DEMOLISH AND REMOVE FROM SITE ALL EXISTING ACACIAS AS SHOWN. RE—PLANT IN DAMAGED AREA AS SHOWN WITH ACACIA REDOLENS 'LOWBOY'. O8 EXISTING SHRUB MASS—AGAPANTHUS— DEMOLISH AND REMOVE FROM SITE O9 EXISTING SHRUB MASS—BOUGAINVILLEA—DEMOLISH TO LIMITS AND REMOVE FROM SITE 10 EXISTING SHRUB MASS— LAM PRANTHUS— DEMOLISH TO LIMITS AND REMOVE FROM SITE 11 EXISTING SHRUB MASS—MYOPORUM— DEMOLISH TO LIMITS AND REMOVE FROM SITE 12 EXISTING SHRUB MASS—PHORMIUM—DEMOLISH AND REMOVE FROM SITE 13 EXISTING SHRUB MASS—TECOMARIA—DEMOLISH AND REMOVE FROM SITE. RE—PLANT AS SHOWN. 14 EXISTING GROUNDCOVER MASS—CARPOBROTUS EDULIS—DEMOLISH WITHIN LIMITS OF DISTURBANCE AND REMOVE FROM SITE. RE—PLANT AS SHOWN. 15 EXISTING GROUNDCOVER MASS—CARPOBROTUS EDULIS—PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 16 EXISTING GROUNDCOVER MASS— LAM PRANTHUS SPECTABILIS— PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 17 DEMOLISH AND REMOVE FROM SITE EXISTING CORAL TREE AND INSTALL 1 —60" BOX CORAL TREE IN SAME LOCATION. NORTH 20' 10' 0 20' 40' 60' SCALE: 1 "=20' FOR PLANTING DETAILS SEE SHEET L5002, NOTES & LEGENDS SEE SHEET L6001 PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 ORANGE COUNTY DRAWING NO. SANITATION DISTRICT PLANTING PLAN L1 006 43 OF 59 TREE RELOCATION NOTE: TREES TO BE REMOVED FROM SITE AND REPLANTED MAY BE MOVED TO OCSD PLANT 2 SITE. CONTRACTOR SHALL MAKE HIMSELF FAMILIAR WITH THE USABLE AREA FOR TREE STORAGE AND MAINTENANCE AVAILABLE AT THIS SITE. SHOULD THIS AREA NOT BE SUFFICIENT FOR STORAGE AND MAINTENANCE OF ALL OR A PORTION OF TREES, THE CONTRACTOR SHALL SECURE OTHER AREAS OF HIS CHOICE AS APPROVED BY OCSD FOR THIS PURPOSE. CONTRACTOR SHALL BE A QUALIFIED BOX TREE MOVER. TREES SHALL BE IRRIGATED AND MAINTAINED BY CONTRACTOR SO THAT TREES RETURNED FOR PLANTING ARE HEALTHY AND VIGOROUSLY GROWING. L 0 0 / 0 U a w 3 w N 0� — a Nn o� cV N O 00 IN U \ 20 Of cV to to F oN ig N U � w a- 0,* o,* a LO a U0 z� — wo M cV Z)\ U O O N 0'--, /u-) z ow N _z W W Na % v~i 6g GE COND EXISTING CURB EXISTING SIDEWALK/HARDSCAPE EXCAVATION PER CIVIL ENGINEER'S PLANS LINES REPRESENT PIPE AND WIRE TO BE REMOVED FROM CONSTRUCTION AREA. IRRIGATION MAINLINE, LATERALS AND CONTROL/COMMON WIRES SHALL BE ENCASED IN INDIVIDUAL SLEEVES, WHICH SHALL THEN ALL BE ENCASED WITHIN A LARGE SCH. 40 CONDUIT FOR PROTECTION DURING CON- STRUCTION. EXISTING MAINLINE, LATERAL AND CONTROL/COMMON WIRES, TYP. EXISTING WIRES EXISTING LATERALS /-EXISTING MAINLINE I 2 -- J --_ INSTALL PULLBOX FOR ALL WIRE SPLICES. NO WIRE SPLICES SHALL OCCUR WITHOUT A PULLBOX, TYP. I BYPASS IRRIGATION WIRES WITHIN A 2" SCH. 40 2X PIPE SLEEVE BYPASS IRRIGATION MAINLINE WITHIN 4" SCH. 40 SLEEVE BYPASS LATERAL IRRIGATION LINES WHICH ARE ENCOUNTERED WITHIN A SCH. 40 SLEEVE TWICE THE SIZE OF THE PIPE, 1-1/2" MINIMUM. TYPICAL IRRIGATION BYPASS NTS MAINLINE PIPING, SIZE PER LEGEND CARSON 910-10-413 ROUND GREEN PLASTIC VALVE BOX WITH EXTENSIONS AS NECESSARY. TOP OF BOX AT 2" ABOVE FINISH GRADE. WIRE CONNECTORS, 3-M 3570 OR EQUIVALENT FLOW SENSOR AS REFERENCED IN IRRIGATION LEGEND FINISH GRADE STRIP SHIELD BRAID BACK 2" FROM END OF CABLE REA PE -89 COMMUNICATION - CABLE, WITH 36" MIN. EXPANSION LOOP - SEE MANUFACTURERS -_ SPECIFICATIONS FOR DETAIL. PROVIDE IN 1" PVC SCH-40 CONDUIT -III- PIPING, THESE TWO SECTIONS ONLY, TO BE SAME SIZE AS FLOW SENSOR I I I 6" MINIMUM LAYER OF PEA GRAVEL MAINLINE PIPING, SIZE PER LEGEND = COMMON BRICK (4 REQ'D) —II ALLOW MINIMUM DISTANCE OF 10X FLOUPS`SENSOR NNEAREST UPSTREAM VALVE, FITTING, I- OR REDUCING COUPLER FROM EDGE OF FLOW SENSOR - ALLOW MINIMUM DISTANCE OF 5X FLOW SENSOR SIZE FROM NEAREST DOWNSTREAM VALVE, FITTING OR REDUCING COUPLER FROM EDGE OF FLOW SENSOR FLOW SENSOR DETAIL NTS CONFORMED DRAWINGS 9/29/2016 JM ADDENDUM NO. 1 6/2/2016 JM MARK DESCRIPTION DATE DRWN LATERAL LINE TO VALVES SCH 80 PVC MALE ADAPTER CARSON INDUSTRIES PURPLE 12" RECTAGULAR VALVE BOX #1419-12-4B WITH LOCKABLE LID. 2" ABOVE FINISH GRADE. PROVIDE EXTENSIONS AS REQ'D. WATERPROOF WIRE CONNECTORS PROVIDE 36" LONG EXPANSION CURLS UNION REMOTE CONTROL VALVE WITH PURPLE HANDLE PVC SCHEDULE 80 NIPPLES TYP. - PVC TXT 90 DEGREE ELL PVC SCHEDULE 80 NIPPLE RISER 6" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED PRESSURE MAINLINE SXSXT FITTING COMMON AND CONTROL WIRES NOTE: HEAT BRAND CONTROLLER & VALVE NUMBER ON COVER IN 2" TALL LETTERS, TYPICAL REMOTE CONTROL VALVE NTS rir. 11r 1 i r MA nr OUND KABLE _E DESIGNED BY: KOBZEFF, HARRY DRAWN BY: KOBZEFF, HARRY CHECKED BY: VARONIN, JOE 0 TCLA, Inc. LANDSCAPE ARCHITECTURE - ENVIRONMENTAL DESIGN ❑ CORPORATE OFFICE. JOSEPH A. VARONIN A . L. A. CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH)661702-1011 (FX)661-702-0293 ■ ORANGE COUNTY OFFICE. 22792 CENTER DRIVE, LAKE FOREST, CA 92630 949 250-1615 (FX) 949-250-1801 QUICK COUPLING VALVE NTS LpSQ5Cgr ��y`P �OF CwL- 9 STEP 2 A U c_Trn 7 LOCKING FINGERS TUBE COVER 0 0 0 0 0 0 0 c�Trn � 7 STRIP BOTH WIRES. TWIST STRAND AROUND RIGID STRAND OVER HALF THE LENGTH OF STRIPPED WIRES. STEP 2 FOLD THE OTHER HALF OF THE RIGID STRAND OVER TWISTED STRAND AS SHOWN. lamm INSERT THE TWISTED SPLICE INTO THE "Y" ELECTRICAL SPRING CONNECTION AND TWIST OVER WIRE STRANDS IN A CLOCKWISE DIRECTION. INSERT THE CONNECTOR INTO THE GEL -FILLED DIRECT BURY SPLICE KIT. PUSH PAST THE LOCKING FINGERS TO SECURE CONNECTOR INSIDE TUBE. POSITION ALL THE WIRES THROUGH THE DEDICATED INSULATOR CHANNELS AND SNAP INSULATOR TUBE COVER CLOSED. NOTE: FOR USE WITH 3M DBY-6/DBR-6 WIRE CONNECTORS WIRE CONNECTORS 4 NTS L1001 water and environment 15510-C ROCKFIELD BLVD. SUITE 200 IRVINE CA, 92618 PULL BOX K5 NTS L100 ORANGE COUNTY OF .L SANITATION DISTRICT TRENCHING 1 NTS L1001 24" MIN. PAVING MATERIAL FINISH GRADE BASE MATERIAL IF REQUIRED NATIVE SURROUNDING SOIL CLEAN BACKFILL SOIL COMPACTED TO MATCH NATIVE SURROUNDING SOIL SAND BACKFILL AROUND PIPES WIRE IN SEPARATE SLEEVE PIPE PRESSURE MAINLINE IN SLEEVE OR NON -PRESSURE LATERAL LINE/TUBING EITHER IN SLEEVE OR NOT PER PLAN. 2" HIGH POP-UP ROTATOR, ROTOR OR SPRAY EAD WITH RUBBER CAP, 1" ABOVE FINISH RADE. FINISH GRADE NE-5-01reTlarojElvillre MARLEX 90 DEGREE STREET ELL DO NOT USE SIDE INLET PVC SCH-80 90 DEGREE TxT ELL 8" MINIMUM PVC SCHEDULE 80 NIPPLE MARLEX 90 DEGREE STREET ELL PVC LATERAL LINE AND FITTING POP-UP HEAD r2 NTS L1001 CARSON 910-10-413 OR APPROVED EQUAL 10" ROUND PLASTIC VALVE BOX WITH LOCKABLE LID FINISH GRADE AT 1 " BELOW TOP OF BOX IN TURF AREAS; 2" BELOW TOP OF BOX IN SHRUB/GROUNDCOVER AREAS. BALL VALVE PVC MALE ADAPTER 8" MINIMUM LAYER OF PEA GRAVEL RED BRICK TYPICAL, 4 REQUIRED W r:l:: = Iii I. BALL VALVE 2 NTS L1001 DISTRICT 6 TRUNK SEWER RELIEF IRRIGATION DETAILS PROJECT NO. 6-17 DRAWING NO. L5001 44 OF 59 I� m I— O PLANT 2" EARTH WATERING BASIN, ROOT BALL – TOP SHALL BE 1" HIGHER THAN FINISH GRADE. BACKFILL – AMEND ONLY PER SOILS REPORT FOR TREES AND SHRUBS. SEE SPECIFICATIONS. 2" MULCH LAYER PER PLAN (1 " THICK WITHIN BASIN). FINISH GRADE. NATIVE SOIL, RIPPED AND FINISH GRADED SMOOTH. NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. Cl SHRUB DETAIL 7 NTS �AR c� z z n z O a E N O O 0 U w 3 w N co � — a o 'r' �i 0 N O 00 IN U \ 20 Ir N (Dto u F �N oN ig N H U M wa 0 �� CL Lr) / M H to z — w O M N U O O N 0'--, i� z ow N _z Of w� W a v~i SECTIOl' i GROUNDCOVER PLANTING NTS EDGE OF HARDSCAPE PLANT FINISH GRADE SHALL BE 2" BELOW ADJACENT EDGING MULCH COVER PER PLANS AMENDED SOIL PER SOILS REPORT UNDISTURBED NATIVE SOIL EDGE OF HARDSCAPE FLATTED GROUNDCOVER AND ANNUAL COLOR PLANTINGS – SEE PLAN FOR TYPE AND SPACING MULCH COVER NOTE: TOP OF ROOT BALL SHALL BE LEVEL WITH SURROUNDING FINISH GRADE. TIE FRONDS PRIOR TO PLANTING WITH ORGANIC TWINE PALM TREE, REFER TO PLAN PALM TRUNK TO BE PLUMB VERTICALLY 3" LAYER OF MULCH ROOT BALL 4" DIAM. SCH. 40 PVC PERF. PIPE WITH CAP FOR VENTING AND INSPECTION. TWO (2) PER TREE AT 180 DEG. APART. WRAP PIPE WITH FABRIC. NATER BASIN FINISH GRADE BACKFILL OF 100% WASHED PLASTER SAND, COMPACT AS NECESSARY TO STABILIZE TREE. GRAVEL SUMP UNDER TREES ONLY UPON RECOMMENDATION BY SOILS LABORATORY. PALM TREE DRAINAGE IS CRUCIAL. THE CONTRACTOR SHALL BE SURE THE AGRONOMIST PROVIDES SUMP SPECIFICATIONS WITH THE SOILS TESTS IF NECESSARY. PALM PLANTING DETAIL NTS ♦ 11 1 1' � jOttit 1 -vAAK/AAFii�AAFG, 0 X ROOTBAL 5 10 PROPOSED SOIL LINE AT 1 –1 /2:1 MAX. EXISTING SLOPE LINE AT 2:1 0— J0 �o _cr- cn = 2X ROOTBALL I N SPECIMEN TREE. "DUCKBILL" TREE COVERS "DUCKBILL" TREE ANCHORS, DEPTH PER MANUF'S SPECIFI– CATIONS, WHITE WIRE ROPE FOR PEDESTRIAN AREAS, GALV. STL. CABLE IN NON–PEDESTRIAN AREAS. SEE NOTE BELOW. SOIL WATERING BASIN. 1/2" WHITE PVC WIRE COVERS FOR MIN. 75% OF WIRE LENGTH MULCH COVER, 1" MAX. DEPTH IN BASIN. ROOT BALL – TOP SHALL BE 2" HIGHER THAN FINISH GRADE. PLANT–TAB LOCATION. BACKFILL – AMEND ONLY PER SOILS REPORT. FINISH GRADE. UNDISTURBED NATIVE SOIL. NOTES: 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING TREE. 2. REMOVE NURSERY STAKES. 3. PROVIDE & INSTALL 21 GRAM AGRIFORM TABLETS AS PER MANUFACTURERS SPECS. 4. USE "DUCKBILL" #40 DTS FOR TREES TO 3" CAL., #68 DTS TO 6" CAL., & #88 DTS TO 11 "CAL. TYPICAL THREE ANCHORS/KIT. OVER 1 1 " CAL., REFER TO CERTIFIED ARBORIST FOR NUMBER OF CABLES PER TREE. TREE GUYING DETAIL 3 NTS 100 LOOSELY LOOP AROUND TREE IN " LODGEPOLE STAKE FIGURE 8" MANNER NAIL TO STAKE PER TREE TRUNK MAN UF'S RECOMMENDATIONS 'CINCH–TIE' DETAIL APPROVED STREET TREE, 24"-36" BOX SIZE. THIN CANOPY TO Q REDUCE WIND RESISTANCE, AS PLANT. MULCH LAYER PER PLAN (1" THICK MAX OVER ROOTBALL). ROOT BALL – TOP SHALL BE 1 "-2" HIGHER THAN FINISH GRADE. BACKFILL – AMEND ONLY PER SOILS REPORT. PLANT TABS PER NOTE BELOW. UNDISTURBED NATIVE SOIL. ?'1 --I �- M�I.OTES: __.•7 1. SCARIFY SIDES OF PLANT PIT PRIOR TO SETTING PLANT. 2. PROVIDE & INSTALL 21 GRAM AGRIFORM TABLETS AS PER MANUFACTURERS SPECS. SHRUB PLANTING ON SLOPE NTS DESIGNED BY: KOBZEFF, HARRY DRAWN BY: KOBZEFF, HARRY CHECKED BY: V�ARONIN, JOE CONFORMED DRAWINGS 9/29/2016 JM 1 CL 1, Inc. SI LANDSCAPE ARCHITECTURE - ENVIRONMENTAL DESIGN ❑ CORPORATE OFFICE. JOSEPH A. VARONIN A.S.L.A. CA#1737 1 ADDENDUM NO. I0 TM 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 / (PH)661-702-1011 (FX)661-7020293 MARK DESCRIPTION DATE DRWN ORANGE TER TY DRIVE, ICE 22792 CENTER DRIVE, LAKE FOREST, CA 92630 (PH) 949-250-1615 (FX) 949-250-1801 Lp1QSCA s� 0, Ll OFC )RMC water and environment 15510-C ROCKFIELD BLVD. SUITE 200 IRVINE CA, 92618 OQQ� NEEDED. REMOVE NURSERY STAKE Q0 IF ANY. ORIENT THE TREE WITH QQ ��Q �� Q SECTION OF TRUNK SHADED BY OQ oOO� QQ Q NURSERY STAKE TO THE NORTH. Q!8j� Q 2"X10' DIAMETER LODGEPOLE PINE Q��� QV.I.T. CT -32 'CINCH–TIES' 8 4 PER TREE. 30" MIN. DIAMETER BERM CAPABLE OF HOLDING 20 GAL. OF WATER. IMMEDIATELY PRIOR TO BACKFILL REMOVE TREE FROM CONTAINER. z CAREFULLY PLACE IT INTO PLANTING PIT. PRUNE KINKED ROOTS. DO NOT BREAK OR z OTHERWISE DISTURB ROOTBALL. m 2" LAYER MULCH (1" WITHIN BASIN). CLEAR AWAY FROM TRUNK. FINISH GRADE. Lu BACKFILL PER SPECIFICATIONS. Q) z Q - EXCAVATE A "SOIL FLARE" � m ADJACENT TO AND LOWER THAN � o — THE ELEVATION OF THE CONTAINER. N UNDISTURBED NATIVE SOIL. z MOUND NATIVE SOIL BENEATH TREE, ASSURE THE ROOTBALL CROWN IS I i 2" ABOVE FINISHED GROUND. I 12" DIAMETER AUGER HOLE BENEATH ALL TREES, MINIMUM 6' 2-4X ROOTBALL DEEP OR TO DEPTH AS APPROVED BY ENGINEER FOR PERCOLATION. BACKFILL WITH SITE SOIL. INSTALL OUTSIDE FOOTPRINT OF ROOT BALL. 1. PLANT 50' MIN. FROM BCR ON THE APPROACH TO AN INTERSECTION AND 15' FROM THE ECR ON THE EXIST SIDE AS APPLICABLE. 2. PLANT 10' MIN. FROM EDGE OF DRIVE APPROACH. 3. PROVIDE 10' CLEARANCE FROM UTILITY AND SEWER LINES. 4. PLANT 20' MIN. FROM STREET LIGHT AND POWER POLES. 5. WHERE THERE IS NO SIDE WALK, PLANT TREE IN THE CENTER OF PARKWAY. 6. PLANT TREE 3' MIN. FROM CURB. TREE PLANTING DETAIL NTS ORANGE COUNTY SANITATION DISTRICT A AA IAII IKIC nt l–GRADE, SIZE PER CAPABLE OF NSTALLATION H GRADE COMMON BRICK AT EACH CORNER OF BOX, BURY 3" BELOW GRADE 24" LONG STAKES C. AT BOTH SIDES OF \PTER, LINE SIZE SIZE PER PIPE. 1LE REMOVAL WITH VANDALISM Q,PTER, LINE SIZE I VINIVIN, LINE SIZE BALL VALVE ON -GRADE NTS MAINLINE PIPE ON BOTTOM 1 " COMMUNICATION CABLE FROM SENSOR TO CONTROLLER IF APPLICABLE CONDUIT FOR CONTROL AND COMMON WIRE, OR NON– PRESSURE LATERAL LINE FINISH GRADE COMPACTED SUB–GRADE #4 REBAR PIN STAKE TO FIT PIPE WIDTHS. DRIVE 24" INTO FINISH GRADE NOTES: 1. USE ONLY UV RESISTANT "BROWNLINE" PIPE IF EXPOSED ON GRADE. 2. VERIFY LOCATION PRIOR TO INSTALLATION. INSTALL STAKES AT 6'-0" MAX O.C. AND AT ALL JOINTS, TURNS, OR VALVE / EQUPMENT LOCATIONS. PIPE STAKED TO GRADE NTS DISTRICT 6 TRUNK SEWER RELIEF IRRIGATION AND PLANTING DETAILS PROJECT NO. 6-17 DRAWING NO. L5002 45 OF 59 0 C 0 0 W 0 z w 0 w I w o - z z O a c� Of cy 0 z z E g a 0 0 (0 J / 0 U W w N c0 M - a N o� 0 (n0 00 IN U 20 Of cV �to ,n F o� (n wa 0 rn � CL 'n / Wo z� - W N D'--, U N O � o� ,,etc) 00 Ld /z Er � (n d % v~i v<1 IRRIGATION NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE CODES. 2. T.C.L.A., INC. HAS PREPARED THESE PLANS FROM BASE INFORMATION PROVIDED BY RMC WATER & ENVIRONMENT, IRVINE, CALIFORNIA. CONTRACTOR SHALL FAMILIARIZE ITSELF WITH THESE PLANS FOR ALL PERTINENT INFORMATION RELATING TO SITE CONSTRUCTION. 3. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. NEVER INSTALL IRRIGATION OUTSIDE OF PROPERTY LINES OR LIMITS INDICATED ON PLAN. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE ENGINEER PRIOR TO INSTALLATION, OR CONTRACTOR MAY BE REQUIRED TO MOVE THIS EQUIPMENT AT THE CONTRACTOR'S OWN COST. 4. DO NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES, OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE EXISTED AT THE TIME OF THE IRRIGATION DESIGN PREPARATION. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY. IN THE EVENT THIS NOTIFICATION IS NOT GIVEN, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY TO BRING THE SYSTEM TO A PROPER WORKING CONDITION TO THE DISTRICT'S SATISFACTION. 5. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRING, CONTROL WIRE SLEEVES, LATERAL AND MAINLINE PIPING, AND PIPE SLEEVING UNDER ALL PAVED AREAS PER PLAN, PRIOR TO PAVING. ALL PIPE SLEEVING SHALL BE PVC SCHEDULE 40 PIPE AND BE A MINIMUM TWICE THE ENCLOSED PIPE SIZE AND 1-1/2" MINIMUM DIAMETER. REFER TO DRAWINGS FOR SPECIFIC SIZES. 6. CONTRACTOR SHALL TAKE A STATIC PRESSURE AT THE POINT OF CONNECTION OF THE EXISTING IRRIGATION SYSTEM. VERIFY THE PRESSURE AT THE TIME OF RECONSTRUCTION. REPORT ANY CHANGES IN STATIC PRESSURE TO THE ENGINEER PRIOR TO ANY CONSTRUCTION. 7. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN THE DETAILS, AND LISTED ON THE CITY'S APPROVED EQUIPMENT LIST. USE TEFLON TAPE ON ALL PVC MALE PIPE THREADS ON ALL SPRINKLER SWING JOINT AND VALVE ASSEMBLIES. 8. CONTRACTOR SHALL PROVIDE AND INSTALL IN-LINE SWING CHECK VALVES AND ADJUSTABLE IN -RISER CHECK VALVES IF CONDITIONS EXIST WHICH REQUIRE CHECK VALVES TO AVOID BACK DRAINAGE TO LOWER HEADS AND EMITTERS AT NO ADDITIONAL COST TO THE OWNER. 9. ALL IRRIGATION HEADS SHALL BE SET PERPENDICULAR TO THE FINISH GRADE OF THE AREA WHERE THEY ARE INSTALLED. 10. REFER TO SPECIFICATIONS FOR SUBMITTALS, INSPECTIONS AND OTHER APPLICABLE INFORMATION. 11. WHERE SPRAY HEADS EXIST, IT IS THE INTENT OF THE DESIGN TO INSTALL POP-UP HEADS ADJACENT TO ALL PEDESTRIAN AND VEHICULAR EDGES. 12. CONTRACTOR SHALL FLUSH AND ADJUST ALL IRRIGATION SYSTEMS FOR OPTIMUM PERFORMANCE AND TO PREVENT OVER -SPRAY ONTO ROADWAYS OR PAVING AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC TO FIT THE EXISTING SITE CONDITIONS AND TO THROTTLE THE FLOW CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING PRESSURE FOR EACH VALVE SYSTEM. 13. THE CONTRACTOR SHALL BE RESPONSIBLE TO FLUSH THE MAINLINE TO THE END OF THE MAINLINE, INCLUDING ALL VALVE SYSTEMS OPERATED ON THE CONTROLLER. FLUSH OUT ALL CONSTRUCTION DEBRIS WHICH MAY HAVE SETTLED IN THE MAINLINE AND/OR LATERALS REMAINING FROM THE EXISTING SYSTEM. ALL VALVES OPERATED ON THE CONTROLLER SHALL BE OPERATED FOR THE ENGINEER AND CITY TO VERIFY NO CLOGGING OF VALVES OR HEADS HAS OCCURED DOWNSTREAM OF THE CONSTRUCTION DUE TO THE NEW CONSTRUCTION AND CUTTING OF EXISTING PIPES. ALL CLOGGING OCCURING AFTER CONSTRUCTION TO THESE SYSTEMS SHALL BE REMOVED BY THE CONTRACTOR TO THE SATISFACTION OF THE ENGINEER AND CITY. 14. FLUSH OUT ALL LATERAL LINES FOR NEW SYSTEMS PRIOR TO INSTALLING NOZZLES. 15. FOR TECHNICAL ASSISTANCE WITH THE CENTRAL CONTROL SYSTEM EQUIPMENT OR OPERATION, CONTACT MR. SCOTT KYLE AT RAINMASTER, (949) 212-8013. 16. ALL NEW MAINLINE, LATERAL AND HEADS SHALL BE LOCATED A MINIMUM OF TWO (2) FEET FROM EDGE OF CURB AND ANY OTHER IMPERVIOUS SURFACES. 17. THE SHADED IRRIGATION HEADS AND LATERAL PLANS SHOWN ON THESE PLANS WERE DERIVED FROM "AS -BUILT" DRAWINGS BY CALTRANS, CITY CONTRACT NO. C-2886, CITY DWG R -5697-S. THE INTENT OF THESE PLANS IS THAT THE CONTRACTOR SHALL REMOVE EXISTING IRRIGATION WITHIN THE LANDSCAPE LIMITS OF DISTURBANCE, (WORK AREA LIMITS), AND REPLACE IN KIND AS SHOWN. SEE NOTES ON DRAWINGS. HOWEVER, SOME ADJUSTMENTS MAY BE NECESSARY DUE TO MAINTENANCE CHANGES SINCE ORIGINAL PLANS WERE COMPILED. ALL NEW IRRIGATION INSTALLATION SHALL ACHIEVE HEAD-TO-HEAD 100% COVERAGE, EVEN IF SYSTEMS REQUIRE REVISIONS TO HEADS AND LAYOUTS TO THE SATISFACTION OF THE ENGINEER. 18. ALL AREAS WITHIN THIS SCOPE OF WORK ARE MAINTAINED BY THE CITY OF NEWPORT BEACH. 19. CONTRACTOR SHALL IRRIGATE AND MAINTAIN ALL IRRIGATION SYSTEMS, INCLUDING TEMPORARY SYSTEMS ON THE NEW ICEPLANT WITHIN THE AREAS OF DISTURBANCE FOR A PERIOD OF ONE YEAR. CONFORMED DRAWINGS 9/29/2016 JM Al ADDENDUM NO. 1 6/2/2016 JM MARK DESCRIPTION DATE I DRWN KEYNOTE LEGEND: PLANTING NOTES: 1. ALL WORK SHALL CONFORM TO APPLICABLE LOCAL CODES. 2. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHER WISE SPECIFIED. 3. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE ENGINEER PRIOR TO PLANTING. 4. ALL PLANT MATERIAL WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE ENGINEER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY MATERIAL APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE ENGINEER SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. AFTER SOIL PREPARATION AND ESTABLISHMENT OF FINAL GRADES, PRIOR TO ANY PLANTING, THE CONTRACTOR SHALL IRRIGATE CONVENTIONAL SPRAY AND ROTOR AREAS THOROUGHLY FOR APPROXIMATELY TWO TO THREE WEEKS, OR UNTIL WEED SEEDS HAVE GERMINATED. WHEN THERE IS SUFFICIENT WEED SEED GERMINATION, THE CONTRACTOR SHALL APPLY A POST EMERGENT CONTACT HERBICIDE ACCORDING TO THE MANUFACTURER'S DIRECTIONS. THE CONTRACTOR SHALL THEN WAIT AN ADDITIONAL TWO (2) WEEKS TO ALLOW THE HERBICIDE TO DISSIPATE, THEN PLANT AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL REMOVE ANY RESIDUAL WEED FOLIAGE AND/OR ROOTS IN FLAT AREAS. REMOVE WEED FOLIAGE ON SLOPE AREAS LEAVING DEAD ROOTS INTACT FOR SOIL BINDING PURPOSES. 6. FINISH GRADES SHALL BE INSTALLED 1-1/2" BELOW ALL PAVING, CURBS AND BOXES WITHIN SHRUB/GROUNDCOVER AREAS, 7. FINISH SURFACE SHALL BE A MINIMUM OF TWO (2) PERCENT AWAY FROM ALL BUILDINGS, AND MATCH CIVIL ENGINEERS FLOW LINES UNLESS OTHERWISE SHOWN. 8. CONTRACTOR SHALL PLACE 12" OF CLASS C TOP SOIL IN ALL REPLANTING AREAS. THE CONTRACTOR SHALL HAVE AN AGRONOMIC SOILS TEST PREPARED FOR THE TOP 5 FEET OF SOIL AT 30 LOCATIONS ON-SITE AT HIS EXPENSE. THE CONTRACTOR SHALL THEN INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS AFTER RECEIVING A CHANGE ORDER FROM THE DISTRICT. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS SHALL BE SUBMITTED TO THE ENGINEER WITH THE REPORT FOR APPROVAL PRIOR TO WORK. ALL IMPORTED TOP SOIL SHALL RECIEVE AN AGRONOMIC SOILS TEST WITH RECOMMENDATIONS AS TO SUITABLILTY WITH EXISTING SOILS. SOILS SHALL BE APPROVED BY ENGINEER PRIOR TO IMPORTING. CONTRACTOR SHALL LIST SOURCE OF ALL IMPORTED SOIL. 9. ALL NEW SHRUB PLANTING AREAS SHALL RECEIVE A MINIMUM MULCH COVER OF 2" DEPTH. 10. ALL PLANTING AREAS ON SLOPES OVER 4:1 AND NEW SLOPES, SHALL RECEIVE A JUTE MESH EROSION CONTROL MATTING. 11. ANY PLANT MATERIAL DAMAGED BY THE CONTRACTOR AS DETERMINED BY THE ENGINEER SHALL BE REPLACED WITH ONE OF THE SAME TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE OR AS DENOTED BELOW: ERYTHRINA CAFFRA TREES - REPLACE 2:1 WITH 60" BOX ERYTHRINA TREES TIPUANA TIPU TREES - REPLACE 2:1 WITH 24" BOX TIPUANA TREES WASHINGTONIA ROBUSTA PALMS - REPLACE 1:1 WITH 40' BTH WASHINGTONIA ROBUSTA 12. THE CONTRACTOR SHALL BE AWARE OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND OR ANY INJURY TO ANY PERSON. 13. THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL TREES THAT ARE LOCATED WITHIN FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "DEEP -ROOT" OR EQUIVALENT 24" DEEP PANELS. BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE, WALLS AND/OR FOUNDATIONS PER THE ROOT BARRIER DETAIL ON THESE PLANS. INSTALL PANELS PER MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL. 14. PLACE ALL SHRUBS IN PLACE WHILE STILL IN CONTAINERS FOR LOCATION APPROVAL BY CITY PRIOR TO PIT EXCAVATION AND PLANTING. STAKE ALL TREE LOCATIONS FOR APPROVAL. 15. EACH SPECIES OF PLANT MATERIAL SHALL BE FROM THE SAME NURSERY SOURCE IF POSSIBLE TO REDUCE MIXING OF VARIETIES AND GROWTH DIFFERENCES. 16. ALL PLANTED TREES INCLUDING BOX AND CONTRACTOR MAINTAINED TREES SHALL BE WARRANTEED FOR A PERIOD OF ONE YEAR. IF AT THE DISCRETION OF THE DISTRICT THE TREES ARE NOT ACCEPTABLE AT THAT TIME THEY SHALL BE REPLACED AT THE SIZE AND RATIOS DENOTED ABOVE. 17. THE CONTRACTOR SHALL MAINTAIN THE PROJECT IN A HEALTHY AND WEED -FREE CONDITION FOR A PERIOD OF ONE (1) YEAR. 18. GUY ALL TREES WITH 2 INCH CALIPER AND LARGER. TREES SMALLER THAN 2 INCH CALIPER SHALL BE STAKED. 19. ALL AREAS WITHIN THIS SCOPE OF WORK ARE MAINTAINED BY THE CITY OF NEWPORT BEACH. 0 EXISTING CORAL TREE -PROTECT IN PLACE, SEE PLANTING NOTE #1 1 /SHT L6001. O2 EXISTING WASHINGTONIA PALM -BOX, NUMBER, MOVE OFF-SITE, MAINTAIN AND REPLANT 3O EXISTING WASHINGTONIA PALM -PROTECT IN PLACE, SEE PLANTING NOTE #11/SHT L6001. 4O EXISTING TIPUANA TREE -DEMOLISH AND REMOVE FROM SITE. REPLACE WITH 2:1 QUANTITY AT 36" BOX SIZE AS SHOWN ON PLAN, SEE PLANTING NOTE #11/SHT L6001. DESIGNED BY: KOBZEFF, HARRY DRAWN BY: KOBZEFF, HARRY CHECKED BY: VARONIN, JOE TCLA, Inc. LANDSCAPE ARCHITECTURE - ENVIRONMENTAL DESIGN ❑ CORPORATE OFFICE. JOSEPH A. VARONIN A . L . CA#1737 27905 SMYTH DRIVE, VALENCIA, CALIFORNIA 91355 (PH)661702-1011 (FX)661-7020293 ■ ORANGE COONTV OFFICE. 22792 CENTER DRIVE, LAKE FOREST, CA 92630 (PH) 949-250-1616 (FX) 949-260-1801 L�1Q5CgpE CAI�F� 7 1 TREE LEGEND MANUF. SYMBOL BOTANIC NAME COMMON NAME SIZE QTY REMARKS WUCOLS ' TIPUANA TIPU TIPU TREE 36" BOX 12 12-14' HIGH X M POPCORN ALOE (TIP TIP) 299 L BAC STA 6'-7' WIDE COYOTE BUSH • CAESALPINIA GILLIESII DESERT BIRD OF PARADISE 15 GALLON 14 5'-6' HIGH X L 165 (CAE GIL) CAR MAC CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPENT NATAL PLUM 2'-3" WIDE 261 SHRUB AND GROUNDCOVER LEGEND: (WUCOLS region 3, South Coastal) MANUF. ABBRV. BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS ACA RED ACACIA REDOLENS 'DESERT CARPET' PROSTRATE ACACIA 5 GALLON 445 L ALO GRE *ALOE GRENADENSIS POPCORN ALOE 5 GALLON 299 L BAC STA BACCHARIS 'STARN' THOMPSON COYOTE BUSH 5 GALLON 34 VL BOU LJ BOUGAINVILLEA 'LA JOLLA' LA JOLLA BOUGAINVILLEA 5 GALLON 165 L CAR MAC CARISSA MACROCARPA 'GREEN CARPET' GREEN CARPENT NATAL PLUM 5 GALLON 261 M CEA GRI CEANOTHUS GRISEUS HOR. 'YANKEE POINT' CALIFORNIA LILAC 5 GALLON 20 VL HES PAR HESPERALOE PARVIFLORA 'BRAKELIGHTS' RED YUCCA 5 GALLON 41 VL LAM SPE LAMPRANTHUS SPECTABILIS TRAILING ICE PLANT 1 GALLON 122 L MUH RIG MUHLENBERGIA RIGENS DEER GRASS 5 GALLON 107 L RHA CAL RHAMNUS CALIFORNICA 'EVE CASE' DWARF COFFEEBERRY 5 GALLON 55 VL RHU INT RHUS INTEGRIFOLIA SUGARBUSH 24" BOX 10 L THA INS THAMNOCHORTIS INSIGNIS THATCHING REED 5 GALLON 29 L CARPOBROTUS EDULIS ROOTED CUTTINGS AT 12" O.C. TRIANGULAR SPACING ICE PLANT FLATS 54,432 SF L * AVAILABLE AT WATERWISE BOTANICALS, BONSALL, CA. (760)-728-2641 CALLOUT LEGEND: 00 -ACA RED - DENOTES PLANT MATERIAL, SEE LEGEND 5 GALLON DENOTES SIZE WITHIN GROUPING IRRIGATION LEGEND: SYMBOL MANUF. MODEL DESCRIPTION PLANTING NOTE #1 1 /SHT NOZZLE RADIUS GPM PSI PATTERN 4O DETAIL TIPUANA TREE TORO 304-12-03 14 12" POP-UP STREAM ROTORS AT 36" BOX 03 28 1.36 L6001. 35 90 2 / L5001 0 TORO 306-12-03 EXISTING SHRUB MASS -JUNIPER -REMOVE FROM SITE. REPLACE JUNIPERS WITH 03 28 2.04 EXISTING 35 135 FROM SITE ALL EXISTING ACACIAS AS SHOWN. RE -PLANT IN DAMAGED AREA AS TORO 308-12-03 'LOWBOY'. 03 28 2.72 35 180 TORO 316-10-03 03 28 4.43 35 360 ❑H TORO 570Z -12P XF COM 12" POP-UP ROTATOR HEAD PRN -TA 20.5 1.22 40 HALF ® TORO 570Z -12P XF COM I PRN -TA 20.5 0.62 40 QUARTER A TORO 570Z -12P -15H -PC 12" POP-UP SPRAY HEADS 15H 14.3 .72 40 HALF PB CARSON 910-12B 10" ROUND PLASTIC CONTROL AND COMMON WIRE PULL BOX. COIL MINIMUM 24" OF 4&5 / L5001 WIRE WITHIN BOX. 0 EXISTING GRISWOLD DW-PRV SERIES REMOTE CONTROL VALVES. GIVE TO CITY STAFF, REPLACE WITH LIKE VALVE. 6 / L5001 00.4 EXISTING MATCO 754 SERIES BALL VALVE, GIVE TO CITY AND REPLACE WITH LIKE VALVE. 3 / L5001 O EXISTING RAINBIRD #44 QUICK COUPLING VALVE, GIVE TO CITY AND REPLACE WITH LIKE VALVE. 7 / L5001 NEW LATERAL LINE, PVC SCHEDULE 40, SIZE AS SHOWN. 1 / L5001 - - 21- EXISTING 2" MAINLINE. PROTECT IN PLACE AS POSSIBLE AND REPLACE WITH CLASS 315 IN LIKE SIZE WHERE DISTURBED. 1 / L5001 1/211 __- EXISTING SCHEDULE 40 / CLASS 200 PVC NON -PRESSURE LATERAL LINES. REMOVE PER PLAN AND REPLACE WITH 1 / L5001 SCHEDULE 40. 3O EXISTING WASHINGTONIA PALM -PROTECT IN PLACE, SEE PLANTING NOTE #1 1 /SHT DEMOLISH TO LIMITS AND REMOVE FROM SITE L6001. EXISTING SHRUB MASS-PHORMIUM-DEMOLISH AND REMOVE FROM SITE 13 4O EXISTING TIPUANA TREE -DEMOLISH AND REMOVE FROM SITE. REPLACE WITH 2:1 14 QUANTITY AT 36" BOX SIZE AS SHOWN ON PLAN, SEE PLANTING NOTE #11/SHT 15 L6001. MASS-CARPOBROTUS EDULIS-PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 5O EXISTING TREES -PROTECT IN PLACE O6 EXISTING SHRUB MASS -JUNIPER -REMOVE FROM SITE. REPLACE JUNIPERS WITH RHUS INTEGRIFOLIA AT 24" BOX, AT 10' O.C. AS SHOWN. 7O EXISTING SHRUB MASS -ACACIA -DEMOLISH AND REMOVE FROM SITE ALL EXISTING ACACIAS AS SHOWN. RE -PLANT IN DAMAGED AREA AS SHOWN WITH ACACIA REDOLENS 'LOWBOY'. )RMC water and environment 15510-C ROCKFIELD BLVD. SUITE 200 IRVINE CA, 92618 ORANGE COUNTY SANITATION DISTRICT O8 EXISTING SHRUB MASS-AGAPANTHUS- DEMOLISH AND REMOVE FROM SITE O9 EXISTING SHRUB MASS -BOUGAINVILLEA -DEMOLISH TO LIMITS AND REMOVE FROM SITE 10 EXISTING SHRUB MASS- LAM PRANTHUS- DEMOLISH TO LIMITS AND REMOVE FROM SITE 11 EXISTING SHRUB MASS-MYOPORUM- DEMOLISH TO LIMITS AND REMOVE FROM SITE 12 EXISTING SHRUB MASS-PHORMIUM-DEMOLISH AND REMOVE FROM SITE 13 EXISTING SHRUB MASS-TECOMARIA-DEMOLISH AND REMOVE FROM SITE. RE -PLANT AS SHOWN. 14 EXISTING GROUNDCOVER MASS-CARPOBROTUS EDULIS-DEMOLISH WITHIN LIMITS OF DISTURBANCE AND REMOVE FROM SITE. RE -PLANT AS SHOWN. 15 EXISTING GROUNDCOVER MASS-CARPOBROTUS EDULIS-PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 16 EXISTING GROUNDCOVER MASS- LAM PRANTH US SPECTABILIS- PROTECT IN PLACE OUTSIDE AREAS OF DISTURBANCE. REPLACE WHERE DAMAGED FROM CONSTRUCTION. 17 DEMOLISH AND REMOVE FROM SITE EXISTING CORAL TREE AND INSTALL 1-60" BOX CORAL TREE IN SAME LOCATION. PROJECT NO. DISTRICT 6 TRUNK SEWER RELIEF 6-17 DRAWING NO. IRRIGATION & PLANTING NOTES AND LEGENDS L6001 46 OF 59 I4I NOTES: 1 , Ali sign del ineotors barricades etc, and their instol lotion Shall conform to the State of California Standard Specifications latest edition, the California Manual on Uniform Traffic Control Devices (MUTCD) 2014 Edition and the Work Area Traffic Control Handbook (WATCH, latest edition). 2. The traffic control plans herein are for the set-upand Operation of the traffic Control system Only, A Use of these plans for any other purpose is prohibited. 3, Contractor Shall be responsible to assure that the a pro riote existing trOffic Controls remain in placeand functional during oil construction phases, The contractor shoe I Cover or remove any conflicting cting signs that exist along the roadway, 4. No work shall commence without the Construction Sign installed and other necessary traffic control devices on, site andOperational • Stationary., mounted construction area signs sho I I be fluorescent orange, us ng materials from the Co I t rons Prequo I f ed Product L s t for Signing and Delineation Materials, 5. At the conclusion of each workday, all paved t rove l ed-woy surfaces sholl be restored to on all - weother, traversable condition on or providing oppropr ote steel plates over excavation. There Shall not be a drop-off along the edge of troveled-woy > 0,15 feet, 6. Where steel plates ore used, they Shall be recessed. They Shall be friction -coated for traction. Appropriate warning signs sho I I be placed. T reoded steel plates ore prohibited. B 7, Parking restrictions shall be posted 72 hours before any work starts. Posting shall be done by the Contractor. Contractor Shall use city provided temporary no pork ng signs and notify NBPD dispatch (949)644-3717 of the posting, 8, All private driveways and side streets Shall be kept open of oil time, except when construction takes place immediately i.n front of the driveway or side street, The Contractor shall notify OCSD o minimum of 5 working days in advance of any driveway closures. 9, All deli neotors Shall be equipped with nighttime reflective bonds, and spaced no greater than 50 feet intervals along topers, lone control, and"/or edge of work zone, 10, The Contractor is responsible for the installation and maintenance of the traffic control devices identified on the plans for the safe movement of traffic and pedestrians through and around the work zone, 1 1 , The Contractor sho I I notify OCSD, Co I trons and the City of Newport Beach a minimum of 5 working days C in advance of the implementation of any construction detour, 12. Coltrons and the CitX of Newport Beach reserve the right to observe theoperation of the Traffic Control System identified here n and to make any necessary Changes as f, e l d conditions warrant , AnX Chonges to the Traffic Control System by the Contractor sholl be submitted to the Engineer 10 working days in advance of set up for approval. 13, Contractor Shall notify the Orange County Transportation Authority (OCTA) of any affected transit services 15 working days prior to the start of construction. 14. All devices of the Traffic Control System sholl be kept in place and operational at oil times, The Contractor Shall be responsible for the repair and/or replacement of traffic controI devices as needed to maintain the operation of the Traffic Control System, 15, The Contractor sholl be responsible for the removal of oil conflicting traffic stripes (including pavement morkers) and morkings by methods approved by the Engineer. D 16, Traffic Signals Shall remain in operation at oil times,Conflicting traffic signal indications Shall be covered by the Contractor at the direction of the Engineer, The Contractor shall coordinate the operation of traffic signaIs during each phase of construction with Co I t rons and the City of Newport Beach, 17. All traffic control devices of the Troff is Control System sholl be removed immediately following the compwletion Of Construction within each Traffic Control setup, The Contractorsholl be responsible for the immediate restoration of the permanenttraffic control devices,, landscaping, curb, gutter, s i dewo l ks, street pov ng and oil other existing improvements to their original condition as directed by the Engineer, w 18, Contractor Shall comply with the Americans with Disability wsabwIwty Act Guidelines and with the California Accessibi I ity Guidelines as related to pedestrians access and sholl mointoin ppedestrion access at oil times per ADA requirements, S i dewo l k closure/detour shoII comply with the MUTCD standards, 19. Contractor shall provide advance signing "CAUTION STEEL PLATES AHEAD" to worn motorist and pedestrians E of locations that steel plate brid ung of trenches within the vehicular traveled way or pedestrian path of travel ore in place dur ng cons rust ion. Pavement disruptions of 1 n, or greater Shall hove beveled edge of four w (4) horizontal o one (1) vertical along the Shoulder and min, ten(10) horizontal to one(l) vertical within travel way, 20, The Contractor sho I I be responsible for the rep I ocemen t /repo i r of oil damaged traffic stripes and mork ngs at the end of each working day, 21. Workdoysfor traffic controI setupidentified and work ore identified i n the plans os Monday through Friday in conjunction with wt h the work periodsavden t i f i ed i n the specifications, Work on the weekend is prohibited, a unless approved by the Engineer. 22, The Contractor sholl maintain on adequate bike path detour around the work zone at oil times. N 23, All t rof f i c I ones sholl hove a minimum of 5 feet clearance from Open excavations and a minimum of 2 M feet from vert Ecol obstructions. Open trench with less than five feet Of clearance sholl be protected a by K - ro i I borr i ers /temporory crash Gus i Ons installed per Co I t rons Standards, V F 24. All i gns sholl be equipped with flogs during day time working hours and with warning lights advanced warning sghts of night, 25, Instol I "OPEN TRENCH" (C27) signs whenever on open excovot ion area exists adjacent to the traveled way. 26, Al I pavement del i neot i on and ,pavement mork i ngs on Route 55 sho I I conform to Section 84-2.02E ofthe 2015 Col Trons Standard Sped f iCatons for thermoplastic traffic stripes and pavement morkings with c, enhanced wet -night visibility. i DESIGNED BY: JOHNNY LIU LEGEND H TYPE III BARRICADE w/SIGN SIGN dMe- BIKE DETOUR —► PEDESTRIAN DETOUR Q� F B Z DRAWN BY: JOSHUA PARK CHECKED BY: STEVE HENDERSON o W J. GQNZALEZ No. 045733 �` Exp•1�'31"1G spa iii ��Q rF of CAv�°� JACOB 3161 M I CHE L SON Dr. SUITE 500 ! IRVINE, C A, 92 612 CONFORMED DRAWINGS 9/29/20161 JE LINE IS 2 INCHES AT FULL SIZE (IF NOT 2" -SCALE ACCORDINGLY) & ADDENDUM NO. 2 6/27/2016 JE 10 ADDENDUM N0. 1 6/2/2016 J E MARK DESCRIPTION DATE DRWN PORTABLE FLASHING BEACON M4 -9b M4 -9b INDUSTRIAL Way HOSP I T) Iq 00 osToue M4 -9c DETOUR M4 -9c elrb DETOUR A ANA Ave M4 -9c PACIF I C C�ST Hwy �� M4 -9c M4 -9b PEDESTRIAN & BIKE DETOUR PLAN ORANGE COUNTY SANITATION DISTRICT DISTRICT 6 TRUNK SEWER RELIEF TEMPORARY TRAFFIC CONTROL PLANS nsToue M4 -9c PROJECT NO. 6-17 DRAWING NO. TC1001 47 OF 59 ROAD' WORK AHEAD BI W20-1 IU E PCMS 12" _......................_.............._......._...._. f- 1.2..x. 12 1 12"�� ....... ... ... 2_1.001741.10 . .............. .. ... . .......... ..... �k 50" 350" END ROAD WORK G20-2 'RAMP` CLOSED AHEAD DESCRIPTION s� 0 chi DETOUR M4 -9c NEWPORT BLVD CONST (dates)] NB NEWP I TAKE SUPERIOR TRAFFIC CONTROL SETUP 1 (DAY WORK 8 :30AM-3:30PM MONDAY -FRIDAY) WORK INCLUDED UNDER THIS SETUP: -SHALLOW TRENCH CONST FOR BYPASS PIPING ACROSS OLD NEWPORT Blvd/ NEWPORT Blvd TRANSITION ROAD -FOLLOW BIKE PATH DETOUR AS SHOWN ON SHEET TC1001 -MINIMUM OF 2 FULL TIME FLAGGERS TO BE LOCATED FROM 7AM-6PM (OR BY CONDITION) AT THE INTERSECTION OF OLD NEWPORT BLVD/ HOSPITAL RD/ WESTMINSTER AVE. • V ARS WOO � NEWPORT BLVD CONST (dates) DESIGNED BY: JOHNNY LIU DRAWN BY: JOSHUA PARK CHECKED BY: STEVE HENDERSON 1/29/2016 J E i/27/Z016 JE LINE IS 2 INCHES x/2/2016 JE AT FULL SIZE DATE DRWN (IF NOT 2"—SCALE ACCORDINGLY) USE ALT ROUTES NB NEWP TAKE SUPERIOR LANE CLOSURE/ WORK HOURS: 8:30AM - 3:30PM WORK DAYS MONDAY TO FRIDAY EXPECTED DURATION 2 DAYS e)AD wi 1-, SHARE THEW1 6- 1 P RAMP AMP CLOSED C2(CA) SIDEWALK CLOSED � R9-9 180" ti d. GQNZA�EZ Y WO. C45733 �;x0.1231-1�,Q 3161 MICHELSON Dr, SUITE 500 qrF OFVCA�\�, IRVINE, CA, 92612 W20-1 OLD 250' C19(CA) W11-1 LEGEND TYPE III BARRICADE w/SIGN SIGN TS14 CRASH CUSHION CHANNE L I Z I NG DEVICE TEMPORARY RAILING (TYPE K) TRAFFIC DIRECTION WORK AREA LIMITS PORTABLE FLASHING BEACON WORK AREA LIMITS IN LANDSCAPE AREAS ® PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 0I ARROW BOARD ( TYPE 11 ) 0 USE NEXT EXIT C38(CA) 540" TAPER NEWPORT R3-2 250' ORANGE COUNTY SANITATION DISTRICT Blvd �q W11-1 ?f SIDEWALK DETOUR CLOSED ~ R9-9 ROAD' WORK AHEAD w2o-i 4j* DETOUR SC9(CA) R3-2 DISTRICT 6 TRUNK SEWER RELIEF TEMPORARY TRAFFIC CONTROL PLANS R3-1 RAMP CLOSED C2(CA PROJECT NO. 6-17 DRAWING N0. T C 1002 48 OF 59 C19(CA) inN M 6F � W4 -2R 016i TI n sD G � CONFORMED DRAWINGS F uj w z Q ADDENDUM NO. 2 9 F 1L ADDENDUM NO. 1 MARK iv � DESCRIPTION s� 0 chi DETOUR M4 -9c NEWPORT BLVD CONST (dates)] NB NEWP I TAKE SUPERIOR TRAFFIC CONTROL SETUP 1 (DAY WORK 8 :30AM-3:30PM MONDAY -FRIDAY) WORK INCLUDED UNDER THIS SETUP: -SHALLOW TRENCH CONST FOR BYPASS PIPING ACROSS OLD NEWPORT Blvd/ NEWPORT Blvd TRANSITION ROAD -FOLLOW BIKE PATH DETOUR AS SHOWN ON SHEET TC1001 -MINIMUM OF 2 FULL TIME FLAGGERS TO BE LOCATED FROM 7AM-6PM (OR BY CONDITION) AT THE INTERSECTION OF OLD NEWPORT BLVD/ HOSPITAL RD/ WESTMINSTER AVE. • V ARS WOO � NEWPORT BLVD CONST (dates) DESIGNED BY: JOHNNY LIU DRAWN BY: JOSHUA PARK CHECKED BY: STEVE HENDERSON 1/29/2016 J E i/27/Z016 JE LINE IS 2 INCHES x/2/2016 JE AT FULL SIZE DATE DRWN (IF NOT 2"—SCALE ACCORDINGLY) USE ALT ROUTES NB NEWP TAKE SUPERIOR LANE CLOSURE/ WORK HOURS: 8:30AM - 3:30PM WORK DAYS MONDAY TO FRIDAY EXPECTED DURATION 2 DAYS e)AD wi 1-, SHARE THEW1 6- 1 P RAMP AMP CLOSED C2(CA) SIDEWALK CLOSED � R9-9 180" ti d. GQNZA�EZ Y WO. C45733 �;x0.1231-1�,Q 3161 MICHELSON Dr, SUITE 500 qrF OFVCA�\�, IRVINE, CA, 92612 W20-1 OLD 250' C19(CA) W11-1 LEGEND TYPE III BARRICADE w/SIGN SIGN TS14 CRASH CUSHION CHANNE L I Z I NG DEVICE TEMPORARY RAILING (TYPE K) TRAFFIC DIRECTION WORK AREA LIMITS PORTABLE FLASHING BEACON WORK AREA LIMITS IN LANDSCAPE AREAS ® PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) 0I ARROW BOARD ( TYPE 11 ) 0 USE NEXT EXIT C38(CA) 540" TAPER NEWPORT R3-2 250' ORANGE COUNTY SANITATION DISTRICT Blvd �q W11-1 ?f SIDEWALK DETOUR CLOSED ~ R9-9 ROAD' WORK AHEAD w2o-i 4j* DETOUR SC9(CA) R3-2 DISTRICT 6 TRUNK SEWER RELIEF TEMPORARY TRAFFIC CONTROL PLANS R3-1 RAMP CLOSED C2(CA PROJECT NO. 6-17 DRAWING N0. T C 1002 48 OF 59 1:3 END ROAD WORK G20-2 ROAD WORK AHEAD W20-1 ' RAMPI'N CLOSED AHEAD C19(CA) 350" SIDEWALK CLOSED R9-9 0 �o 12• NEWP P� BLVD CONST (dates), USE ALT ROUTES NB NEWP TAKE SUPERIOR .---- fW ........................................................................ ....................................................................... -.0-M 12* ....... . ................. ­ ...... . ........ 12 —� ............. ,2•� -- 121 W-40- 00 0 roll2501 �S 0, E W4 -2R N RIGHT LANE F CLOSED AHEAD a C20(CA) Q N tj I n sD G � FCONFORMED DRAWINGS zQ ADDENDUM NO. 2 F 10 ADDENDUM NO. 1 v MARK DESCRIPTION chi DETOUR M4 -9c DESIGNED BY: JOHNNY LIU DRAWN BY: JOSHUA PARK CHECKED BY: STEVE HENDERSON 1/29/2016 J E i/27/Z016 JE LINE IS 2 INCHES x/2/2016 JE AT FULL SIZE DATE DRWN (IF NOT 2"—SCALE ACCORDINGLY) TRAFFIC CONTROL SETUP 3 (DAY WORK 8:30AM-3:30PM MONDAY -FRIDAY) i WORK INCLUDED UNDER THIS SETUP: -PIT 1 EXCAVATION -PIPE BURST FROM PIT 1 TO EX MH -135 -REMOVE & REPLACE EX MH -025 & ACCESS IMPROVEMENTS -PIT 2 EXCAVATION -PIPE BURST FROM PIT 2 TO EX MH -135 -REMOVE & REPLACE EX MH -135 & MH ACCESS IMPROVEMENTS -PIPE BURST FROM PIT 2 TO EX MH -140 -SURFACE RESTORATION AT PIT 2 -FOLLOW BIKE PATH DETOUR AS SHOWN ON SHEET TC1001 -MINIMUM OF 2 FULL TIME FLAGGERS TO BE LOCATED FROM 7AM-6PM (OR BY CONDITION) AT THE INTERSECTION OF OLD NEWPORT BLVD/ HOSPITAL RD/ WESTMINSTER AVE. LANE CLOSURE/ WORK HOURS 8:30AM - 3:30PM WORK DAYS: MONDAY TO FRIDAY EXPECTED DURATION 4 WEEKS USE NEXT EXIT rig C38(CA) SHARE THE W1 6-1 P � ROAD =�V E W Blvd R-5 5 1_ — ................... . ........ . ...... IN4.-0..*..( ... T.Y.P..) ... ............................................................ 540' NEWPORT \ BLVD CONST (dates) � USE ALT ROUTES NB NEWP TAKE SUPERIOR � 9 9,y .� ROAD WORK .� AHEAD W20-1 d. GQNZALEZ c?� Y WO. C45733 �;xp.l3L-1�\Q 3161 MICHELSON Dr, SUITE 500 qrF OF VCAUIRVINE, CA. 92612 RAMP CLOSED C2(CA) PIT 1 OLD NEWPORT C19(CA) R3-2 LEGEND H TYPE III BARRICADE w/SIGN SIGN TS14 CRASH CUSHION CHANNE L I Z I NG DEVICE TEMPORARY RAILING (TYPE K) TRAFFIC DIRECTION WORK AREA LIMITS PORTABLE FLASHING BEACON WORK AREA LIMITS IN LANDSCAPE AREAS Lo ® PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) �I ARROW BOARD ( TYPE 11)o ~ SIDEWALK CLOSED R9-9 TYPE P(CA) (Rt) PROPOSED.............. . .. ............. . ............ . .... ... . . . ....... .. ......... SEWER LI ................... 1 W LANE ul CLOSEDLn I W C30(CA) W w z M H -1 3 ..... z U I— ... _. Q .._......_._. _.. 250 \ C.9 ROAD I Y-� WORK AHEAD DETOUR W11-1 SC9(CA) ORANGE COUNTY SANITATION DISTRICT DISTRICT 6 TRUNK SEWER RELIEF TEMPORARY TRAFFIC CONTROL PLANS R3-1 RAMP CLOSED C2(CA) PROJECT NO. 6-17 DRAWING NO. T C 1005 51 OF 59 A 2 . . . . . .... .. .... . ..... . . .... .... ........ ... ......... . . . . 19� 1 17 ( . ..... . . eir I A") I I L. III.:A 1- 1" 1"R 1-1- HNFID ANF) DII, 1 fly r 1 0 A`:`"')'lK 24. 1 -K)" 1- 1 N I ANL) I I N 1,1�1,� L) A N I,) Il 'I G N, IN'll)"I'Al"L L W E" I CXWJI�"D I'l)I[)JJ N H N GAN H ARY PH I ANII) '3ANDON 1:11"),", Cl) aj 01 wII MOV[MANI-101,1`1. jq-) j C") If 11 ojIi CNI (-)j�A I W A "y" ylr. 3 M(fl A- Al MAN14"X41' E A" fl ON 1',)WC') No. 9 CW 1, 1 F 1: A U I I D/\ I AI Vie: AND IN',,,,;I'AI L, VC, I' W 1: f V) (Al"I'L ("K,II 0 (1) 9 0 Tl,,,;] MANI, K 1-11" 1. F) w F'00] IW H M L x I I 'I W I WAL-l-, NO. 1,,)(3A & l'5(l 11 0 Nl­ v o 0 11 N G' 2 1,41' 1 1 1 .11, 1 1 ''I'll I I � , .1 1 Al 1 I,- X I "I v I J) 2, CX) I J:71 j, I, r al, CAl V 0 1 X, I v i" x J L"J", 2(l"yy0 'r 1�D,OCI'A FF: ­ 11A 2/IL" WA I lll]-� LRO-D A11,111") 'L A v V", 01 1 1'v.1 f A I Nil: I h A N I I 5 0 TAI- I- 1- 1 I'd 1', 1 A N ,2 2 ), 1, � () 2 5,`,3 J"Z] VCM MI—I N( rUlft' . . .. . 11` ("M" (11��2 Yl 9 2',,,,)' ... . . ... . ... .. .. . ... . . . .. .... VERIFY SCALJ"' 1A 0* < All, 1' qo N . . ... .... ..... . . .... ..... . .. . . . . .... .. I' !,,I G 1 11 L P DRAWN: . . . . .. .. . .... . . . ... 111"N MA, KF,AK4Ah_ 4 ly) NORTI I VINFYARI) AVFNUL� ONJARAO, (Alll`�OPNIA WPM. C) 1�, i G F" fly . . ..... ... 111,10NI Ny,�f, ()09 W 2:''� I AX No,(,,',)(Y))�)Ju� cw,,)�) SANFTARY l!") E" WER 1"ll-AN ... . . .. .. . S A 11 "1 A] 110 �,Al 11 . ..... 11 111 .... ... . .. . . ........ . .... . . . . ..... . ........... . ......... WX DESCRIPT10N DATT;ti.. .✓.. . ... . . . .... I" j", ONE IN(Al "A Y1.1:1 ..... . . . . ... K VISIONS ON ORIGINAL '12/99 D 2 . . . . . .... .. .... . ..... . . .... .... ........ ... ......... . . . . 19� 1 17 ( . ..... . . eir APPENDIX C - PRODUCT DATA 1. SJE Rhombus Model 112 Control Panel 2. Grundfos KP 250 1/3 -HP Utility Pump 3. SJE Rhombus PumpMaster Switch 4. SJE Rhombus SignalMaster Switch 5. GF Cone Check Valve Type 561/562 6. Seametrics WMP Series Magmeter 7. Eisel Enterprises Precast 24x36 Pull Box 8. Pacific Grating Molded Grating & Perforated Metal 9. Crouse -Hinds Link -Seal Device 10. Val -Matic Cam -Centric Plug Valve 11. Jensen Precast Misc. 48" and 60" Manhole Components 12. Rain Bird RSD Series Rain Sensor 13. Myers Stainless Steel Cabinet (Model # MEUGI-ENC) 4 Single phase, simplex motor contactor control. The Model 112 control panel provides a reliable means of controlling one 120, 208, or 240 VAC single phase pump in pump chambers, sump pump basins, irrigation systems and lift stations. Two control switches activate a magnetic motor contactor to turn the pump on and off. If an alarm condition occurs, an additional alarm switch activates the audio/visual alarm system. 1. Enclosure measures 8 x 8 x 4 inches (20.32 X 20.32 X 10.16 cm). Choice of NEMA 1 (steel for indoor use), or NEMA 4X (ultraviolet stabilized thermoplastic with removable mounting feet for outdoor or indoor use). * Options selected may increase enclosure size and change component layout. 2. Magnetic Motor Contactor controls pump by switching electrical lines. 3. HOA Switch for manual pump control (mounted on circuit board). 4. Green Pump Run Indicator Light (mounted on circuit board). 5. Float Switch Terminal Block (mounted on circuit board). 6. Alarm and Control Fuses (mounted on circuit board). 7. Alarm and Control Power Indicators (mounted on circuit board). 8. Ground Lug 9. Circuit Breaker (optional) provides pump disconnect and branch circuit protection. STANDARD ALARM PACKAGE 10. Red Alarm Beacon provides 360° visual check of alarm condition. Note: NEMA 1 style utilizes a door mounted indicator in lieu of a beacon. 11. Alarm Horn provides audio warning of alarm condition (83 to 85 decibel rating). Note: NEMA 1 style utilizes an internally mounted buzzer in lieu of horn. 12. Exterior Alarm Test/Normal/Silence Switch allows horn and light to be tested and horn to be silenced in an alarm condition. Alarm automatically resets once alarm condition has been cleared. 13. Horn Silence Relay (mounted on circuit board). NOTE: other options available. AF Entire control system (panel and switches) is UL Listed to meet and/or exceed industry safety standards AF Dual safety certification for the United States and Canada AF Standard package includes three 20' SJE SignalMaster° control switches AF Complete with step-by-step installation instructions AF Five-year limited warranty 34" (86.36cm) Panel Mounting Post (Factory Installed). Includes Simplex Installation Kit (Enclosure upsized to 10" x 8" x 6" (25.4 x 20.32 x 15.24 cm). Max. Enclosure size14" x 12" x 6" (35.56 x 30.48 x 15.24 cm) SEE BACKSIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS SEE PRICE BOOK FOR LIST PRICE. Model Shown 1121 W914 C @us LISTED SE Rh bus® PO Box 1708, Detroit Lakes, MN 56502 1-888-DIAL-SJE • 1-218-847-1317 1-218-847-4617 Fax email: customer.service@sjerhombus.com www.slerhombus.com 112 MODEL 112 ALARM PACKAGE 0 = select options or no alarm package 1 = alarm package (includes test/normal/silence switch, fuse, red light, horn & float) ENCLOSURE RATING I I = Indoor, NEMA 1 (metal) I W =Weatherproof, NEMA 4X (engineered thermoplastic) STARTING DEVICE 1 = magnetic motor contactor 120/208/240V 9 = magnetic motor contactor 120V only PUMP FULL LOAD AMPS 0 = 0-7 FLA 1 = 7-15 FLA 2 = 15-20 FLA 3 = 20-30 FLA (Enclosure Upsize required) PUMP DISCONNECTS 0 = no pump disconnect 4 = circuit breaker 120V (select STARTING DEVICE option 9 above) 120/208/240V (select STARTING DEVICE option 1 above) FLOAT SWITCH APPLICATION H or L = pump down or pump up (select 17 option) X = no floats WITH alarm package WITHOUT alarm package OPTIONS Listedbetow ENCLOSURE UPSIZE - If you selected 3 or more of the * options, or one ** option , a one-time enclosure upsize fee would apply. CODE DESCRIPTION [] 1A Red beacon only / no audio CODE DESCRIPTION (must select 1E if floats included) (] 11C NEMA 1 alarm panel (must select option 6A) (] 1 C Horn only / no visual (] 11D NEMA 4X alarm panel (must select option 6A) (must select 1E if floats included) 0**14B Main disconnect (rotary style, mounted through door, non-fused) Q 1 E Alarm float ** (] 0-20 FLA Q 3A Alarm flasher ** Q 20-30 FLA * 36 Manual alarm reset Q 15A Control / alarm circuit breaker (] **4A Redundant off Q 16A 10' cord in lieu of 20' (per float) (select option 4D if floats included) Q 16B 15' cord in lieu of 20' (per float) (] **4B Red redundant off indicator & alarm Q 16C 30' cord in lieu of 20' (per float) (must select 4A also) Q 16D 40' cord in lieu of 20' (per float) Q 4D Redundant off float Q 17A SJE SignalMaster® / mounting strap 0 (per float) (select 4A option) (select 17 option) Q 17B SJE SignalMasterl / externally weighted 0 (per float) 0 * 5A Thermal cutout/heat sensor auto Q 17C Sensor Float° / internally weighted A (per float) reset (for pumps w/thermal switch leads) 0 17D Sensor Float® / externally weighted A (per float) 0 **5E Seal failure circuit & red indicator (2 wire) 0 17E Sensor Float® Mini / pipe clamp A (per float) 0 6A Auxiliary alarm contact, form C 0 17F Sensor Float® Mini / externally weighted A (per float) (] * 8A Elapsed time meter 0 17J Sensor Float® / pipe clamp A (per float) (] * 8C Event (cycle) counter 0 19T TOA (Test/Off/Automatic) switch and pump run light through (] **9_A Pump overload door mounted specify amperage after number 9 followed by letter "A". 0 19U HOA (Hand/Off/Automatic) switch and pump run light through Example: 912A = 12 amp pump. door mounted **=0-25 FLA 0 19X Door mounted pump run indicator **025-30 FLA 21A SJE PumpMaster° in lieu of on/off switches 0 0 10E Lockable latch - NEMA 4X Q 21B SJE PumpMaster® Plus in lieu of on/off switches 0 0 10E Lockable latch - NEMA 1 Q 21C Super Single® in lieu of on/off switches A 0 * 10F Lightning arrestor (select pump circuit breaker) 0 21D Double Float® in lieu of on/off switches A *10K Anti -condensation heater e 0 Mechanically -activated A Mercury -activated 10P Panel Mounting Post (Factory Installed. Includes Simplex Install. Kit) (Encl. upsized to 10x8x6.Max 14xl2x6) If additional features are required, call the factory for a quote on an Engineered Custom control panel. n A AO PYI r MODEL 112 T 9 1 4 H Alarm Package Enclosure Ratin=Tg Starting Device 4—T Pump Full Load Amps Pump Disconnect Float Switch Application Options: Flasher, Elapsed Time Meter, SJE SionalMaster®/ pipe clamp Technical Data - Utility Pumps Electrical Data Performance Curve H (ft) KP 350 28 KP 250 24 20 16 KP 150 12 8 4- 0 L 0L 0 KP 150, 250, 350 5 10 15 20 25 30 35 40 45 50 55 Q(GPM) Pump Service Maximum Power Input Maximum Locked Rotor Nominal Type HP Factor PH Consumption Voltage Current Current (Amps) Speed (Rpm) (Watts) (Amps) KP150 1/4 1.6 1 115 300 2.9 8.7 3350 KP250 1/3 1.6 1 115 480 4.9 14.5 3350 KP350 1/2 1.6 1 115 800 7.5 21.4 3350 Technical Data Performance Range: • Flow: 0.5 - 62 GPM • Head: 0 - 31 ft. Solids Handling: • 3/8" Spherical Solids Motor Type: • AC Induction • Water/Glycol Filled (SML 2) • Class F Insulation Motor Duty: • Semi -Continuous if fully submerged —Max. 8 hours in a 24 hour period Starts Per Hour: •10 Minimum Liquid Level (Above Bottom of Pump) • Manual Operation: -With Suction strainer: 1.0 inches - Without suction strainer: 0.5 inches • Automatic operation: KP 150, KP 250: 3.5 inches KP 350:4.0 inches 18 G12uNnF05"N pH Range: •4to9 Thermal Protection: • Internal resetting Fluid Temperature Limits: (Totally Submerged) • 32° -122°F (0° - 50°C) Semi -Continuous* • 32° -158°F (0° - 70°C) Intermittent Discharge Size: • 1-1/4" Female NPT Impeller Design: • Semi -Open Maximum Installation Depth Below Water Level: • 30 ft. Approvals: • CSA Approved • UL Listed Length of Power Cord: - 10 or 25 ft. Technical Data - Utility Pumps Dimensional Drawing Dimensions and Weights KP 150, 250, 350 Materials of Construction Description Motor Data D1 Dimensions (Inches) Ship Discharge Pump 304 SS Shaft 431SS Wt. VolShip Bearings Compounded Carbon Seal Rings NBR Power Cord Jacket Neoprene Grommet Neoprene Motor Fluid Water/Glycol Filled (SML 2) Type HP S. F. PH Volts NPT A B C D E F G (lbs.) u. ft KP150 1 1/4 1.6 1 115 1-1/4" 5-7/8 5-7/8 8-7/16 8-7/8 5-9/16 1-3/16 1-1/4 15 1 0.5 KP250 1/3 1.6 1 115 1-1/4" 5-7/8 5-7/8 8-7/16 8-7/8 5-9/16 1-3/16 1-1/4 16 0.5 KP350 1/2 1.6 1 115 1-1/4" 5-7/8 5-7/8 8-11/16 9-1/8 5-9/16 1-3/16 1-1/4 18 0.5 Materials of Construction Description Material Pump Housing 304 SS Strainer 304 SS Impeller 304 SS Shaft 431SS Fasteners, Wear Plate, Lock Nut, Washer 304 SS Bearings Compounded Carbon Seal Rings NBR Power Cord Jacket Neoprene Grommet Neoprene Motor Fluid Water/Glycol Filled (SML 2) GRUNnFOS°`% 19 Mechanically -activated, wide-angle pump switch designed for performance and dependability. These mechanically -activated, wide-angle switches provide automatic control of pumps in: • Water • Sewage applications These pump switches are not sensitive to rotation or turbulence allowing them to be used in both calm and turbulent applications. GENERAL SPECIFICATIONS • Flexible SJOW, water-resistant (CPE) cable C o • High impact, corrosion resistant, PVC float housing ...a SA® • Temperature rating up to 601 C (1401 F) LR54245 • Maximum water depth of 14 meters (46 feet) or 138 kPa (20 psi) "°' H�raulic • IPX8 enclosure rating • Float dimensions: 7.75 cm diameter x 9.04 cm long (3.05 inch x 3.56 inch) • Adjustable pumping range of 18 to 91 cm (7 to 36 inches) • Heavy-duty contacts • UL Recognized, CSA certified Note: These switches must be used with pumps that provide integral thermal overload protection. MODEL SPECIFIC SPECIFICATIONS SJE -O pump float Voltage 50 Hz/60 Hz Single Phase I Maximum Pump Running Current Maximum Pump Starting Current 125/250 VAC I 13 amps 85 amps Cable: 16 gauge, 2 conductor SJE .o PLUS pump float Voltage 50 Hz/60 Hz Single Phase Maximum Pump Running Current 125/250 VAC Maximum Pump Starting Current 125/250 VAC 15 amps 16 gauge, 3 conductor 85 amps Cable: 14 gauge, 2 conductor SJE -O SPDT pump float Voltage 50 HV60 Hz Single Phase Maximum Pump Running Current Maximum Pump Starting Current 125/250 VAC I 13 amps 85 amps Cable: 16 gauge, 3 conductor Can be wired to operate in either pump down (normally open) or pump up (normally closed) applications. (Single Pole, Double Throw) SEE BACK SIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. Pump Down / ON position contacts / M CLOSED on/off ramp steel ball II '' �' I �- 1W&E bus, PC Box 1708, Detroit Lakes, MN 56502 Phone: +1 218 847 1317 email: customer.service@sjerhombus.com www.sjerhombus.com D.9 -nmmu O a 03 y 'a Q.� �o aU. Mechanically -activated, wide-angle pump switch designed for performance and dependability. ORDERING INFORMATION Pump Down is normally open contacts for emptying. Pump Up is normally closed contacts for filling. SJE PumpMaster° SPDT pump switch has 3 conductors for pump down and pump up operation. SEE INTERNATIONAL PRICE BOOK FOR LIST PRICING. OPTIONS Bagged Packaging is standard. Piggy -Back Plug - North American standard plug. Options are available for SJE PumpMaster° and SJE PumpMaster° Plus pump switches. Please contact the factory. D.10 R#ASE rj)U S www.sjerhombus.com customer.service@sjerhombus.com 9500196B ©SJE-Rhombus 11/17 SJE -O Pump Float PART NUMBER DESCRIPTION I I SHIPPING WEIGHT Pump Down Pump Up Cable Length Mounting Device 1003981 1003982 3 Meters Mounting Clamp 0.58 kg 1006663 1006664 3 Meters Cable Weight 1.42 kg 1003923 1003924 5 Meters Mounting Clamp 0.79 kg 1006665 1006666 5 Meters Cable Weight 1.63 kg 1005529 1005530 6 Meters Mounting Clamp 0.88 kg 1006667 1006668 6 Meters Cable Weight 1.73 kg 1003925 j 1003926 10 Meters Mounting Clamp 1.33 kg 1006669 1006670 SJE PART NUMBER 10 Meters Cable Weight -o PLUS Pump Float DESCRIPTION 2.17 kg SHIPPING WEIGHT Pump Down Pump Up Cable Length Mounting Device 1003983 I 1003984 3 Meters Mounting Clamp 0.70 kg 1003931 1003932 5 Meters Mounting Clamp 0.93 kg 1005531 1005532 6 Meters Mounting Clamp 0.88 kg 1003933 1003934 SJE PART NUMBER Normally Open or Normally Closed 10 Meters Mounting Clamp -o SPDT Pump Float DESCRIPTION Cable Length Mounting Device 1.52 kg SHIPPING WEIGHT 1004673 3 Meters Mounting Clamp 0.68 kg 1004674 3 Meters Cable Weight 1.52 kg 1004675 5 Meters Mounting Clamp 0.89 kg 1004676 5 Meters Cable Weight 1.72 kg 1004677 6 Meters Mounting Clamp 0.99 kg 1004678 6 Meters Cable Weight 1.83 kg 1004679 10 Meters Mounting Clamp 1.41 kg 1004680 10 Meters Cable Weight 2.25 kg Pump Down is normally open contacts for emptying. Pump Up is normally closed contacts for filling. SJE PumpMaster° SPDT pump switch has 3 conductors for pump down and pump up operation. SEE INTERNATIONAL PRICE BOOK FOR LIST PRICING. OPTIONS Bagged Packaging is standard. Piggy -Back Plug - North American standard plug. Options are available for SJE PumpMaster° and SJE PumpMaster° Plus pump switches. Please contact the factory. D.10 R#ASE rj)U S www.sjerhombus.com customer.service@sjerhombus.com 9500196B ©SJE-Rhombus 11/17 4' SJE RHOMBUS. SJE PumpMaster® and SJE PumpMaster® Plus Quick Fit Pump Switches installation Instructions SJE-Rhombus® wide angle pump switches are designed to provide automatic control of pumps in water and sewage applications. Mechanically activated Mechanically activated pump switch for direct pump switch for direct control of pumps in: control of pumps in: AF Sewage 1 Sewage AF Water i — ■ Water U.S. Patent Nos. 5,087,801 & 5,142,108 U.s. Patent Nos. 5,087,807 & 5,142,108 tether 3.5 6 10 14 18 22 24 tether 3.5 6 10 14 18 22 24 length min length min. pumping 7 10 16 22 28 33 36 pumping 7 10 16 22 28 33 36 range range 1 The float and piggyback plug are separate to allow for quick It installation by routing the float cord through conduit and heat shrink, then attaching the piggyback plug by inserting the quick connect terminals and applying the protective heat shrink. PREVENTATIVE MAINTENANCE • Periodically inspect the product. Check that the cable has not become wom or that the housing has not been damaged so as to impair the protection of the product. Replace the product immediately if any damage is found or suspected. • Periodically check to see that the float is free to move and operate the switch. • Use only SJE-Rhombus' replacement parts - SJ E -R H OM B U S" warrants arts. SJE-RHOMBUS®warrants to the original consumer that this product shall be free of manufacturing defects for five years after the date of consumer purchase. During that time period and subject to the conditions set forth below, SJE-RHOMBUS®will repair or replace, for the original consumer, any component which proves to be defective due to defective materials or workmanship of SJE-RHOMBUS®. ELECTRICAL WIRING AND SERVICING OF THIS PRODUCT MUST BE PERFORMED BY A LICENSED ELECTRICIAN. THIS WARRANTY DOES NOT APPLY: [A] to damage due to lightning or conditions beyond the control of SJE-RHOMBUS®; (B) to defects or malfunctions resulting from failure to properly install, operate or maintain the unit in accordance with printed instructions provided; [C] to failures resulting from abuse, misuse, accident, or negligence; (D) to units which are not installed in accordance with applicable local codes, ordinances, or accepted trade practices, and [E] to units repaired and/or modified without prior authorization from SJE-RHOMBUS®. Some states do not allow limitations on how long an implied warranty lasts, so the above limitation may not apply to you. Some states do not allow the exclusion or limitation of incidental or consequential damages, so the above limitation or exclusion may not apply to you. This warranty gives you specific legal rights, and you may also have other rights which vary from state to state. TO OBTAIN WARRANTY SERVICE: The consumer shall assume all responsibility and expense for removal, reinstallation, and freight_ Any item to be repaired or replaced under this warranty must be returned to SJE-RHOMBUS®, or such place as designated by SJE-RHOMBUS®. ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS ARE LIMITED TO THE DURATION OF THIS WRITTEN WARRANTY. SJE-RHOMBUS® SHALL NOT, IN ANY MANNER, BE LIABLE FOR ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES AS A RESULT OF A BREACH OF THIS WRITTEN WARRANTY OR ANY IMPLIED WARRANTY. NOTICE! Products returned must be cleaned, sanitized, or decontaminated as necessary prior to shipment to ensure that employees will not be exposed to health hazards in handling said material. All applicable laws and regulations shall apply. ITT ELECTRICAL SHOCK HAZARD Disconnect power before installing or servicing this product. A qualified service person must install and i ; s . ,> Do not use with flammable liquids. Install in accordance with ANS IINFPA 70. Suitable for intrinsically horizontal is NOT equal to pumping range below service this product according to applicable electrical �� usage with safe circuit defined by UL 698A_ and plumbing codes_ a guide. Pumping ranges are based on testing in extensions as aureoollow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSIINFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. For detailed specifications on this product, or for the complete line of SJE-Rhombusll panel, alarm, and switch products, visit our web -site at www.sjerhombus.com. 1. Determine the required cord tether length according to product specifications on the front page and as shown in Figure A. 2. Place the cord into the clamp as shown in Figure B. 3. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figure B. Note: Do not install cord under hose clamp. 4. Tighten the hose clamp using screwdriver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. Note: All hose clamp components are made of 18-8 stainless steel material. See your SJE-Rhombus® supplier for replacements. Figure A plugger box rtp plug piggyback plug heat shrink 1 Electrical outlet must be located in an enclosure providing strain relief such as a plugger box. 1 Electrical outlet voltage, piggy -back plug voltage, and pump voltage must match. 1. Fallow steps 1 through 4 of "Mounting The Switch.' 2. Route the float cable into a plugger box. 3. Slide heat shrink onto the float cable and connect piggy -back plug by fully inserting the quick connect terminals. 4. Move the heat shrink so that it is centered over the splice connection as shown in Figure C. Warning - Not installing heat shrink as defined in steps 4-5 introduces safety hazards and may result in serious injury, electric shock, or death. Prang I Figure C 5. Using a heat gun or torch, gradually apply heat to the heat shrink until it shrinks and fits snugly to the cable outer jacket, and quick connect terminals. The heat shrink is lined with adhesive. When properly installed, there should be a small amount of adhesive squeezed out at each end. CAUTION - Take care not to burn the heat shrink or cable jacket during this process. 6. Insert the piggy -back plug into the outlet. 7. Plug the pump into the piggy -back plug as shown in figure A. 8. Check the installation. Allow system to cycle to insure proper installation. Figure B 3.5 inch (8 cm) minimum tether length tether length can effect switch operation and will reduce the fatigue lire of the cable. f> SJE RHOMBUS 22650 County Highway 6 j P.O. Bax 1708 j Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) AF Phone: 218-847-1317 Ar Fax: 218-847-4617 1 E-mail: customer.service@sjerhombus.com Instl. Instr. PN 103677OF ®SJE-Rhombus 02118 Due to weight of cable, pumping range above horizontal is NOT equal to pumping range below horizontal. Use values published on front page as a guide. Pumping ranges are based on testing in Iengeif<i non -turbulent conditions. Range may vary due to wafer temperature and cord shape. Note. As the tether length increases, so does the variance of the pumping range. Prang I Figure C 5. Using a heat gun or torch, gradually apply heat to the heat shrink until it shrinks and fits snugly to the cable outer jacket, and quick connect terminals. The heat shrink is lined with adhesive. When properly installed, there should be a small amount of adhesive squeezed out at each end. CAUTION - Take care not to burn the heat shrink or cable jacket during this process. 6. Insert the piggy -back plug into the outlet. 7. Plug the pump into the piggy -back plug as shown in figure A. 8. Check the installation. Allow system to cycle to insure proper installation. Figure B 3.5 inch (8 cm) minimum tether length tether length can effect switch operation and will reduce the fatigue lire of the cable. f> SJE RHOMBUS 22650 County Highway 6 j P.O. Bax 1708 j Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) AF Phone: 218-847-1317 Ar Fax: 218-847-4617 1 E-mail: customer.service@sjerhombus.com Instl. Instr. PN 103677OF ®SJE-Rhombus 02118 Mechanically -activated, narrow -angle float switches designed to activate pump control panels and alarms. This narrow -angle sensing device is used to accurately monitor liquid levels in: • Water • Sewage applications The SJE SignalMaster° control switch is not sensitive to rotation. Normally Open Model (high level) The control switch turns on (closes) when the switch tips slightly above horizontal sig- naling a high level, and turns off (opens) when the switch drops slightly below horizon- tal. Normally Closed Model (low level) The control switch turns on (closes) when the switch tips slightly below horizontal sig- naling a low level, and turns off (opens) when the switch tips slightly above horizontal. SPDT = Single Pole Double Throw GENERAL SPECIFICATIONS • 125/250 VAC, 50/60 Hz, 5 Amps • Flexible SJOW, water-resistant (CPE) cable L • High impact, corrosion resistant, polypropylene float housing LI LR54245 • Temperature rating up to 600 C (140° F) • Maximum water depth of 9 meters (30 feet) or 90 kPa (13 psi) Hydraulic • IPX8 enclosure protection • Float dimensions: 7.0 cm diameter x 12.3 cm long (2.74 inch x 4.83 inch) • Suitable for Category II installations • Protected by double insulation • UL Listed, CSA certified, *CE units available upon request Note: These switches are not recommended for controlling electrical loads less than 100 milliamps, 12 VAC, or for non -arcing electrical loads. MODEL SPECIFIC SPECIFICATIONS Cable: 1 18 gauge, 2 conductor Cable: 1 18 gauge, 3 conductor Can be wired to operate in either normally open or normally closed applications. (Single Pole, Double Throw) SEE BACK SIDE FOR COMPLETE LISTING OF AVAILABLE OPTIONS. Normally Open / ON position contacts CLOSED steel ball Normally Closed / OFF position contacts OPEN steel ball IM&EbU S PO Box 1708, Detroit Lakes, MN 56502 Phone: +1 218 847 1317 email: customer.service@sjerhombus.com www.sjerhombUS.com E.7 Mechanically -activated, narrow -angle float switches designed to activate pump control panels and alarms. ORDERING INFORMATION SJE PART NUMBER -I Control Float DESCRIPTION SHIPPING WEIGHT Normally Open Normally Closed Cable Length Mounting Device 1006075 I 1006080 I 3 Meters Mounting Clamp 0.75 kg 1006085 1006090 3 Meters Cable Weight 1.23 kg 1006076 1006081 5 Meters Mounting Clamp 0.66 kg 1006086 1006091 5 Meters Cable Weight 1.42 kg 1006077 1006082 6 Meters Mounting Clamp 0.76 kg 1006087 1006092 6 Meters Cable Weight 1.52 kg 1006078 1006083 10 Meters Mounting Clamp 1.14 kg 1006088 1006093 PART NUMBER Normally Open or Normally Closed 10 Meters Cable Weight DESCRIPTION Cable Length Mounting Device 1.91 kg SHIPPING WEIGHT 1006111 I 3 Meters Mounting Clamp 0.54 kg 1006116 I 3 Meters Cable Weight 1.30 kg 1006112 5 Meters Mounting Clamp 0.78 kg 1006117 5 Meters Cable Weight 1.54 kg 1006113 6 Meters Mounting Clamp 0.90 kg 1006118 6 Meters Cable Weight 1.66 kg 1006114 10 Meters Mounting Clamp 1.37 kg 1006119 10 Meters Cable Weight 2.14 kg Normally Open (High Level) Operation - The control switch closes (turns on) when the switch tips slightly above horizontal signaling a high level, and opens (turns off) when the switch drops slightly below horizontal in water or sewage applications. Normally Closed (Low Level) Operation - The control switch closes (turns on) when the switch drops slightly below horizontal signaling a low level, and opens (turns off) when the switch tips slightly above horizontal in water or sewage applications. SJE SignalMaster° SPDT pump switch has 3 conductors for normally open or normally closed operation. SEE INTERNATIONAL PRICE BOOK FOR LIST PRICING. OPTIONS Bagged Packaging is standard. =o U� E.8 www.sjerhombus.com customer.service@sjerhombus.com 9500207B ©SJE-Rhombus 11/17 4� SIE RHOMBUS. Control Switch Installation Instructions SJE-Rhombus° narrow -angle control switches accurately monitor liquid levels in water and sewage applications. These switches are designed to activate pump control panels and alarms. / Mechanically -activated. / Control differential of 1.5 inches above or below horizontal. / Not sensitive to rotation. / Mounting options: mounting clamp or cable weight. / Mercury -activated. / Suitable for use with an intrinsically safe circuit.** / Not sensitive to rotation. / Mounting options: mounting clamp, internal or cable weight. **Contact SJE-Rhombus for specific intrinsically safe applications. / Mechanically -activated. / Control differential of 1.5 inches above or below horizontal. / Not sensitive to rotation. / Mounting options: mounting clamp or cable weight. / Mercury -activated. / Narrow angle float switch in a small float housing. / Suitable for use with an intrinsically safe circuit.** / Not sensitive to rotation. / Mounting options: mounting clamp or cable weight. **Contact SJE-Rhombus for specific intrinsically safe applications. PREVENTATIVE MAINTENANCE • Periodically inspect the product. Check that the cable has not become worn or that the housing has not been damaged so as to impair the protection of the product. Replace the product immediately if any damage is found or suspected. • Periodically check to see that the float is free to move and operate the switch. • Use only SJE-Rhombus® replacement parts. • The Sensor Float® and Sensor Float® Mini control switches contain mercury and MUST be recycled or disposed of according to local, state, and federal codes. Five -Year Limited Warranty. For complete terms and conditions, please visit www.sjerhombus.com. NOTICE! Products returned must be cleaned, sanitized, or decontaminated as necessary prior to shipment to ensure that employees will not be exposed to health hazards in handling said material. All applicable laws and regulations shall apply. r ELECTRICAL SHOCK HAZARD s EXPLOSION OR FIRE HAZARD Disconnect power before installing or servicing this Do not use with flammable liquids. product. A qualified service person must install and v r, Install in accordance with ANSI/NFPA 70. service this product according to applicable electrical « Suitable for usage with intrinsically safe circuit and plumbing codes. extensions as defined by UL 698A. Failure to follow these precautions could result in serious injury or death. Replace product immediately if switch cable becomes damaged or severed. Keep these instructions with warranty after installation. This product must be installed in accordance with National Electric Code, ANSI/NFPA 70 so as to prevent moisture from entering or accumulating within boxes, conduit bodies, fittings, float housing, or cable. For detailed specifications on this product, or for the complete line of SJE-Rhombus® panel, alarm, and switch products, visit our web -site at www.sjerhombus.com. WARNING: Do not install switch in direct line of incoming liquid. 1. Place the cord into the clamp as shown in Figure C. 2. Locate clamp at desired activation level and secure the clamp to the discharge pipe as shown in Figures A and B. Note: Do not install cord under hose clamp. 3. Tighten the hose clamp using screw- driver. Over tightening may result in damage to the plastic clamp. Make sure the float cable is not allowed to touch the excess hose clamp band during operation. 4. Wire switch as shown in Figure D. 5. Check installation. Allow system to cycle to insure proper operation. Note: All hose clamp components are made of 18-8 stainless steel material. See your SJE-Rhombus° supplier for replacements. Figure A SJE SignalMasterl and SJE Signal Master"' SPDT II 3.5 inch approximate activation (9 cm) level of 1.5 inches tether length (4 cm) above or below horizontal Figure D Determine desired activation level. Suspend switch and cable weight at desired activation level as shown in Figure E. Wire switch as shown in Figure D. Check installation. Allow system to cycle to insure proper operation. To adjust cable weight tether length: 1. Release clip. 2. Adjust cable weight to desired position 3. Lay switch cable in weight channel. 4. Align clip with weight channel and slide towards switch cable as shown in Figure E. 5. Snap clip snugly up to cable, moving clip to tightest possible position. Figure B Normally Or r '1 vniv Normally ClosedNormally Closed G L1 G Li CONNECTIONS L CONNECTIONS ' CONNECTIONS rAAhE 11 DRY 01 MAGE IN DRY G Itif L1 MADE IN DRY 1: iS.��_.-�N nOA''FR �. = JUNCTION POATR JUNCnON ao,..•BOX SOURCE BOX F era F LOAD Q'),' `YI�i _C:'.D 'r ;'r'.\,•r�,\,•n1e� Ir�BuEate EQAD 'fi'�5.:�;. Nous :.nsulai:• ----j--=-j----' niactc wire on - ` led ware un G Ems. i.1 G L �1 S?DT models C L-� SPs7T models ra'tIn 230 VAC installations, one side of the line going to the load is always Q. This condition exists if the switch is on or off. Install double pole disconnect on all 230 VAC circuits. On SPDT Models, insulate unused red or black wires with wire nut. Wire can become electrically hot Ensure cable connections are performed in a dry junction box or other watertight seal that seals both conductors and cable jacket. Failure to do so could result in electrical shock hazard and/or J4r water traveling down cable and entering the switch. Failure to guard against this may affect switch performance. SENSOR FLOAr CONTROL SWITCH ONLY 1. Determine desired activation level as shown in Figures A and B. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure F. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire switch as shown in Figure D. 4. Check installation. Allow system to cycle to insure proper operation. Figure C 3,5 inch (9 cm) tether length Figure E removable clip d 0 _- cable weight approximate 3.5 inch activation level (9 cm) of 1.5 inches tether length (4 cm) above or below horizontal Figure F 7,r -=r- 7 inches (18 cm) approximate activation level y ,> SJE RHOMBUS,. 22650 County Highway 6 / P.O. Box 1708 / Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) / Phone: 218-847-1317 / Fax: 218-847-4617 www.sjerhombus.com / E-mail: customer.service@sjerhombus.com Instl. Instr. PN 1011974P @SJE-Rhombus 02/18 Sensor FloaO and Sensor Float® Mini AAA_i 3.5 inch approximate activation (9 cm) level of .5 inches tether length (1 cm) above or below horizontal Normally Or r '1 vniv Normally ClosedNormally Closed G L1 G Li CONNECTIONS L CONNECTIONS ' CONNECTIONS rAAhE 11 DRY 01 MAGE IN DRY G Itif L1 MADE IN DRY 1: iS.��_.-�N nOA''FR �. = JUNCTION POATR JUNCnON ao,..•BOX SOURCE BOX F era F LOAD Q'),' `YI�i _C:'.D 'r ;'r'.\,•r�,\,•n1e� Ir�BuEate EQAD 'fi'�5.:�;. Nous :.nsulai:• ----j--=-j----' niactc wire on - ` led ware un G Ems. i.1 G L �1 S?DT models C L-� SPs7T models ra'tIn 230 VAC installations, one side of the line going to the load is always Q. This condition exists if the switch is on or off. Install double pole disconnect on all 230 VAC circuits. On SPDT Models, insulate unused red or black wires with wire nut. Wire can become electrically hot Ensure cable connections are performed in a dry junction box or other watertight seal that seals both conductors and cable jacket. Failure to do so could result in electrical shock hazard and/or J4r water traveling down cable and entering the switch. Failure to guard against this may affect switch performance. SENSOR FLOAr CONTROL SWITCH ONLY 1. Determine desired activation level as shown in Figures A and B. 2. Suspend switch 7 inches (18 cm) below desired activation level as shown in Figure F. Switch remains partially submerged during the "on" tipping action. Switch can be totally submerged and still continue to operate properly. 3. Wire switch as shown in Figure D. 4. Check installation. Allow system to cycle to insure proper operation. Figure C 3,5 inch (9 cm) tether length Figure E removable clip d 0 _- cable weight approximate 3.5 inch activation level (9 cm) of 1.5 inches tether length (4 cm) above or below horizontal Figure F 7,r -=r- 7 inches (18 cm) approximate activation level y ,> SJE RHOMBUS,. 22650 County Highway 6 / P.O. Box 1708 / Detroit Lakes, Minnesota 56502 USA 1-888-DIAL-SJE (1-888-342-5753) / Phone: 218-847-1317 / Fax: 218-847-4617 www.sjerhombus.com / E-mail: customer.service@sjerhombus.com Instl. Instr. PN 1011974P @SJE-Rhombus 02/18 • I :�lil VA41 i General • Size: 3/8"-4" • Material: PVC, CPVC, PROGEF° Standard PR ABS, SYGEF° Standard PVDF • Seals: EPDM, FPM • Spring: 304 stainless steel • End Connection: Solvent cement socket, threaded, flanged, fusion spigot, fusion socket Key Certifications • FDA CFR 21 177.1520: PP • FDA CFR 21 177.2600: EPDM and FPM • FDA CFR 21 177.1550: PTFE • USP 25 Class VI (physiological non-toxic): PP • ABS: All materials Optional Features • Strainer: Foot valve applications, PVC only • Spring: Nimonic 90, Halar coated SS 304 • End Connection: Alternatives available upon request • Cleaned: Silicone free/oil free Sample Specification The Type 561/562 Cone Check Valve shall be true union and fully serviceable. The Type 561 shall be used in vertical appli- cations only. The Type 562 shall be used in both horizontal and vertical applications. The cone shall be stabilized by a guide rod. The carrier shall be adjustable and reverse threaded. The valve nut threads shall be of buttress type. All elastomeric seals shall be of like material. ANSI flanged versions shall meet ANSI B16.5 1501b standards. All valves shall be tested in accordance to IS09393 and designed to IS016137 standards. All valves shall be manufactured under IS09001 for Quality and IS014001 for Environmental Management. Following assembly, every valve shall be tested and certified bubble tight exceeding Class VI standards. PVC valves shall meet ASTM D1784 cell classification 12454 standards. CPVC valves shall meet ASTM D1784 cell classification 23447-B standards. PP valves shall meet ASTM D5847-14 cell classification PP051 OB66851 standards. ABS valves shall meet ASTM D3965 cell classification 42222 standards. PVDF valves shall be type 1, grade 2 according to ASTM D3222 standards. Valves of all materials shall be RoHS compliant. +GF+ 75 Components �,rio�flaa I61o�! Key Design Features The Type 561/562 Cone Check Valves are designed to optimize the flow path through the valve. The streamlined cone decreases resistance and significantly improves Cv when com- pared to traditional ball check valves. The internal geometry of the valve body features smooth transitions and radii, the contour is designed to direct media around the cone in order decrease pressure loss. Technical Data System Conditions The following information is based on water applications at 68° F Valve Components Part Description Material 1 .... Valve nut PVC CPVC, PP ABS or PVDF .... .... ... ........ 2 Valve end PVC CPVC PP PPn, ABS PE or PVDF 3 Face seal EPDM or FPM 4 Carrier ... PVC CPVC, PP ABS or PVDF ... ... ... . . 5 Cone seal ..... EPDM or FPM ..... ...... ..... .- 6 Backup ring PVC, CPVC, PP ABS or PVDF 7Cone 32 PVC CPVC, PP-TV20, ABS or PVDF 8 Spring 304 Stainless steel 9 Valve body PVC, CPVC, PP, ABS or PVDF The Type 562 Cone Check Valves are designed for both vertical and horizontal applications. A spring is seated between the cone and the guide to allow the valve to properly seal in appli- cations where a traditional ball check valve would not. The cone is stabilized by a guide rod, which maintains a cone's position at full stroke, preventing rattling and decreasing the potential for damage. Size (inch) d (mm) 561 Cracking (psi) 562 Cracking (psi) 561 Sealing (psi) 562 Sealing (psi) Full Stroke (gpm) 3/a16 Density (9/cm3) 0.04 0.41 2.9 1.45 2.11 1/2 20 0.04 0.41 2.9 1.45 2.38 3/4 25 0.04 0.44 2.9 1.45 3.43 1 32 0.07 0.44 2.9 1.45 4.76 11/4 40 0.07 0.51 2.9 1.45 9.25 11/2 50 0.15 0.58 2.9 1.45 18.49 2 63 0.29 0.73 2.9 1.45 26.42 21/2 75 0.36 0.87 2.9 1.45 31.70 3 90 0.44 0.87 2.9 1.45 44.91 4 110 0.44 0.87 2.9 1.45 66.05 Cracking pressure is amount of pressure on the inlet side of the valve required to unseat a closed valve and allow media to begin to pass through the valve. Sealing pressure is the amount of pressure on the outlet side of the valve required to seat an open valve and seal it so no media can pass through. The full stroke flowrate is the volume of media required to maintain the ideal position of the cone in order to optimize the valve's performance. Cone Density Material Density (9/cm3) PVC 1.38 CPVC ................................................................................................................................................................................................................................................... 1.50 PP-TV20 (PPh with 20% Talc) 1.05 ABS 1.03 PVDF 1.78 It is not recommended to use Type 561/562 Cone Check Valves in applications in which the media is of greater density than the cone. This will cause the cone to float, thus interfering with the valve's ability to seal properly. PP-TV20 cone used in PP valves. 76 +GF+ Pressure Temperature Curves The following graphs are based on a 25 year lifetime water or similar media application PVC CPVC 240 IL 0 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160 18 Temperature (°F) pp ABS 16 150 135 120 SDR11 Fusion y 105 a y 90 Threaded/Flanged N 75 N d a` 60 SDR17 Fuslon 45 30 15 0 20 40 60 80 100 120 140 160 180 200 Temperature (°F) PVDF 240 225 225 210 195 Temperature Range (°F) Max Pressure (psi) _.. PVC 180 165 Socket .._......... CPVC............................................................._32 t.o...176 ....... 150 135 135 150* 120 105 ......... .._ ....... _... ........ 40 to 140 .... ..... 120 105 ThreatletllFlangetl 90 232* 75 60 45 30 15 0 210 195 180 165 Socket •yl 150 a 135 d � 120 eN 105 d 90 Threaded/Flanged a 75 60 45 30 15 -20 20 60 100 140 180 220 260 300 Temperature (°F) Cv Value Size (inch) d (mm) 16 ............................ 20 ...........................1 25 ...........................1 32 ............................ 40 ............................ 50 ............................ 63 ...........................1 75 ............................ 90 ............................ 110 Cv (gal/min) 13 ................................................... 13 ................................................... 26 ................................................... 32 ................................................... 59 ................................................... 75 ................................................... 115 ................................................... 204 ................................................... 248 ................................................... 286 Temperature (°F) 150 Temperature Range (°F) Max Pressure (psi) _.. PVC __ 32 to 140 232* .._......... CPVC............................................................._32 t.o...176 ....... ..... 232* ..... .... ....... 135 32 to 176 150* ..... ...... ABS ..... ......... .._ ....... _... ........ 40 to 140 .... ..... 120 105 PVDF -4 to 284 232* 90 75 so 45 30 15 V-60 -40 -20 0 20 40 60 80 100 120 140 160 Temperature (°F) Pressure -Temperature Material Temperature Range (°F) Max Pressure (psi) _.. PVC __ 32 to 140 232* .._......... CPVC............................................................._32 t.o...176 ....... ..... 232* ..... .... ....... PP 32 to 176 150* ..... ...... ABS ..... ......... .._ ....... _... ........ 40 to 140 .... ..... ........... ........ ...... ._.._.. 150 PVDF -4 to 284 232* *Dependant on end connection as shown in P -T curves Vacuum Service Type 561/562 Cone Check Valves are conditionally rated for vacuum service. Please consult GF with application details before commissioning. +GF+ 77 Dimensions The following tables are shown in millimeters unless otherwise specified R All Materials Metric Socket PVC/CPVC Metric IR/Butt Threaded NPT 9 ANSI Flanged d (mm) L z L Size L z L Size D4 (inch) D5 (inch) Threaded NPT 16 93 ANSI Flanged - - (inch) d (mm) D - (inch) L - z L z L D1 (inch) D4 (inch) D5 (inch) R (inch) 3/a 16 50 0.63 3/a 105 77 67 98 69 - 189 - - - - 1/2 ............._.._........_..........._..........._ 20 .......................... 50 ..........................................._............................._.._.._..........._.._......._..................._...... 1/2 105 83 61 98 _.._.._..........._.._.._.............._.._........._.._............_.._......................................_.._........._.._............_.._......................._ 65 149 0.71 3.5 2.38 0.5 ........_.._.._... 0.57 ... ... ... ... ... 3/4 ................................................................................ 25 58 ........................................................................................................................................................................_........................................................................._.................................................................................................................. 3/4 121 0.63 ......... ... ...... 70 111 74 165 191 3.88 2.75 0.5 0.58 1 32 68 0.87 1 133 117 76 127 82 184 261 4.25 3.13 0.5 0.66 11/4 ............................................................................... 40 84 ........................................................................................................ 11/4 154 - 90 ................................... 147 .................................................................................................................................................................................................. 98 206 1.02 4.63 3.5 0.5 0.69 .................................... 11/2 50 97 426 11/2 164 0.75 94 157 110 221 305 5 3.88 0.5 0.76 2 ................_.._........_........... 63124 _......._..._ .......................... 0.75 ...... ... 2 .......... ... ........._._........_.._.._..........._..........._.._.._..........._.._......._.._............................................................._.._........._.._............_.._........._.._........._.._ 183 107 183 135 251 6 4.75 ._........._.._........._.._............_.._........._.._........._........._.._.._................... 0.63 0.82 21/2 75 166 21/2 23 .. ......... ......... ......... ......... ......._ ......... ...... ......... ......... ........... 3 90 200 3 254 151 255 175 343 7.5 6 0.63 1.02 4 110 238 4 301 174 302 214 397 9 7.5 0.63 1.11 PP ABS Metric Socket Metric IR/Butt Threaded NPT ANSI Flanged Metric Socket L z L e L z L D1 D4 D5 R d(mm) (inch) (inch) (inch) (inch) d (mm) L z 16 93 ....._ .. 67 ......... - ......... - 96 71 - - - - ._ _.."..". - ......._ 16 92 ......... 64 ".." ... .......... ... .... 20 .......................................................................................................................................................................................................................................................................................................................................................... 95 66 130 1.9 99 64 166 3.74 2.36 0.63 0.63 20 .................................................................................................................. 95 64 25 109 77 143 2.3 111 76 177 4.13 2.76 0.63 0.67 25 110 72 32 ... ......... 119 ......... 83 ......... 150 ......... 2.9 ......... 127 ......... 83 ......... 191 4.53 ......... 3.11 0.63 ......... 0.71 .......... 32 ......... ......... 123 ......... 79 ............ 40 135 99 171 3.7 146 100 209 5.51 3.5 0.63 0.79 40 146 94 50 ........ ... ........ ..... 147 105 191 4.6 ........... ...._......._........ .... .... ........ ......._.... _.._......._......._............._... ........ .............._ ... ........ .... ............ ... ............. .................................. _.._..........._.._............. ... .......... ... .......... ... .... 63 .......................................................................................................................................................................................................................................................................................................................................................... 168 117 220 5.8 183 134 253 6.5 4.76 0.75 0.94 63 .................................................................................................................. 183 107 75 233 167 266 6.8 - - 416 7.28 5.51 0.75 1.02 75 233 144 90 ......... 254 .......... 180 ......... 264 ......... 8.2 ......... - ......... - ......... 414 ......... 7.87 5.98 0.75 ........ ......... 1.06 .......... 90 ......... ......... 254 ......... 151 ............ 110 301 215 301 10.0 - - 451 9.02 7.48 0.75 1.1 110 301 174 171 1] a 78 +GF+ Metric Socket Metric IR/Butt Threaded NPT 9 ANSI Flanged d (mm) L z L e L z L D1 (inch) D4 (inch) D5 (inch) R (inch) 16 93 67 - - 96 69 - - - - - 20 95 66 130 1.9 99 64 174 3.74 2.36 0.63 0.63 25 109 77 143 1.9 111 76 189 4.13 2.76 0.63 0.67 32 119 83 150 2.4 127 83 199 4.53 3.11 0.63 0.71 40 ......... 135 ......... ......... 99 ..... .... 171 ......... ......... 2.4 146 ......... ........ 101 ......... ......... 235 5.51 ......... ......... 3.5 ......... 0.63 ......... ... ...... 0.79 ........... 50 147 105 191 3.0 157 111 243 5.91 3.86 0.63 0.87 63168 117 220 3.0 183 135 261 6.5 4.76 0.75 0.94 75 233 167 270 3.6 - - 426 7.28 5.51 0.75 1.02 90 254 180 265 4.3 - - 426 7.87 5.98 0.75 1.06 110 301 215 305 5.3 - - 487 9.02 7.48 0.75 1.1 78 +GF+ WM P -Series PLASTIC -BODIED MAGMETER Features • No moving parts • Minimal straight pipe required • Battery powered • Built-in rate & total indicator • Corrosion resistant • Pulse output (WMP101 only) UIN nobstructed Flow Contact Your Supplier 3 inch 1 inch (Sol'we_ameincs Precision Flow Measurement An ON/CON Brand The WMP-Series is a full -bore, plastic -bodied electromagnetic flow meter designed for flow and usage monitoring applications in 1, 2 and 3 inch pipe. The polypropylene flow tube offers corrosion resistance to a wide range of chemicals and fertilizers. It is light weight and easy to install or remove from the pipe for inspection. With no moving parts, the magmeter permits unobstructed flow, minimizing flow disturbances and straight pipe requirements. The WMP- Series can be used in piping configurations where there is little space between the meter and an elbow or valve. The WMP-Series is resistant to wear from sand and debris found in ground or surface water. Since there are no bearings or propeller to wear out, maintenance and repair costs are kept to a minimum and it tolerates high flows without damage. A hinged polyethylene cover is included that protects from dust and UV rays, while permitting easy access to the flow rate and total display. The electronics housing can be fitted with cross -drilled screws and seal wire for tamper -evidence. Flow rate and total can be displayed in a variety of units, customer -selected and factory -set. The WMP101 is externally powered via a 5 -pin connector cable (20ft/6m) which also provides pulse output for use with a variety of Seametrics and other displays and controls for remote reading, data logging, pulse -to - analog conversion, and telemetry applications. The WMP104 is a battery-operated unit for use when pulse output is not required. The standard batteries are user replaceable with an approximate 1 year life depending on usage. An extended battery life option offers an estimated 2-4 year life depending on usage. In the event of DC power loss, or when changing batteries, the WMP will retain internal settings and flow total. 000i:zooa '": 253.872.0284 seametrics.com WMP-Series PLASTIC -BODIED MAGMETER Features Polyethylene protective cover LCD rate and total indicator Powder -coated diecast aluminum electronics housing Cross -drilled screws (2) for tamper -evidence 316SS electrodes Corrosion -resistant glass -filled polypropylene Lightweight for easy handling Specifications* Seametrics Seametrics Fitting Kit for 2 & 3 inch model Pipe Size 1, 2, or 3 inch full port Fittings 1 inch NPTF, 2 or 3 inch flange clamps with 2 or 3 inch NPTF fitting kit Pressure 150 psi or 10.3 bar working pressure @ 70` F Operating Temperature Range Operating: 10° to 130" F (-12" to 54" C), Non-operating: -40" to 176" F (-40" to 80° C) Accuracy ±1 % of reading (between 10% and 100% of maximum flow) +3% of reading (between cutoff and 10% of maximum flow) Flow Range Minimum 1": 2.3 gpm (0.145 Vs) 2": 6 gpm (0.38 I/s) 3": 14 gpm (0.88 Vs) Maximum 1": 110 gpm (6.94 I/s) 2": 300 gpm (18.9 I/s) 3": 670 gpm (42.3 I/s) Materials Body Glass -filled polypropylene Electrodes 316 stainless steel Electronics Housing Power coated diecast aluminum Display Cover Polyethylene Display Digits Rate Total 6 8 Units Gallons/Minute, Million Gallons/Day, Cubic Feet/Second, Cubic Feet/Minute, Liters/Second, Liters/Minute, Million Liters/Day, Cubic Meters/Minute, Cubic Meters/Hour Acre -Feet, Acre -Inch, Gallons, Gallons x 1000, Cubic Feet, Liters, Megaliters, Cubic Meters, Cubic Meters x 1000 Security Cross -drilled screws and tamper -evident seal (optional) Power WMP101 10-30 Vdc @ 60 mA maximum (15 mA average) Note: Using an unregulated power supply > 18 Vdc may damage the meter due to AC line input voltage fluctuation. WMP104 6 - AA 1.5V lithium cells, replaceable. Estimated life is 1 year depending on usage (standard) 2 - C 3.6V lithium batteries, replaceable. Estimated life is 2-4 years depending on usage (extended battery life opt) Pulse Output Signal (WMP101 only) Current sinking pulse, opto-isolated, 32 Vdc maximum @ 10mA maximum Pulse Rate Low Frequency (-PxU) 1 unit/pulse out, pulse width of 10 ms, depending on unit selection (WIY1P101 only) High Frequency (-HF) Pulse/Gal Pulse/Liter 1" 2" 3" Pulse width 1.1 ms, min—max frequency, 3-150 Hz 80 30 13 21.14 7.93 3.44 Empty Pipe Detection Hardware/software, conductivity based Conductivity >20 microSiemens/cm Environmental NEMA 3X, IP64 Electrical Connection (wMP101 only) 5 -pin male circular connector, mates to industry standard cable *Specifications subject to change • Please consult our website for current data (seametrics.com). 253.872.0284 Page 2 seametrics.com WMP-Series PLASTIC -BODIED MAGMETER Dimensions Dimensions shown without the Seametrics WMP Fitting Kit. 1 Inch 2 Inch 9.50" Straight Pipe Recommendations Minimal straight pipe required between elbows. For other piping configurations, see instruction manual or consult factory. Flow Range Seametrics 3 Inch 1" 2" 3" Gal/Min Liter/Sec Gal/Min Liter/Sec Gal/Min Liter/Sec Minimum 2.3 0.145 6 0.38 14 0.88 Maximum 110 6.94 300 18.9 670 42.3 253.872.0284 Page 3 seametrics.com WMP-Series PLASTIC -BODIED MAGMETER How to Order Seametrics MODEL SIZE OPTIONS UNITS External Power = WMP101 1" = -100 Tamper -evident seal, Rate Tota/ screws, and wire = -32 Gal/Min = GPM Gal = G = Battery Power WMP104 2" _ -200 Extended Battery Life = -133 Liters/Sec = LPS Gal x 1000 = GT 3" = -300 (WMP104Only) Liter/Min = LPM Cubic Feet = CF *High frequency output = -HF (WMP101 Only) Cu Ft/Sec =CFS Acre Inch = Al BSP fittings = -93 Cu Ft/Min = CFM Acre Feet = AF Cu Met/Min = CMM Liter = L Cu Met/Hr = CMH Mega Liters = ML Mil Gal/Day = MGD Cubic Meters = CM Mil Lit/Day = MLD Cu Met x 1000 = CMT *See specifications for default. Consult factory for additional units. ACCESSORIES Remote 4-20 mA (analog) signal = A055W (-HF Option Required, WMP101 Only) Remote Rate and Total Indicator (DC powered) = FT430W (-HF Option Required, WMP101 Only) Remote Rate and Total Indicator (Loop powered) = FT440W (-HF Option Required, WMP101 Only) Remote Data Logger = DL76W (WMP 101 Only) 2" Fitting Kit, FNPT Flange Clamps = 101222 2" Fitting Kit, BSP Flange Clamps = 102203 3" Fitting Kit, FNPT Flange Clamps = 102073 3" Fitting Kit, BSP Flange Clamps = 102204 Seametrics • 19026 72nd Avenue South • Kent, Washington 98032 • USA LT -65650290r2.020180417 (P) 253.872.0284 • (F) 253.872.0285 • 1.800.975.8153 • seametrics.com 4/17/18 lei 4►14:L141►110*. iI_IID]0FTTId1_1tllN:&I GENERAL INFORMATION The WMP-Series is a full -bore, plastic -bodied electromagnetic flow meter designed for flow and usage monitoring applications in 1, 2 and 3 inch pipe. The polypropylene flow tube offers cor- rosion resistance to a wide range of chemicals. Its light weight and easy to install or remove from the pipe for inspection. With no moving parts, the magmeter permits unobstructed flow, minimizing flow disturbances and hence, straight pipe require- ments. The WMP-Series can be used in piping configurations where there is little space between the meter and an elbow or valve. The WMP-Series, like other magmeters, are resistant to wear from sand and debris found in ground or surface water. Since there are no bearings or propeller to wear out, downtime and maintenance and repair costs are kept to a minimum. Because there are no mechanical parts in the flow stream, the meter tolerates high flows without damage. The hinged, opaque polyethylene cover protects from dust and UV rays, while permitting easy access to the LCD flow rate and total display. The electronics housing is made of rugged pow- der -coated die-cast aluminum. It can be fitted with cross -drilled screws and seal wire for tamper -evidence. Flow rate and total can be displayed in a variety of units, customer -selected and factory -set. The WMP-Series is used for tracking flow rate and total flow in usage monitoring applications, for instance, in compliance with regulatory requirements. These would include wells, industrial FEATURES Polyethylene protective cover LCD rate and total indicator Powder -coated die cast -aluminum electronics housing Cross -drilled screws (2) for tamper -evidence 316SS electrodes Corrosion -resistant glass -filled polypropylene body Lightweight for easy handling 1 wastewater, gray water, irrigation metering, turf and landscape applications, and other water reclamation operations. In the event of DC power loss, or when changingthe battery, the WMP is designed to retain the internal settings and flow total. The WMP101 is externally powered via a 5 -pin connector and the power cable also provides pulse output for use with a variety of Seametrics and other displays and controls for remote reading, data logging, pulse -to -analog conversion, and telemetry applications. The WMP104 is a battery-operated unit for use when pulse output is not required. The standard batteries are user replaceable with an approximate 1-2 year life depending on usage. An extended battery life option offers an estimated 2-4 year life depending on usage. 2 inch Seametrics Fitting Kit for 2 and 3 inch models SPECIFICATIONS* Pipe Size 1, 2 or 3 inch full port Fittings 1 inch NPTF, 2 or 3 inch flange clamps with 2 or 3 inch NPTF fitting kit Pressure 150 psi or 10.3 bar working pressure @ 70° F Operating Temperature Range 10" to 130° F (-12° to 54° C) operating, -40° to 176° F (-40" to 80" C) non-operating Accuracy +/-1% of reading (between 10% and 100% of max flow) +/-3% of reading (between cutoff and 10% of max flow) Flow Range Minimum 1 inch: 2.3 GPM (.145 LPS) 2 inch: 6 GPM (.38 LPS) 3 inch: 14 GPM (.88 LPS) Maximum 1 inch: 110 GPM (6.94 LPS) 1 2 inch: 300 GPM (18.9 LPS) 3 inch: 670 GPM (42.3 LPS) Materials Body Glass -filled polypropylene Electrodes 316 stainless steel Electronics Housing Diecast aluminum, powder -coated Display Cover Polyethylene Display Digits Rate Total 6 8 Units Gallons/Minute, Cubic Feet/Second, Acre -Feet, Acre -Inch, Gallons, Gallons x 1000, Cubic Feet/Minute, Liters/Second Cubic Feet, Liters, Megaliters, Cubic Meters Liters/Minute, Cubic Meters/Minute Security Cross -drilled screws and tamper -evident seal (optional) Power WMP101 10-30 Vdc @ 60 mA max (15 mA average) NOTE: Using an unregulated power supply >18 Vdc may damage the meter due to AC line input voltage fluctuation WMP104 6 each AA alkaline cells, replaceable. Estimated life is 1-2 years depending on usage (standard) 2 each C lithium batteries, replaceable. Estimated life is 2-4 years depending on usage (Extended battery life option) Pulse Output Signal (WMP101 only) Current sinking pulse, opto isolated, 32 Vdc max at 10 mA max Pulse Rate (WMPso1 only Low Frequency (-PxU) 1 unit/pulse out, pulse width of 10ms depending on unit selection High Frequency (-HF) Pulse/Unit 1" 2" 3" Pulse width 1.1 ms, min - max frequency, 3 -150 hz 80 30 13 Empty Pipe Detection Hardware/software, conductivity -based Conductivity >20 microSiemens/cm Environmental NEMA 4X standard Electrical Connection (WMP101 Only) 5 pin male circular connector, mates to industry standard cable DIMENSIONS Power/Output Cable - WMP1010nly *Specifications subject to change • Please consult our website for current data (www.seametrics.com) 1 Inch 7 2.03" FNM FLOW RANGE, INSTALLATION FLOW RANGE V 2" 3„ Gal/Min Liter/Sec Gal/Min Liter/Sec Gal/Min Liter/Sec Minimum 2.3 .145 6 .38 14 .88 Maximum 110 6.94 300 18.9 670 42.3 INSTALLATION Piping Conditions. Installing the meter with a length of straight pipe at least two times the diameter upstream and one diameters downstream is highly recommended. Some piping conditions require more than this. See chart for rec- ommendations. End Connections. The meter comes with BanjoTM union -type flange connections for ease in servicing the meter. To con- nect these to piping ends, a variety of kits are available from any Banjo dealer or from Seametrics. Follow the diagram below to make the connections. r �t, lamps es Step 3. Place screw -clamps over both adapter and meter flanges and tighten screws NOTE: Above installation instructions are for WMP101/104-200 (2") and WMP101/104-300 (3") only. The WMP101/104- 100 (1") is provided with intergrated NPT female threaded ends. Position. This is an all position meter which can be installed either vertically or horizontally, register up, down or angled. How- ever, entrained air or solids may make some positions preferable to others. See the position diagram for guidance. WMP Electrode moved from top by rotating meter Intermittent air bubbles miss electrode Electrodes free from sediment build-up Recommended: May prevent sediment or bubble problems 3 WMP :ermittent air bubbles pass over electrode Possible sediment build-up Less Ideal: Air bubbles and sediment on the electrodes can affect accuracy STRAIGHT and FULL PIPE RECOMMENDATIONS (X = diameter) Reduced Pipe Elbows Expanded Pipe 2X-11 x� 1 -0- 5X � � O O b b WMP WMP WMP Recommended: Keep pipe full at meter WMP O b Recommended: Keeps pipe full at meter for accuracy WMP J Recommended: Allows air to bleed off Swirling Flow: Partially Open Butterfly Valve 1X 5X O b WMP Allows air pockets to form at meter WMP b Not Ideal: Post -valve cavitation can create air pocket Not Ideal: Air can be trapped WMP 4 ELECTRICAL CONNECTIONS, CABLE CONNECTIONS and OPERATION ELECTRICAL CONNECTIONS WMP104. The WMP104 is battery -powered totally self-con- tained and does not require any electrical connections (there is no output on the WMP104 model). CABLE CONNECTIONS Gray: Pin 5 = Ground Black: Pin 4 = (-) Power Blue: Pin 3 = (+) Pulse White: Pin 2 = (-) Pulse Brown: Pin 1 = (+) Power Shield Drain Wire OPERATION WMP101. A connector is provided on the outside of the WMP101. To connect to the meter, plug the cable in and hand tighten the retaining threads. Follow the diagram to make connections. If you are usingthe pulse output, connect power first and determine that the meter is working properly by observing the display. Then connect the pulse output. Grounding (WMP101). For best performance, especially in chemically noisy environments, the gray ground wire and the bare drain wire should be connected together and to a good earth ground as close to the meter as possible. Metal pipe and fittings in contact with the fluid should also be bonded to the same earth ground with corrosion -resistant connections. Display. The display reads flow rate and accumulated total, in the units for which it was ordered. The top line is total, the bottom line is rate, and indicators give the units (ac -ft, GPM for instance.) Empty or partially -full pipe is automatically de- tected and is indicated by a reading of " - EP - ". Battery. The standard batteries are user replaceable with an approximate 1-2 year life depending on usage. An extended battery life option offers an estimated 2-4 year life depending on usage. On the battery -powered WMP104 there is a low - battery indicator ("low bat") when the battery voltage drops below a certain point. Batteries should be changed within four weeks of the appearance of this indicator. 4y MAINTENANCE, REPAIR and TROUBLE SHOOTING MAINTENANCE AND REPAIR There are no user -serviceable parts in the WMP-Series me- ters except the batteries in the WMP104. Battery Replacement. When the "low bat" indicator appears, the batteries should be changed. Either six each AA alkaline cells are required, or two each C lithium cells with integrat- ed wiring harness, depending on power option ordered with meter. To change the batteries, first remove the four screws which hold the top cover in place. Be careful not to lose the washers. Move the top cover to one side and remove the foam retainer which covers the battery tray or pack. > For units with AA alkaline batteries, remove the old batteries from the battery tray, and replace them with fresh ones, tak- ing care to follow the polarity indicators in the battery tray. TROUBLE SHOOTING Problem Blank display: WMP101 Blank display: WMP104 Reading "-EP-" Flow but no flow rate reading Probable Cause No power to unit Batteries dead or misinstalled Empty or partly filled pipe Excessive air pockets or foaming Heavily coated electrodes > For units with the optional C lithium batteries, carefully un- plug each of the two battery wiring harness connectors. Slip the batteries out from under the elastic retainer, and replace them with the new batteries. Reconnect each of the two wir- ing harness connectors. The connectors are indexed for cor- rect installation. Replace the foam retainer, then put the top cover back in place. Warning! Use Extreme Caution not to pinch wiring or other assembly parts underthe housingseal -this may cause an ingress of water, voidingthe product warranty. Replace the four screws and washers, then tighten them securely using cross -pattern to evenly compress the gasket. Environmental and Safety note - take care to dispose of all batteries in ac- cordance with Federal, State, and Local regulations. Try... Check power supply Check wiring Check polarity, replace batteries Rearrange piping to ensure full pipe Remove meter and wipe electrodes 1.1 Seametrres Seametrics Incorporated • 19026 72nd Avenue South • Kent, Washington 98032 • USA (P) 253.872.0284 • (F) 253.872.0285 • 1.800.975.8153 • www.seametrics.com LT -65200337-012714 1/27/2014 LTNUERPRISES L INC. PRECAST CONCRETE PRODUCTS 714 South Fee Ana St., Placentia, CA 92870-6705 (714) 993-1706 • FAX (714) 993-6197 EXCAVATION 36" Min. x 48" Min. x depth INSTALLATION Pull box to be placed on 6" of compacted base to insure uniform distribution of soil pressure on floor. 24x 36 Pull Box Series Open Bottom 24" x 36" I.D. REINFORCEMENT Traffic use H-20-44 bridge loadin SPECIFICATIONS Concrete to be class "A" (3,000 P.S.I.) minimum. 8" x 11" knock( each end PARKWAY COVER 90 lbs. TRAFFIC COVER 160 lbs. )P SECTION 300 lbs. GRADE RING r 18" 810 lbs. ..,,.,.,..��t each side 18" PULL BOX 654 lbs. COVERED GRATING Covered molded fiberglass grating includes an integral 1/8" grit surface fiberglass plate molded to the top of any molded grating panel. Covered grating offers a strong, level surface for foot or cart traffic and provides higher stiffness values than that of open mesh grating. Type"W" hold down fasteners are recommended to secure covered grating panels to structural supports in order to eliminate potential warping of the plate. Smooth surface fiberglass plate is optional. FIBERGLASS GRATING GRATING LEGS Specially designed legs for 1-1/2" deep, square mesh molded grating are manufactured to provide sturdy sup- port for elevated flooring. All fixed -height and adjustable legs support flooring for heights up to 60 inches. (Cross bracing is required for flooring elevated more than 24 inches.) Available grating legs include: (A) FIXED -HEIGHT LEGS W/ SINGLE HEAD - For supporting grating up to 60" above level concrete floor. (B) FIXED -HEIGHT LEGS W/ DOUBLE HEADS - For connecting adjoining panels. (C) ADJUSTABLE -HEIGHT MINI LEGS - For raising grating 2- 3/4" to 9" above uneven concrete floor. (D) ADJUSTABLE -HEIGHT LEGS W/ SINGLE HEAD - For uneven floors designed to be screw -adjusted from atop the elevat- ed floor. (E) ADJUSTABLE -HEIGHT LEGS W/ DOUBLE HEADS - For join- ing and supporting panels above non -level concrete floor. For details on specifying height, spacing and place- ment, contact Grating Pacific and request Fibergrate bul- letin #300. MULTIGRID SCREENING A multi-purpose lightweight fiberglass screen, 1/2" thick Multigrid' can be used for a wide range of industri- al, commercial and institutional applications including anti-skid flooring, machinery guards, fencing, space dividers in factories and warehouses and cages for tools, equipment and animals. Corrosion -resistant Multigrid' is available with a 2" square mesh pattern in 4' x 12' panels (15' is available on special request). Resin system options include ViCorr, IFR, FGI (for food service areas) and Corvex. Standard colors, which correspond to the resin system, include orange, green, light gray and yellow. FRP CONCRETE CURB ANGLE CONCRETEFRP "b Pultruded fiberglass rein- "b" DIMENSION forced plastic (FRP) embedment 1" 1-1/2" 1-1/2" CA -1515 curb angle provides a secure and 1-1/2" 2" CA -2015 2" durable seat for grating over °d° concrete trenches and pits. Manufactured from corrosion resistant, gray vinyl ester, fire retardant resin, curb angles are < pultruded with a built-in contin- uous anchor that securely locks the angle into the con- crete pour. CONCRETEFRP GRATING DEPTH CATALOG NUM- ..d" DIMENSION "b" DIMENSION 1" CA -1015 1" 1-1/2" 1-1/2" CA -1515 1-1/2" 1-1/2" 2" CA -2015 2" 1-1/2" FIBERPLATE FiberPlate sets the standard for high performance structural panel. A rugged fiberglass structural plate with a molded -in, grit top surface, FiberPlate is designed for use in applications where durability and long, maintenance -free life is critical. As a flooring, FiberPlate is usually installed over structural members, or over existing grating, to provide a solid walkway or to extend the life of a high traffic area. FiberPlate can also be bolted directly to structural beams and used as a wall panel that is resist- ant to corrosive splash. FiberPlate is manufactured from the same wide range of resins and colors as our molded grating products line. Available plate thickness is 1/8", 1/4". 3/8", 1/2" and 3/4" and plate sizes range from 3'-0" x 10'-0" to 4'-0" x 12'-0". Cut to size pieces are similarly available. RM: EGRATING PACIFIC Service. Quality. Reliability. SEALING KITS To maintain corrosion resistance and structural integrity, all exposed ends of fiberglass grating or compo- nents should be resin sealed after cutting. Grating Pacific offers premium vinyl ester resin sealing kits for its full range of grating products. www.gratingpacific.com MOLDED FIBERGLASS GRATING Molded Fiberglass Grating is designed to provide the ultimate in reliable performance, even in the most demanding conditions. This advanced grating is proven superior in applications requiring bidirectional strength, corrosion resistance and long, maintenance -free life. Available in either standard concave or optional grit - top walking surfaces, Molded Fiberglass Grating offers out- standing skid -resistance for added worker safety. Molded grating is available in either square or rectan- gular mesh, providing optimal customer selection. A pre- mium product, molded grating combines fiberglass rov- ings with thermosetting resin to form a strong, one piece molded panel. Significantly lighter than metallics, Molded • CORROSION RESISTANT • IMPACT RESISTANT • MAINTENANCE FREE • LIGHTWEIGHT • SKID RESISTANT • LONG SERVICE LIFE • UV RESISTANT • NON CONDUCTIVE • EASY TO INSTALL • EASY TO FABRICATE • UL CLASSIFIED MOLDED GRATING RESIN SYSTEMS Fiberglass Grating is easy to install. Th square mesh pattern of molded grat- ing allows efficient cutting of the panels so that a variety of flooring layouts can be accommodated with a minimum of grating waste. Rectangular mesh molded is often used for walkways and trench cov- ers in many industrial applica- tions. SPECIALLY FORMULATED RESIN MIX- TURES ARE COMBINED WITH CONTINU- OUS FIBERGLASS STRANDS, OR ROV- INGS, IN MANUFACTURING HIGH PER- FORMANCE MOLDED GRATING. Grating Pacific offers its Fibergrate Molded Grating line in a choice of five resin systems, assuring a resin system suited to the unique requirements of each customer application. MCORR (ORANGE OR GRAY) — A superior resin available only from Fibergrate, ViCorr was developed for reliable performance in the toughest environments. This propri- etary resin system formulation is the most chemically -resistant available today, offer- ing outstanding resistance to a wide range of highly corrosive environments, ranging from caustic to acidic. In fact, no other resin system can match ViCorr's performance in highly acidic environments. Offers an ASTM E-84 flame spread rating of 15 or less. ViCorr is also available in a UL Classified resin formulation. IFR (GREEN) — IFR is designed for industrial and chemical processing applications where corrosion resistance is important. This isophthalic polyester resin formulation offers a flame spread rating of 20 or less per ASTM E-84. IFR is also available in a UL Classified resin formulation. XFR (GRAY) — This highly corrosion resistant resin is recommended for use where fire potential is high. This proprietary resin carries a flame spread rating of 10 or less, a level exceeded by no other resin system. FGI (LIGHT GRAY) — USDA -accepted for food processing applications, this isophthalic polyester resin system meets the unique requirements of the food and beverage industry. FGI carries a flame spread rating of 20 or less. CORVEX (YELLOW, GREEN OR GRAY) — An economical polyester grating, Corvex outper- forms a number of competitive fiberglass products and meets the requirements for corrosion resistance found in light industrial and water/wastewater applications. This grating also offers a low flame spread rating of 25 or less. For assistance in selecting the resin most appropriate for your environment, con- sult the Chemical Resistance Guide on page 42 of this catalog. STOCK 1" DEEP 1" DEEP 1-1/2" DEEP 2" DEEP RECTANGULAR MESH SQUARE MESH SQUARE MESH SQUARE MESH 3'-0" x 10'-0" 3'-0" x 10'-0" 3'-0" x 10'-0" 4'-0" x 12'-0" 4'-0" x 8'-0" 4,-0" x 8'-0" 4'-0" x 8'-0" 4'-0" x 12'-0" 4'-0" x 12'-0" 5'-0 x 10'-0" ALL MATERIAL IS READILY AVAILABLE CUT TO SIZE WITH ENDS PROPERLY RESIN SEALED. Fiberglass Grating shall be one piece construction, Fibergrate Molded Fiberglass by Grating Pacific, 3651 Sausalito Street, Los Alamitos, CA 90720, (800) 321-4314. Molded grating shall be fire retardant, 1-1/2" deep (1", 1-1/2" or 2"), SQUARE mesh (square or rectangular for 1" deep, square for 1-1/2" or 2" deep), manufactured with ViCORR PREMIUM VINYL ESTER resin (ViCorr Premium Vinyl Ester, IFR Isophtalic Polyester, XFR, FGI Isophtalic Polyester or Convex Polyester). Grating shall be supplied with CONCAVE (standard concave or optional grit surface) skid -resistant walking surface. All cut or sanded surfaces shall be sealed with resin prior to installation. Grating shall be fastened to supporting structure with type fasteners (see below). CLIP ASSEMBLIES FOR MOLDED GRATING Grating Pacific offers specially designed attachments and clips, both to fasten panels together and to secure them to support structures. All clips are made of Type 316 Stainless Steel and are available in 1", 1-1/2" and 2" sizes. TYPE M HOLD DOWN CLIPS — Used to secure panels to a support using two adjacent grat- ing bars for a secure fit. TYPE J HOLD DOWN CLIPS — For use in securing grating panels to support frames. TYPE G HOLD DOWN CLIPS — Designed to attach grating to any structural member flange, 3/4" or smaller in thickness, with no drilling required. TYPE F END PANEL CLIP — Provides a simplified method for joining side bars of panels that are butted end to end. TYPE W — Designed to secure covered grating or FiberPlate to a structure. TYPE M TYPE J TYPE G TYPE F TYPE W ®PHOENIX, AZ LOS ALAMITOS, CA TRACY, CA WOODBURN, OR SEATTLE, WA TEL (888) 936-9201 TEL (800) 321-4314 TEL (800) 491-7999 TEL (800) 942-4041 TEL (800) 243-3939 FAX (623) 936-9550 FAX (562) 598-2740 FAX (209) 832-6311 FAX (503) 980-2068 FAX (206) 575-6455 MOLDED GRATING LOAD TABLES THE FOLLOWING LOAD TABLES WERE DEVELOPED IN STRICT CONFORMANCE WITH THE FIBERGLASS LOAD/DEFLECTION CRITERIA PRESENTED ON PAGE 41 OF THIS CATALOG. U - UNIFORM IN LBS. PER S0. FT., C - CONCEN- TRATED LINE LOAD IN LBS. PER FT. OF WIDTH, P - CONCENTRATED POINT LOAD -LBS., 4U - UNIFORM LOAD DEFLECTION IN INCHES, AC - CONCENTRATED LINE LOAD DEFLECTION IN INCHES, AP - CONCENTRATED POINT LOAD DEFELECTION IN INCHES. DEEP RECTANGULAR 1-1/2" 1-1/2" DEEP, 1-1/2" X 1-1/2" SQUARE MESH ❑ ❑ ❑ ❑ ❑ ❑ ❑ LOAD BAR CROSS BAR 1„ 1" DEEP, 1" X 4" RECTANGULAR MESH N LOAD BAR CROSS BAR 1-1/2" 70% WIDTH CENTERS A 1/4" + 4" MAX, RECOMMENDED SPAN LOAD BAR OPEN BAR CENTERS AREA 1-1/2" 1/4", 1" 69% 1" 1/4"* CONVEX IFR/FGI . ► i ~ WEIGHT/SQ. FT. J 2067 2.5 LBS. CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SO. FT. CORVEX MAX. RECOMMENDED SPAN ULTIMATE 1417 3850 8000 1580 4U <.01 .01 .03 .04 .07 .14 .28 919 CAPACITY (INCHES) 50 100 200 300 500 1000 2000 CORVEX IFR/FGI VI-CORR 2567 12" AU <.01 <.01 <.01 .01 .02 .05 .09 2367 2367 4628 10155 527 AC <.01 .01 .02 .02 .04 .08 - 1183 1183 2314 5350 Ac .02 .03 .07 .10 .17 .33 - AU .01 .02 .04 .07 .11 .22 .44 1052 1052 2057 4756 18" AC .01 .02 .05 .07 .12 .23 - 789 789 1543 3567 453 4P <.01 .01 .02 .03 .06 .11 .22 - - - - 1540 AU .04 .07 .15 .22 .37 .73 - 592 592 1157 2675 24" Ac .03 .06 .12 .18 .30 .59 - 592 592 1157 2675 36" 4P .01 .02 .05 .07 .12 .24 .49 - - - - 4P .02 .03 .06 .09 .15 .30 - 4U .08 .17 .34 .51 .85 - - 379 379 740 1712 30" AC .05 .11 .22 .32 .54 - - 473 473 926 2140 405 4P .02 .05 .09 .14 .23 .45 2286 129 4P .02 .04 .09 .13 .22 .44 - - - - AU .16 .32 .65 .97 1.61 - - 263 263 514 1189 36" AC .09 .17 .34 .52 .86 - - 394 394 771 1783 - 4P .04 .07 .14 .21 .35 .71 - - - - - AU .42 .84 1.68 2.53 - - - AU .33 .66 1.32 1.98 - - - 193 193 378 873 42" AC .15 .30 .60 .90 1.51 - - 338 338 661 1529 - 4P .05 .11 .21 .32 .53 - - - - - - DEEPSQUARE 1-1/2" 1-1/2" DEEP, 1-1/2" X 1-1/2" SQUARE MESH ❑ ❑ ❑ ❑ ❑ ❑ ❑ LOAD BAR CROSS BAR WIDTH CENTERS 1/4" 1-1/2" ❑ ❑ ❑ ❑ ❑ ❑ ❑ N LOAD BAR OPEN CENTERS AREA 1-1/2" 70% H y t WEIGHT/SQ. FT. 3.75 LBS. CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SQ. FT. MAX, RECOMMENDED SPAN ULTIMATE OPEN AREA BAR 1-1/2" 70% 1-1/2" 1/4", CAPACITY (INCHES) 50 100 200 300 500 1000 2000 CONVEX IFR/FGI VI -CORK OPEN 1211 AU <011 <01 <01 .01 .02 .04 .07 2067 2833 7700 10420 CORVEX OC <.O1 <.O1 .01 .02 .03 .05 .11 1033 1417 3850 8000 1580 4U <.01 .01 .03 .04 .07 .14 .28 919 1259 3422 6947 18" OC .01 .02 .03 .05 .08 .15 .30 889 944 2567 5333 702 AP <.01 <.01 .01 .02 .03 .06 .13 - - - - 527 4U .02 .04 .06 .12 .21 .42 - 517 708 1925 4000 24" Ac .02 .03 .07 .10 .17 .33 - 517 708 1925 4000 395 4P <.01 .01 .02 .03 .06 .12 .23 - - - - 395 4U .05 .09 .18 .27 .46 .91 - 331 453 1232 2560 30" OC .03 .06 .12 .18 .29 .59 - 413 567 1540 3200 253 4P .01 .02 .04 .06 .10 .20 494 1141 30" AC .09 .18 .35 .53 .88 - - 316 AU .10 .20 .40 .59 .99 - - 230 315 856 1778 36" AC .05 .11 .21 .32 .53 1.06 - 344 472 1283 2667 176 4P .02 .03 .06 .09 .15 .30 - - - - - 263 AU .17 .34 .69 1.03 1.72 - - 169 231 629 1306 42" OC .08 .16 .32 .47 .79 1.58 - 295 405 1100 2286 129 4P .02 .04 .09 .13 .22 .44 - - - - - 226 4U .28 .56 1.13 1.70 - - - 129 177 481 1000 48" AC .11 .23 .45 .68 1.13 - - 258 354 963 2000 - 4P .03 .06 .12 .18 .29 .58 - - - - - AC .04 .07 .14 .22 .36 - AU .42 .84 1.68 2.53 - - - 102 140 380 790 54" AC .15 .30 .60 .90 1.50 - - 230 315 856 1778 - 4P .04 .07 .15 .22 .37 - - - - - - 1" DEEP SQUARE MESH DEEPSQUARE 1" DEEP, 1-1/2" X 1-1/2" SQUARE MESH LOAD BAR ❑ 1:11:1 CROSS BAR WIDTH CENTERSE w1:1 N 1/4" # 1-1/2" ❑ LOAD BAR CENTERS OPEN AREA BAR 1-1/2" 70% 1-1/2" 1/4", CENTERS WEIGHT/SQ. FT. = 2.5 LBS. OPEN CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SQ. FT. MAX. RECOMMENDED SPAN ULTIMATE INCHES) 50 100 200 300 500 1000 2000 CORVEX I IFR/FGI VI -CORK CAPACITY 12" AU <.01 <.01 .01 .02 .04 .08 .16 1580 1580 3065 6770 FT. AC <.Ol .01 .03 .04 .06 .13 - 790 790 1543 3567 CLEAR SPAN AU .02 .04 .08 .11 .20 .38 - 702 702 1371 3170 18" AC .02 .04 .08 .12 .20 .41 - 527 527 1028 2378 CAPACITY OP <.Ol .01 .03 .04 .07 .14 .27 - - - - 6267 AU .06 .12 .25 .37 .64 - - 395 395 771 1783 24" 4C .05 .10 .20 .30 .49 - - 395 395 771 1783 625 AP .01 .03 .05 .08 .13 .26 .53 - - - - - AU .14 .27 .55 .82 - - - 253 253 494 1141 30" AC .09 .18 .35 .53 .88 - - 316 316 617 1427 AP .03 .05 .10 .15 .26 .52 - 400 1003 1003 3344 AU .31 .62 1.24 1.85 - - - 176 176 343 793 36" 4C .16 .33 .66 .99 1.65 - - 263 263 514 1189 - AP .03 .07 .14 .20 .34 .68 - - - - - 278 AU .49 .98 1.97 - - - - 129 129 252 582 42" AC .23 .45 .90 1.35 - - - 226 226 441 1019 AP <.Ol .01 .03 .04 .07 .15 OP .06 .12 .23 .35 .59 - - - - - - E -GRATING PACIFIC Service. Quality. Reliability. www.gratingpacific.com DEEPSQUARE 2" 2" DEEP, 2" X 2" SQUARE MESH ❑ ❑ ❑ ❑ ❑ N LOAD BAR CROSS BAR WIDTH CENTERS LOAD BAR OPEN CENTERS AREA IFS 2" 1/4" � F 2" 72°% WEIGHT/SQ. FT. 4.0 LBS. CLEAR SPAN UNIFORM, CONCENTRATED 8 POINT LOADS DEFLECTION IN INCHES LOAD = LBS./SO. FT. MAX. RECOMMENDED SPAN ULTIMATE (INCHES) 50 100 200 300 500 1000 2000 CORVEX IFR/FGI VI-CORR CAPACITY 12" AU <.Ol <.Ol <.Ol <.Ol .01 .02 .04 2500 6267 6267 9624 AC <.Ol <.Ol <.Ol .01 .02 .03 .06 1250 3133 3133 9624 AU .01 .02 .04 .06 .10 .20 - 625 1567 1567 4812 24" Ac .O1 .02 .03 .05 .08 .16 - 625 1567 1567 5225 AP <.Ol <.Ol .01 .02 .04 .07 .14 - - - - DU .02 .05 .09 .14 .23 .45 - 400 1003 1003 3344 30" Ac .O1 .03 .06 .09 .14 .29 - 500 1253 1253 4180 AP <.01 .01 .02 .03 .06 .12 .23 - - - - AU .04 .09 .18 .26 .44 - - 278 696 696 2322 36" AC .02 .05 .09 .14 .23 .47 - 417 1044 1044 3483 AP <.Ol .01 .03 .04 .07 .15 .29 AU .08 .16 .32 .47 .79 - - 204 512 512 1706 42" AC .04 .07 .14 .22 .36 - - 357 895 895 2986 4P .01 02 .05 .08 .12 .25 .50 - - - - AU .14 .28 .56 .84 - - - 156 392 392 1306 48" AC .06 .11 .22 .33 .56 - - 313 783 783 2613 OP .Ol .03 .06 .09 .15 .30 .60 - I - I - - 54„ AU .21 .42 .84 1.26 - - - 123 309 309 1032 AC .07 .15 .30 .45 .75 - - 278 696 696 2322 Boll AU .37 .73 1.46 - - - - 100 251 251 836 AC .12 .23 .47 .70 1.17 - - 250 627 627 2090 E -GRATING PACIFIC Service. Quality. Reliability. www.gratingpacific.com Cer Cenk PERFORATED METALS Perforated Metals are available in all popular materials, carbon steel. aluminum, stain less steel and brass. Provide us with the opportunity to supply your requirem entsand we will take every step to earn your valued trust! IMMEDIATE SHIPMENT-GratingPacifictakesexceptional pride in providing the absolute finest in service. We will glad Iyship your requirements from any of our four service centerswithin hours! SUPERIOR SELECTION - Complete inventories of all popular styles and sheet sizes are readily available. We compliment this "com- mon" inventory with countless "hard -to -find" uncommon styles and sheet sizes in stock! By stocking such a wide variety of styles and materials... steel, aluminum, stainless steel, brass.. your project can be completed on-time! Bar Centers Size CUSTOM PRODUCTS - If our vast inventory does not provide a style or sheet size that suits your specif- ic requirements, simply contact our customer service representatives. Wewill gladly provide custom products tailored to your exact specifications! FABRICATION SERVICES- Not just stock sheets, our service centers maintain complete fabrication capacity. We offer shearing, saw- ing, forming, rolling, and welding. Additionally, we can provide finishing services such as painting, galvanizing and anodizing! UNPARALLELED CUSTOMER SERVICE - Our commitment to your satisfaction is unsurpassed! The opportunity to exceed your expecta- tions is sincerely appreciated. STANDARD ROUND PERFORATIONS STRAIGHT LINE ROUND 60' STAGGERED PERFORATIONS Bar Centers HEXAGONAL PERFORATIONS STAGGERED I Is Size Size Centers 12 VIsmV 0 0 m m OPTIONAL ROUND PERFORATIONS 45° STAGGERED T SQUARE PERFORATIONS STRAIGHT LINE SQUARE STAGGERED PERFORATIONS ORNAMENTAL SIDE STAGGERED SLOTS STRAIGHT LINE RECTANGULAR END STAGGERED SLOTS PERFORATIONS (SEE PAGE 45) (OR RECTANGULAR) (OR SLOTS) (OR RECTANGULAR) PATTERN ORIENTATION End Length End Margin Perforated Area -� Margin Ep N y AJ G O O ROUND HOLE C==D—== :0 00 STANDARD FLOW O C==---) O O O O > SIDE STAGGERED SLOT r 32 ❑ ❑ ❑ ❑ ❑ ❑ ❑ O d ����a STAGGERED SQUARES STRAIGHT LINE OOOr < < i END STAGGERED J ROUND HOLE O� yrr RECTANGLES OPTIONAL FLOW O 0 � � . r H `'----`--'9_O ROUND HOLE STANDARD FLOW (Straight rows parallel to length of sheet) END STAGGERED RECTANGLES (Parallel to width or length of sheet) ROUND HOLE - OPTIONAL FLOW (Straight rows parallel to width of sheet) STRAIGHT LINE (Squares, slots or rounds) SIDE STAGGERED SLOTS ( Parallel to width or length of sheet) STAGGERED SQUARE ( Parallel to length of sheet) ® PHOENIX, AZ LOS ALAMITOS, CA TRACY, CA WOODBURN, OR SEATTLE, WA TEL (888) 936-9201 TEL (800) 321-4314 TEL (800) 491-7999 TEL (800) 942-4041 TEL (800) 243-3939 FAX (623) 936-9550 FAX (562) 598-2740 FAX (209) 832-6311 FAX (503) 980-2068 FAX (206) 575-6455 0000...... 0•.•.•.•.0.0.0.• • • .. .•0.0.0.0•.•.•0.0.0• 0.0.0.0.0.0.0•.•.•.• 0.0.0.0.0.0.0.0.0.0• .•.000000000.000000• .......... 0 0 0 0 0 0 0 0 _0_0_0_0_•_• •�•••�•�•0 0 •••••••••••• •••••••••••• •••••••••••• •••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• ••••••••••• 0.0.0_0_•_• .00000000000000000.0 .0000000000000000000 .0000000000000.0.000 .0000000000000.0.000 .0000000000000.0.0.0 •••••••••••• •••••••••••• •••••••••••• •••••••••••• •••••••••••• _0_0_0_0_•_• 000 0 wo • • • 0• 00000000 0 0 0. 0 • • • - •000 • wakwAkwAbw •o•o•o• 00.0.00 0000• AML0000Ask• toirmp • InwirAllilk • _ • _ _ • •AVEMAM' nAf•■Clf• - - ... .. ..... im, ROUND & SQUARE HOLE PATTERN ILLUSTRATIONS 5/8" DIA 7/8" CTRS 3/4" DIA 1" CTRS 1" DIA 1-3/8" CTRS 46% OPEN AREA 51% OPEN AREA 48% OPEN AREA ORNAMENTAL & SPECIALTY PATTERNS Eclu DIAMOND CANE 19% OPEN 3/4" SO 1" STRAIGHT ROWS 56% OPEN AREA MARIETTA 45% OPEN *OAS& F ------ W W W W 000 STANDARD OCTAGON 35% OPEN ROUND CANE MOIRE 38% OPEN 41% OPEN 1/8" X 3/4" HEXAGON 1/4" 79% OPEN MAX -FLOW 68% OPEN SLOTS 1/4" X 1-1/2", IN ROWS ACROSS WIDTH OF SHEET. VERTICAL BARS 3/32" WIDE, WITH EVERY THIRD BAR 3/16" Grating Pacific is also your one-stop service center for custom perforated metals. If our vast inven- tory of materials and patternsdoes not suit your exact needs, just call. We will gladly provide custom perforated metals of all description with special margins, configurations and open area. Secondary fabrication such as shearing, coping, forming and finishing are readily available. 5mply provide your drawings and we will promptly quote to your exact specifications. ®PHOENIX, AZ LOS ALAMITOS, CA TRACY, CA ' TEL (888) 936-9201 TEL (800) 321-4314 TEL (800) 491-7999 FAX (623) 936-9550 FAX (562) 598-2740 FAX (209) 832-6311 GRECIAN 35% OPEN FULL CLOVERLEAF 50% OPEN I 10 O o0 O O / 1 0000 0 00000 / 1 0000 0 00000// I 0000 � 0000 // 1 0000 o O00 / 1 O O o0 0/ 0000 0 000/ O 0o 0/ 0000 o O/ / WOODBURN, OR SEATTLE, WA TEL(800)942-4041 TEL (800) 243-3939 FAX (503) 980-2068 FAX (206) 575-6455 ROUND HOLES STAGGERED PATTERN HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. CARBON STEEL .020" RD .045" Stag 26 18% 1/32" RD 1/16" Stag 22 23% 3/64" RD 5/64" Stag 24 33% 3/64" RD 3/32" Stag 22 thru 18 23% 1/16" RD 3/32 Stag 22 thru 16 40% 1/16" RD 7/64" Stag 20 thru 16 30% 1/16" RD 1/8" Stag 26 thru 16 23% 5/64" RD 1/8" Stag 22 thru 14 35% 3/32" RD 5/32" Stag 24 thru 14 33% 3/32" RD 3/16" Rag 24 23% .117 RD 5/32" Rag 18 51% 1/8" RD 3/16" Rag 24 thru 11 40% 1/8" RD 7/32" Rag 14 thru 12 30% 1/8" RD 1/4" Stag 14,13 23% 9/64" RD 3/16" Rag 18 51% 5/32" RD 3/16" Rag 22 thru 16 63% 5/32" RD 1/4" Rag 20 thru 10 35% 3/16" RD 7/32" Rag 22 thru 16 67% 3/16" RD 1/4" Rag 24 thru 12 51% 3/16 RD 5/16" Rag 10,3/16" 33% 3/16" RD 3/8" Stag 14 thru 10 23% 1/4" RD 5/16" Rag 20 thru 16 58% 1/4" RD 3/8" Rag 26 thru 1/4" 40% 17/64" RD 5/16" Rag 20 66% 5/16" 7/16" Rag 20 thru 1/4" 46% 3/8" RD 9/16" Rag 20 thru 1/4" 40% 1/2" RD 11/16" Rag 20 thru 1/4" 48% 1/2" RD 3/4" Stag 16 40% 5/8" RD 7/8" Stag 10 thru 1/4" 46% 3/4" RD 1" Rag 16 thru 1/4" 51% 1" RD 1-3/8" Stag 10 thru 1/4" 48% 1-1/4" RD 1-5/8" Rag 1/4" 54% 1-1/2" RD 2" Stag 1/4" 51% 2" RD 2-1/2" Stag 1/4" 58% 2-1/2" RD 3" Rag 3/16" 63% 3" RD 3-1/2" Rag 3/16" 67% 4" RD 4-1/2" Rag 10 72% G-90 PRE -GALVANIZED STEEL 5/64" RD 1/8" Rag 18 35% 3/32" RD 5/32" Rag 22 thru 18 33% 3/32" RD 3/16" Stag 20 23% 7/64" RD 3/16" Stag 16 31% 1/8" RD 3/16" Stag 20 thru 16 40% 3/16" RD 7/32" Stag 18 67% 3/16" RD 1/4" Stag 20 thru 16 51% 3/16" RD 3/8" Stag 20 23% 1/4" RD 5/16" Stag 20 58% 5/16" RD 7/16" Rag 16 46% 3/8" RD 1/2" Rag 16 51% STAINLESS STEEL - TYPE 304 .020" RD .045" Rag 30 18% 1/32" RD 1/16" Rag 26 23% 3/64" RD 3/32" Rag 24 23% .050" RD 5/64" Rag 26,24 37% 1/16" RD 3/32" Rag 22,20 40% 1/16" RD 7/64" Rag 26,22 30% 1/16" RD 1/8" Rag 26 thru 18 23% 5/64" RD 1/8" Rag 22,20 35% 3/32" RD 5/32" Rag 22 thru 14 33% .117 RD 5/32" Rag 22 51% 1/8" RD 3/16" Rag 26 thru 11 40% 1/8" RD 7/32" Rag 14,11 30% 9/64" RD 3/16" Rag 18 51% 5/32" RD 3/16" Rag 20 thru 16 63% 3/16" RD 1/4" Rag 24 thru 14 51% 3/16" RD 5/16" Rag 11 33% 1/4" RD 5/16" Rag 22 thru 16 58% 1/4" RD 3/8" Rag 20 thru 3/16" 40% 5/16" RD 7/16" Rag 16 46% 3/8" RD 9/16" Rag 16,11 40% 1/2" RD 11/16" Stag 20 thru 3/16" 48% 3/4" RD 1" Rag 16,11 51% STAINLESS STEEL - TYPE 316 3/32" RD 5/32" Rag 14 33% 1/8" RD 3/16" Rag 16 40% 5/32" RD 3/16" Rag 16 63% 3/16" RD 1/4" Rag 22 thru 16 51% PERFORATED METALS ROUND HOLES STAGGERED 0000PATTERN (CONT.) 00000 HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. ALUMINUM - ALLOY 3003-H14 3/64" RD 5/64" Stag 20 33% .050" RD 5/64" Stag 20,18 37% 1/16" RD 1/8" Stag 22 thru 14 23% 5/64" RD 1/8" Stag 16, 14 35% 3/32" RD 5/32" Stag 22 thru 14 33% 1/8" RD 3/16" Stag 24 thru .125 40% 1/8" RD 21/64" Stag .090 13% 5/32" RD 3/16" Stag 20 thru 14 63% 3/16" RD 7/32" Stag 16 67% 3/16" RD 1/4" Stag 20 thru .125 51 3/16 RD 3/8" Stag 18, 14 23% 1/4" RD 5/16" Stag 16,20 58 1/4" RD 3/8" Stag 20 thru .125 40% 1/4" RD 1/2" Stag 16 23% 3/8" RD 9/16" Stag 14 40% 1/2" RD 11/16" Rag 14_125 48% 3/4" RD 1 1" Stag 16, 11 51 ALUMINUM - ALLOY 5052-H32 1/16" RD 1/8" Stag 20,16 23% 1/16" RD 7/64" Stag 16 30% 3/32" RD 3/16" Stag .080 23% 1/8" RD 3/16" Stag 16 40% 1/8" RD 21/64" Stag 14 13% 3/16" RD 1/4" Stag 14 51% ALUMINUM - ALLOY 6061-T6 1/8" RD 3/16" Rag20 thru 14 40% 1/4" RD 3/8" Stag 14 40% ALUMINUM - ALLOY 7075-0 3/32 RD 1/4" Stag 16 thru .125 13% 5/32" RD 3/8" Stag .090 1600 BRASS .020 RD .045" Stag 26 18% .033 RD .079" Stag 26 16% 3/32" RD 5/32" Stag 22,20 33% HOLESHEX PATTERN HOLE CENTERS 1 00000 000004 GAUGE/PLATE THICK. OPEN AREA CARBON STEEL Staggered 22 1/4" HEX 1 9/32" Stag 22 1 79% G-90 PRE -GALVANIZED STEEL 35% Marietta 1/4"HEX I 9/32" Stag 22 79% ALUMINUM - ALLOY 3003-H14 Staggered 22 1/4"HEX I 9/32" Stag 20 79% ORNAMENTAL DESIGNATION PATTERN 77UGE OPEN AREA CARBON STEEL Cloverleaf Staggered 22 50% Grecian Straight Line 22 35% Marietta Straight Line 22 45% Moire Staggered 22 41% Octagon Straight Line 22 35% ALUMINUM - ALLOY 3003-H14 Grecian Straight Line 20 35% Windsor Straight Line 20 45% ROUND HOLES LINE PATTERN 00000 HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. CARBON STEEL .027" RD .050" Strght 26 23% .050" RD .066" Strght 24 45% 1/4" RD 3/8" Strght 16 35% 1/4" RD 1/2" Strght 18,16 20% 1/4" RD 1" Strght 3/16" 5% G-90 PRE -GALVANIZED STEEL .037" RD 055" Strght 26 36% STAINLESS STEEL - TYPE 304 .033" RD .055" Strght 26 28% .045" RD .066" Strght 24 37% .050" RD .066" Strght 26 45% 1/16" RD 7/16" Rrght 26 2% 3/16" RD 3/8" Strght 18 20% ALUMINUM - ALLOY 3003-H14 .033" RD .055" Strght 20 28% .040" RD .066" Strght 20 29% .050" RD .066" Strght 20, 18 45% 1/2" RD 5/8" Strght 14 50 BRASS .045" RD066" Rrght 24 37% .050" RD .083" St ght 24 29% SQUARE1 LINE PATTERN MENEM HOLE CENTERS GAUGE/PLATE OPEN AREA THICK. CARBON STEEL .200 MR 1/4" Rrght 22,20 64% 1/4" MR 5/16" Strght 20 64% 3/8" MR 1/2" Strght 22,16 56% 1/2" MR 5/8" Rrght 16 64% 1/2" MR 11/16" Strght 18 53% 3/4" MR 1" Strght 16 56% STAINLESS STEEL - TYPE 304 .200 MR 1/4" Strght 22 64% ALUMINUM - ALLOY 3003-H14 .200 MR 1/4" Strght 20 64% ADDITIONAL INVENTORY Our Stock List details the most compre- hensive inventory of perforated metals, ON THE FLOOR, in the Western United States! In addition to our most popular items listed above, we have hundredsof other patterns and sheet sizes in stock. If you desire a specif- ic hole, pattern, sheet size or thickness not indicated, just call and we will gladly assist in providing products designed to meet your specific needs. OBLONG HOLES STAGGEREDLo * PATTERNGAUGE I PLATE Do 00 CARBON STEEL • • • • • mCRATING PACIFIC Service. Quality. Reliability. www.gratingpacific.com 1 4F Link -Seal° Devices Environmental Seal for Conduit Passing Through Concrete Walls, Floors, or Ceilings Link -Seal Devices Applications: • Eaton's Crouse -Hinds Link -Seal® is the quick, economical way to seal around conduit in concrete walls, floors and casings. Link -Seal is a modular mechanical seal used for any type of penetration. Features and Benefits: • Saves time and money - Link -Seal installs in up to 75% less time than competition products • Positive Hydrostatic Sealing - properly installed, Link -Seal is rated at 20 psig (40 feet of head), which exceeds the performance requirements of most applications • Environment Seals - Link -Seal environmental seal is designed for long life and use as a permanent seal. Seal elements are specially compounded to resist aging, ozone, sunlight, water and a wide range of chemicals • Fire Seals - for fire protection in floor and wall penetrations Link -Seal is Factory Mutual approved • Resistance to high and low temperatures - Link -Seal environmental seal is manufactured from special compounds that resist temperatures from -40°F to +250°F. Link -Seal Fire Seal is manufactured from a silicone material that resists temperatures from -67F to +400°F • Corrosion protection - where installation against galvanic corrosion (or electrolysis) is required, Link -Seal provides complete separation pipe and casing. Metal -to -metal contact is eliminated • Compensates for misalignment - Link -Seal allows for some angular and off -center conduit conditions and still seals effectively • Absorbs shock, sound and vibration - this inherent benefit of Link -Seal helps reduce conduit failure due to fatigue and threaded connections Standard Materials: • Rubber Seal Elements: EPDM (Black) - Environmental Seals Silicone (Grey) - Fire Seals • Pressure Plates: Glass Reinforced Nylon - Environmental Seals Steel w/Zinc Dichromate Plate - Fire Seals • Fasteners: Carbon Steel, Zinc Dichromate Plate - Environmental Seals 316 Stainless Steel - Environmental with Option S316 Carbon Steel w/Zinc Dichromate - Fire Seals Wet Locations Corrosive Environments Environmental Conduit Seal Ordering Information: It's easy. Locate the conduit size and type you are installing in the columns on the left. Then locate the seal and sleeve part numbers under the installation method you've selected. No sleeve is needed for cored or cast hole installation. Cored or Cast Hole Method: Note the appropriate hole diameter and select the seal part number. Example: For 3/4" EMT conduit through a cored hole - Core a 2" diameter hole and install the conduit using Link -Seal part number LSA200-C-04. Sleeve Methods: Select either the plastic or metal sleeve. Both types of sleeves are designed to be cast into concrete walls or floors. Sleeves are ordered separately. Remember to add the wall or floor thickness to the steel sleeve part number to insure the sleeve is provided in the proper length. Plastic sleeves are a standard 16 long and can be modified in the field. we— Materials: The standard product for environmental conduit seals is made from EPDM supplied with steel bolts and nuts with a zinc dichromate finish. These seals are suitable for use in water, direct ground burial and atmospheric conditions. They provide electrical insulation where cathodic protection is required. EPDM rubber is resistant to most inorganic acids and alkalis, and some organic chemicals (acetone, alcohol, ketones). Options: To order the standard product with 316 stainless steel bolts and nuts, for corrosive environments, replace the "C" in the seal catalog number with "S316". For example, a'/z" seal for rigid steel conduit for a cored hole is an LSA200-C-04; ordered with stainless steel bolts and nuts the catalog number becomes LSA200-S316-04. Crouse -Hinds 112 www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business by F:7•N Link -Seal"' Devices Wet Locations 4F Corrosive Environments Environmental Seal for Conduit passing through Concrete Walls, Floors or Ceilings Ordering Information - Environmental Conduit Seal Conduit Conduit Cast/Cored Seal for Plastic Seal for Steel Seal for Nominal Conduit Actual O.D. Hole Dia. Cast/Cored Hole Sleeve Plastic Sleeve Sleeve Steel Sleeve Size Type* (inches) (inches) Cat. # Cat. # Cat. # Cat. # Cat. # 1/2" EMT .706 2.000 LSA275 C 04 LS CS 2 16 LSA200 C 04 WS2 15 D LSA275 C 04 '/2" IMC .815 2.000 LSA200 C 04 LS CS 2 16 LSA200 C 04 WS2 21 T LSA200 C 04 1/2" RSC .840 2.000 LSA200 C 04 LS CS 2 16 LSA200 C 04 WS2 21 T LSA200 C 04 3/4" EMT .922 2.000 LSA200 C 04 LS CS 3 16 LSA315 C 04 WS2 15 T LSA200 C 04 3/4" IMC 1.029 2.500 LSA275 C 06 LS CS 3 16 LSA315 C 04 WS2 15 T LSA200 C 04 3/4" RSC 1.050 2.500 LSA275 C 06 LS CS 3 16 LSA315 C 04 WS2.5 20 T LSA275 C 06 11. EMT 1.163 2.500 LSA315 C 04 LS CS 3 16 LSA300 C 04 WS2.5 20 T LSA275 C 06 1" IMC 1.290 3.000 LSA300 C 04 LS CS 3 16 LSA300 C 04 WS2.5 10 T LSA275 C 06 11. RSC 1.315 3.000 LSA300 C 04 LS CS 3 16 LSA300 C 04 WS2.5 20 T LSA200 C 05 11/4" EMT 1.510 3.000 LSA300 C 04 LS CS 3.5 16 LSA315 C 05 WS3.5 22 T LSA315 C 05 11/4" IMC 1.638 3.000 LSA275 C 07 LS CS 3.5 16 LSA300 C 05 WS3.5 22 T LSA315 C 05 11/4" RSC 1.660 3.000 LSA275 C 07 LS CS 3 16 LSA200 C 06 WS3.5 22 T LSA315 C 05 11/2" EMT 1.740 3.500 LSA315 C 05 LS CS 3.5 16 LSA300 C 05 WS3.5 32 T LSA315 C 05 11/2" IMC 1.883 3.500 LSA300 C 05 LS CS 3.5 16 LSA275 C 08 WS3.5 22 D LSA300 C 05 11/2" RSC 1.900 3.500 LSA300 C 05 LS CS 3.5 16 LSA275 C 08 WS3.5 22 T LSA300 C 05 2" EMT 2.197 4.000 LSA315 C 06 LS CS 4 16 LSA315 C 06 WS4 23 T LSA315 C 06 2" IMC 2.360 4.000 LSA300 C 06 LS CS 4 16 LSA300 C 06 WS4 23 T LSA300 C 06 2" RSC 2.375 4.000 LSA300 C 06 LS CS 4 16 LSA300 C 06 WS4 23 T LSA300 C 06 21/2" EMT/RSC 2.875 4.000 LSA200 C 09 LS CS 4 16 LSA200 C 09 WS4 23 T LSA200 C 09 21/2" IMC 2.857 4.000 LSA200 C 09 LS CS 4 16 LSA200 C 09 WS4 23 T LSA200 C 09 3" EMT/RSC 3.500 5.000 LSA300 C 08 LS CS 5 16 LSA300 C 08 WS5 25 T LSA300 C 08 3" IMC 3.476 5.000 LSA300 C 08 LS CS 5 16 LSA300 C 08 WS5 25 T LSA300 C 08 31/2" EMT/RSC 4.000 6.000 LSA325 C 05 LS CS 6 16 LSA325 C 05 WS6 28 T LSA325 C 05 31/2" IMC 3.971 6.000 LSA325 C 05 LS CS 6 16 LSA325 C 05 WS6 28 T LSA325 C 05 4" EMT/RSC 4.500 6.000 LSA300 C 10 LS CS 6 16 LSA300 C 10 WS6 28 T LSA300 C 10 4" IMC 4.466 6.000 LSA300 C 10 LS CS 6 16 LSA300 C 10 WS6 28 T LSA300 C 10 5" RSC 5.563 8.000 LSA425 C 06 LS CS 8 16 LSA425 C 06 WS8 32 T LSA425 C 06 6" RSC 6.625 10.000 LSA475 C 10 LS CS 10 16 LSA475 C 10 WS818 T LSA300 C 15 *EMT - Electrical Metallic Tubing; IMC - Intermediate Metal Conduit; RSC - Rigid Steel Conduit TSpecify length of steel sleeve in inches. Example: S6-28-08 is 8" long. All plastic sleeves come in standard 16" lengths and can be field cut to desired length. The last two digits of the seal part number indicate the number of links (and the number of bolts) per seal. Crouse -Hinds by E:7 -N www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business 113 4F Link -Seal® Devices Fire Rated Fire Seal for Conduit passing through Concrete Walls, Floors or Ceilings Fire Conduit Seal Ordering Information: Sleeve Methods: Options: Locate the conduit size and type you are installing in the columns on the left. Then locate the seal and sleeve part number under the installation method you've selected. No sleeve is needed for cored or cast hole installation. Cored or Cast Hole Method: Note the appropriate hole diameter and select the seal part number. Example: For 3/4" EMT conduit through a cored hole -Core a 2" diameter hole and install the conduit using Link -Seal Part number LSA200-T-04. Select the appropriate metal sleeve for the size and type of conduit being installed. The sleeve should be ordered separately. Remember to add the wall or floor thickness to the steel sleeve part number to insure the sleeve is provided in the proper length. Materials: The standard product for fire conduit seals is made from grey silicone supplied with steel bolts and nuts with a zinc dichromate finish. These seals are Factory Mutual approved for use as a 1 -hour fire stop and can handle temperature extremes of -67°F to +400°F. Fire Conduit Seal - Ordering Information To order the fire seal for a 3 -hour rating, replace the "T" in the seal catalog number with a "FS". For example, a'/2" seal for rigid steel conduit for a cored hole is an LSA200-T-04; ordered with option FS the catalog number becomes LSA200-FS-04. A 3 -hour fire seal can also be made by using two Model T's back-to-back. The Model FS is basically two Model T's back-to-back. In Model FS, a tie rod tightens both seals simultaneously - for use when only one side of an opening is accessible. Conduit Conduit Cast/Cored Seal for Steel Seal for Nominal Conduit Actual O.D. Hole Dia. Cast/Cored Hole Sleeve Steel Sleeve Size Type* (inches) (inches) Cat. # Cat. # Cat. # 1/2" EMT 0.706 2.000 LSA275 T 04 WS2 15 O LSA275 T 04 1/2" IMC 0.815 2.000 LSA200 T 04 WS2 21 O LSA200 T 04 1/2" RSC 0.840 2.000 LSA200 T 04 WS2 21 tD LSA200 T 04 14" EMT 0.922 2.000 LSA200 T 04 WS2 15 O LSA200 T 04 14" IMC 1.029 2.500 LSA275 T 06 WS2 15 T LSA200 T 04 3/4" RSC 1.050 2.500 LSA275 T 06 WS2.5 20 T LSA275 T 06 1.1 EMT 1.163 3.000 LSA315 T 04 WS2.5 20 T LSA275 T 06 1.1 IMC 1.290 3.000 LSA300 T 04 WS2.5 10 T LSA275 T 06 1.1 RSC 1.315 3.000 LSA300 T 04 WS2.5 20 T LSA200 T 05 11/4" EMT 1.510 3.000 LSA300 T 04 WS3.5 22 T LSA315 T 05 11/4" IMC 1.638 3.000 LSA275 T 07 WS3.5 22 T LSA315 T 05 11/4" RSC 1.660 3.000 LSA275 T 07 WS3.5 22 tD LSA300 T 05 11/2" EMT 1.740 3.500 LSA315 T 05 WS3.5 32 D LSA300 T 05 11/2" IMC 1.883 3.500 LSA300 T 05 WS3.5 22 T LSA300 T 05 11/2" RSC 1.900 3.500 LSA300 T 05 WS3.5 22 tD LSA275 T 08 2" EMT 2.197 4.000 LSA315 T 06 WS4 23 1D LSA315 T 06 2" IMC 2.360 4.000 LSA300 T 06 WS4 23 tD LSA300 T 06 2" RSC 2.375 4.000 LSA300 T 06 WS4 23 T LSA300 T 06 212" EMT/RSC 2.875 4.000 LSA200 T 09 WS4 23 T LSA200 T 09 212" IMC 2.857 4.000 LSA200 T 09 WS4 23 tD LSA200 T 09 3" EMT/RSC 3.500 5.000 LSA300 T 08 WS5 25 tD LSA300 T 08 3" IMC 3.476 5.000 LSA300 T 08 WS5 25 tD LSA300 T 08 312" EMT/RSC 4.000 6.000 LSA325 T 05 WS6 28 D LSA325 T 05 31/2" IMC 3.971 6.000 LSA325 T 05 WS6 28 T LSA325 T 05 4" EMT/RSC 4.500 6.000 LSA300 T 10 WS6 28 T LSA300 T 10 4" IMC 4.466 6.000 LSA300 T 10 WS6 28 T I LSA300 T 10 5" RSC 5.563 8.000 LSA425 T 06 WS8 32 T LSA425 T 06 6" RSC 6.625 10.000 1 LSA475 T 10 WS8 18t0 LSA300 T 15 tOSpecify length of steel sleeve in inches. Example: WS6-28-08 is 8" long. *EMT - Electrical Metallic Tubing; IMC - Intermediate Metal Conduit; RSC - Rigid Steel Conduit The last two digits of the seal part number indicate the number of links (and the number of bolts) per seal. Crouse -Hinds 114 www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business by F:7 -N Link -Seal® Devices Dimensions 4F Dimensions In Inches: Technical Information PRESSURE PLATE LINK -SEAL 2 BOLT CIRCLE ' CONDUIT O.D. AL Bolt R36U' LINKS/SEAL � I Actual Free ANNULAR SPACE / In, SD� MM NO CASING I.D. OR WALL HOLE DIA. i1n RMz�"^ 1/2 ANNULAR SPACE Thickness Length A Technical Information PRESSURE PLATE BOLT 2 Pressure Plate Bolt Actual Free Avg. Length After In, SD� MM NO II II Thread i1n RMz�"^ RUBBER SEALING Thickness Length g �,� II ELEMENT II R T Across i D1, Size Cat. # (inches) (inches) (inches) (inches) (inches) (inches) PRESSURE (inches) (inches) PLATE LSA200 C Crouse -Hinds by E.T-N www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business 115 Rubber Sealing Element Pressure Plate Bolt Actual Free Avg. Length After Hex Thread Link -Seal Thickness Length Tightening A R T Across H Size Cat. # (inches) (inches) (inches) (inches) (inches) (inches) Flats (inches) (inches) L LSA200 C .478 13/4 13/8 11/6 21/4 5/16 s otted hex 180 M5 21/2 LSA275 C .607 13/4 13/8 7/8 17/8 5/16 slotted hex 180 M5 21/2 LSA300 C .687 21/2 2 11/2 21/2 7/16 1/2 7/32 5/16-5/18 31/2 LSA315 C .807 21/2 2 17/,6 21/2 7/16 1/2 7/32 5/16-5/18 Th LSA325 C .875 3 2% 31/8 2 1/2 1/2 7/32 5/16-5/18 4 LSA425 C 1.062 31/2 23/4 31/2 3 3/4 9/18 1/4 3/8-3/16 5 LSA475 C 1.562 31/2 23/4 31/2 31/2 1/2 9/16 1/4 3/8-3/16 41/2 Crouse -Hinds by E.T-N www.crouse-hinds.com US: 1-866-764-5454 CAN: 1-800-265-0502 Copyright® 2013 Eaton's Crouse -Hinds Business 115 5. Remove forms. Then end caps may be replaced to protect sleeve from dust and debris until conduit penetration is made. At that time remove caps and wipe the sleeve clean. All statements, technical information and recommendations contained herein are based on information and tests we believe to be reliable. The accuracy or completeness thereof are not guaranteed. In accordance with Crouse -Hinds "Terms and Conditions of Sale", and since conditions of use are outside our control, the purchaser should determine the suitability of the product for his intended use and assumes all risk and liability whatsoever in connection therewith. Crouse -Hinds Quality from Cooper Industries Cooper Industries Inc. Crouse -Hinds Division PO Box 4999, Syracuse, New York 13221 • U.S.A. Copyright© 1997, Cooper Industries, Inc. F 1374 Revision 1 New 3/97 CROUSE-H/NDS� LINK -SEALS CONDUIT SEALS WPM Installation & Maintenance Information IF 1374 SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE APPLICATIONS Link -Seal conduit seals are designed to provide a quick, economical way to seal conduit in concrete walls, floors and casings. Link -Seal provides a positive hydrostatic seal that is rated at 20 psig (40 feet of head). Link -Seal is available in four versions, an environmental seal which is designed for long life and use as a permanent seal, and a fire seal for fire protection in floor and wall penetrations. Link -Seal environmental seals are manufactured from EPDM METHODS There are three methods that can be used to install the Link -Seal element around the conduit. Each are described below in detail. Choose the method best for your application. CORE DRILLED HOLE METHOD: This method is used primarily on existing concrete walls. When it is not practical to use a sleeve, core drilling produces an excellent surface for Link -Seal. When you know the size and type of conduit the rest is easy. Recommended core hole dimensions are shown in Table 1. After the hole is drilled, the Link -Seal assembly is wrapped around the conduit and easily slides into position for tightening. Four inch minimum wall thickness is required. Core drilled holes may be used with all types of Link -Seal. PLASTIC SLEEVE METHOD: The Century Line@ plastic sleeves are specifically engineered for use in the Link -Seal system. They are made from high impact thermoplastic and will not rust, corrode or shatter in cold weather. Century Line sleeves are lightweight and easy to handle during poured wall construction. Molded -in waterstop and reinforcing ribs serve to anchor the sleeve in the wall and resist pour forces. Nailer end caps are provided to make placement in forms simple and accurate. Eight inch minimum wall thickness is required. Plastic sleeves can be used with the environmental seals only. IF 1374 9 3/97 compounds that resist temperatures from -40°F to 250°F. Environmental seals are available with optional stainless steel hardware and pressure plates. Link -Seal fire seals are manufactured from a silicone material that resists temperatures from -67°F to 400°F. The T model fire seal is FM approved as a 1 hour fire seal. The FS model fire seal is rated as a 3 hour fire seal. It is also possible to use two T models back to back to create a 3 hour fire seal. METAL SLEEVE METHOD: The Sleeve -Sec® metal sleeves provide extreme structural strength. A single worker can nail the flanged sleeves into the wooden forms in minutes. Metal sleeves are available in lengths form 3" to 48". To ensure maximum corrosion resistance a tough polymer coating covers the entire surface. Four inch minimum wall thickness is required. Metal sleeves may be used with all types of Link -Seal. Copyright © 1997, Cooper Industries, Inc. Page 1 SEAL TYPES There are four types of Link -Seals available. They are briefly described below: MODEL C: Model C is the standard environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is carbon steel with a zinc dichromate plate. The temperature range is from -40°F to +250°F. They are suitable for use in water, direct ground burial and atmospheric conditions. Provides electrical insulation where cathodic protection is required. MODEL S316: Model S316 is also an environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is 316 type stainless steel. The temperature range is from -40°F to +250°F. They are ideal for use in chemical processing plants and waste water treatment plants. The EPDM rubber is resistant to most inorganic acids and alkalis, and some organic chemicals (acetone, alcohol, ketones). MODEL T: Model T is the basic fire seal. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from -67°F to +400T. The silicone rubber is ideal for temperature extremes and the Model T is FM approved as a 1 hour fire stop. Approval is in accordance with ASTM E814 81 fire and hose stream criteria. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. MODEL FS: Model FS is the 3 hour rated fire seal. Model FS is basically two model T's back-to-back with a tie rod that allows both seals to be tightened simultaneously. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from - 67° F to +4000F. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. INSTALLATION: 1. Select the proper seal and sleeve (if required) from ordering information. 2. If using the core drilled or cast hole method, hole in concrete wall should be in accordance with Table 1 based on conduit size and type. TABLE 1 Conduit Size Conduit Type Hole Diameter (in.) 1/219 EMT 2 1/211 IMC 2 1/219 Rigid Steel Conduit 2 3/4" EMT 2 3/4" IMC 2.5 3/4" Rigid Steel Conduit 2.5 1" EMT 3 1" IMC 3 1" Rigid Steel Conduit 3 1 1/41P EMT 3 1 1 /4" IMC 3 1 1/4" Rigid Steel Conduit 3 1 1/211 EMT 3.5 1 1 /2" IMC 3.5 1 1/217 Rigid Steel Conduit 3.5 2" EMT 4 2" IMC 4 2" Rigid Steel Conduit 4 21/217 EMT & Rigid Steel Conduit 4 2 1/219 IMC 4 3" EMT & Rigid Steel Conduit 5 3" IMC 5 31/211 EMT & Rigid Steel Conduit 6 3 1/299 IMC 6 4" EMT & Rigid Steel Conduit 6 4" IMC 6 5" Rigid Steel Conduit 8 6" Rigid Steel Conduit 10 3. If using Link -Seal Century Line plastic sleeves, see Installing Century Line Sleeves section of this instruction sheet. 4. Link -Seal seals are shipped as a belt of interconnected rubber links. Wrap the seal assembly around the conduit and connect the end links together. Page 2 Copyright © 1997, Cooper Industries, Inc. IF 1374 9 3/97 5. Pre -tighten the Link -Seal bolts before insertion of the seal into the annular space. Start by pressing the two end links at the top (12 o'clock) position together, square up each pressure plate at a tangent to the conduit and tighten the bolt enough to keep the links from spreading apart again. The entire area of each pressure plate must press against the mating surface of its link to ensure that its full area compresses the rubber link in the final tightening. Tighten each bolt on the seal before insertion by rotating the seal around the conduit and tightening in the top position. A socket wrench should be used to tighten the bolts. The 300 series seals require a 1/4" or 3/8" square drive. The 400 series requires a 1/299 square drive. 6. Before inserting Link -Seal make sure that the surface of the conduit and the ID of the casing or sleeve are clean and free of foreign material. 7. Slide the seal along the conduit and start inserting it into the annular space at the bottom (6 o'clock) position. Gradually work both sides of the seal into place. The Link -Seal should be positioned into the casing or sleeve so that the front edge of the pressure plates is even with or slightly inside the end of the casing or sleeve. 8. Now complete the tightening of the seal. Start with the bolt at the top position and give it a couple of turns. Move to the next bolt and repeat. Continue until you have moved all the way around the pipe. CAUTION Do not tighten each bolt completely before moving to the next. Don't skip any bolts or move in an odd pattern. This will insure proper tightening of the seal element. 9. Continue tightening each bolt as in step 8. It may take 4 to 6 complete passes around the conduit before the seal is completely tight. When the bolts are tightened the seal will expand to create a gas and watertight seal. 10. When the pressure plates are firmly embedded into the rubber the seal is complete. If in doubt, give the bolts another turn. INSTALLING CENTURY LINE SLEEVES 1. Nail one end cap to form, centering cap at desired position. F 1374 • 3/97 Note Both end caps must be used and properly inserted into sleeve to insure sleeve will not become out of round during the pour. 2. Place sleeve body on end cap. Sleeve body should be cut 1/2" shorter than width of wall. Cut with hand or power saw. (To insure maximum sealing against water migration, center water stop in wall by cutting equal lengths from each end.) 3. For additional stability, it may be necessary to secure the sleeve to reinforcing rod with wire or in a similar fashion. 4. Before final form is positioned, place second end cap on sleeves. Check to determine that cap is properly inserted. Copyright © 1997, Cooper Industries, Inc. Page 3 SEAL TYPES There are four types of Link -Seals available. They are briefly described below: MODEL C: Model C is the standard environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is carbon steel with a zinc dichromate plate. The temperature range is from -40°F to +250°F. They are suitable for use in water, direct ground burial and atmospheric conditions. Provides electrical insulation where cathodic protection is required. MODEL S316: Model S316 is also an environmental seal. The rubber seal elements are made from black EPDM. The pressure plates are glass reinforced nylon and hardware is 316 type stainless steel. The temperature range is from -40°F to +250°F. They are ideal for use in chemical processing plants and waste water treatment plants. The EPDM rubber is resistant to most inorganic acids and alkalis, and some organic chemicals (acetone, alcohol, ketones). MODEL T: Model T is the basic fire seal. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from -67°F to +400T. The silicone rubber is ideal for temperature extremes and the Model T is FM approved as a 1 hour fire stop. Approval is in accordance with ASTM E814 81 fire and hose stream criteria. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. MODEL FS: Model FS is the 3 hour rated fire seal. Model FS is basically two model T's back-to-back with a tie rod that allows both seals to be tightened simultaneously. The rubber seal elements are made from gray silicone. The pressure plates and hardware are steel with a zinc dichromate plate. The temperature range is from - 67° F to +4000F. Link -Seal fire seals are used with Link -Seal steel sleeves or core -bit drilled openings. INSTALLATION: 1. Select the proper seal and sleeve (if required) from ordering information. 2. If using the core drilled or cast hole method, hole in concrete wall should be in accordance with Table 1 based on conduit size and type. TABLE 1 Conduit Size Conduit Type Hole Diameter (in.) 1/219 EMT 2 1/211 IMC 2 1/219 Rigid Steel Conduit 2 3/4" EMT 2 3/4" IMC 2.5 3/4" Rigid Steel Conduit 2.5 1" EMT 3 1" IMC 3 1" Rigid Steel Conduit 3 1 1/41P EMT 3 1 1 /4" IMC 3 1 1/4" Rigid Steel Conduit 3 1 1/211 EMT 3.5 1 1 /2" IMC 3.5 1 1/217 Rigid Steel Conduit 3.5 2" EMT 4 2" IMC 4 2" Rigid Steel Conduit 4 21/217 EMT & Rigid Steel Conduit 4 2 1/219 IMC 4 3" EMT & Rigid Steel Conduit 5 3" IMC 5 31/211 EMT & Rigid Steel Conduit 6 3 1/299 IMC 6 4" EMT & Rigid Steel Conduit 6 4" IMC 6 5" Rigid Steel Conduit 8 6" Rigid Steel Conduit 10 3. If using Link -Seal Century Line plastic sleeves, see Installing Century Line Sleeves section of this instruction sheet. 4. Link -Seal seals are shipped as a belt of interconnected rubber links. Wrap the seal assembly around the conduit and connect the end links together. Page 2 Copyright © 1997, Cooper Industries, Inc. IF 1374 9 3/97 5. Pre -tighten the Link -Seal bolts before insertion of the seal into the annular space. Start by pressing the two end links at the top (12 o'clock) position together, square up each pressure plate at a tangent to the conduit and tighten the bolt enough to keep the links from spreading apart again. The entire area of each pressure plate must press against the mating surface of its link to ensure that its full area compresses the rubber link in the final tightening. Tighten each bolt on the seal before insertion by rotating the seal around the conduit and tightening in the top position. A socket wrench should be used to tighten the bolts. The 300 series seals require a 1/4" or 3/8" square drive. The 400 series requires a 1/299 square drive. 6. Before inserting Link -Seal make sure that the surface of the conduit and the ID of the casing or sleeve are clean and free of foreign material. 7. Slide the seal along the conduit and start inserting it into the annular space at the bottom (6 o'clock) position. Gradually work both sides of the seal into place. The Link -Seal should be positioned into the casing or sleeve so that the front edge of the pressure plates is even with or slightly inside the end of the casing or sleeve. 8. Now complete the tightening of the seal. Start with the bolt at the top position and give it a couple of turns. Move to the next bolt and repeat. Continue until you have moved all the way around the pipe. CAUTION Do not tighten each bolt completely before moving to the next. Don't skip any bolts or move in an odd pattern. This will insure proper tightening of the seal element. 9. Continue tightening each bolt as in step 8. It may take 4 to 6 complete passes around the conduit before the seal is completely tight. When the bolts are tightened the seal will expand to create a gas and watertight seal. 10. When the pressure plates are firmly embedded into the rubber the seal is complete. If in doubt, give the bolts another turn. INSTALLING CENTURY LINE SLEEVES 1. Nail one end cap to form, centering cap at desired position. F 1374 • 3/97 Note Both end caps must be used and properly inserted into sleeve to insure sleeve will not become out of round during the pour. 2. Place sleeve body on end cap. Sleeve body should be cut 1/2" shorter than width of wall. Cut with hand or power saw. (To insure maximum sealing against water migration, center water stop in wall by cutting equal lengths from each end.) 3. For additional stability, it may be necessary to secure the sleeve to reinforcing rod with wire or in a similar fashion. 4. Before final form is positioned, place second end cap on sleeves. Check to determine that cap is properly inserted. Copyright © 1997, Cooper Industries, Inc. Page 3 5. Remove forms. Then end caps may be replaced to protect sleeve from dust and debris until conduit penetration is made. At that time remove caps and wipe the sleeve clean. All statements, technical information and recommendations contained herein are based on information and tests we believe to be reliable. The accuracy or completeness thereof are not guaranteed. In accordance with Crouse -Hinds "Terms and Conditions of Sale", and since conditions of use are outside our control, the purchaser should determine the suitability of the product for his intended use and assumes all risk and liability whatsoever in connection therewith. Crouse -Hinds Quality from Cooper Industries Cooper Industries Inc. Crouse -Hinds Division PO Box 4999, Syracuse, New York 13221 • U.S.A. Copyright© 1997, Cooper Industries, Inc. F 1374 Revision 1 New 3/97 CROUSE-H/NDS� LINK -SEALS CONDUIT SEALS WPM Installation & Maintenance Information IF 1374 SAVE THESE INSTRUCTIONS FOR FUTURE REFERENCE APPLICATIONS Link -Seal conduit seals are designed to provide a quick, economical way to seal conduit in concrete walls, floors and casings. Link -Seal provides a positive hydrostatic seal that is rated at 20 psig (40 feet of head). Link -Seal is available in four versions, an environmental seal which is designed for long life and use as a permanent seal, and a fire seal for fire protection in floor and wall penetrations. Link -Seal environmental seals are manufactured from EPDM METHODS There are three methods that can be used to install the Link -Seal element around the conduit. Each are described below in detail. Choose the method best for your application. CORE DRILLED HOLE METHOD: This method is used primarily on existing concrete walls. When it is not practical to use a sleeve, core drilling produces an excellent surface for Link -Seal. When you know the size and type of conduit the rest is easy. Recommended core hole dimensions are shown in Table 1. After the hole is drilled, the Link -Seal assembly is wrapped around the conduit and easily slides into position for tightening. Four inch minimum wall thickness is required. Core drilled holes may be used with all types of Link -Seal. PLASTIC SLEEVE METHOD: The Century Line@ plastic sleeves are specifically engineered for use in the Link -Seal system. They are made from high impact thermoplastic and will not rust, corrode or shatter in cold weather. Century Line sleeves are lightweight and easy to handle during poured wall construction. Molded -in waterstop and reinforcing ribs serve to anchor the sleeve in the wall and resist pour forces. Nailer end caps are provided to make placement in forms simple and accurate. Eight inch minimum wall thickness is required. Plastic sleeves can be used with the environmental seals only. IF 1374 9 3/97 compounds that resist temperatures from -40°F to 250°F. Environmental seals are available with optional stainless steel hardware and pressure plates. Link -Seal fire seals are manufactured from a silicone material that resists temperatures from -67°F to 400°F. The T model fire seal is FM approved as a 1 hour fire seal. The FS model fire seal is rated as a 3 hour fire seal. It is also possible to use two T models back to back to create a 3 hour fire seal. METAL SLEEVE METHOD: The Sleeve -Sec® metal sleeves provide extreme structural strength. A single worker can nail the flanged sleeves into the wooden forms in minutes. Metal sleeves are available in lengths form 3" to 48". To ensure maximum corrosion resistance a tough polymer coating covers the entire surface. Four inch minimum wall thickness is required. Metal sleeves may be used with all types of Link -Seal. Copyright © 1997, Cooper Industries, Inc. Page 1 STOP :LINE ;ECT ;SURE )STOP r1 Y UKV I CJ I YKCJJUKC 265 P.S.I. SEE DRAWING NO. VM-5804RN-M FOR STANDARD MATERIALS OF CONSTRUCTION. VALVE SIZE MODEL NO. Press. Rating P.S.I.^ A C p E QTY E TAP E DEEP F G BOLT SIZE NO.OF BOLTS Reverse Direct 2 5802RN 175 175 7.50 4.75 6.00 0.68 4 5/8-11 1.00 4.50 9.62 5/8 4 21/2 5825RN 175 175 7.50 5.50 7.00 0.68 4 5/8-11 1.00 4.50 9.62 5/8 4 3 5803RN 175 175 8.00 6.00 7.50 0.75 2 5/8-11 1.00 4.50 9.62 5/8 4 4 5804RN 175 175 9.00 7.50 9.00 0.75 0 - - 5.56 10.93 5/8 8 6 5806RN 50 100 10.50 9.50 11.00 0.75 4 3/4-10 1.25 7.06 12.31 3/4 8 8 5808RN 50 100 11.50 11.75 13.50 0.88 4 3/4-10 1.25 8.75 13.88 3/4 8 Revised 12-17-09 ANSI CLASS 125 FLANGED CAM -CENTRIC® RECTANGULAR PLUG VALVE WITH DIRECT NUT I DATE 3-15-96 AL A ATIC° VALVE AND MANUFACTURING CORP. DRWG. NO. VM-5804RN PART NO 1 2 3 6 7 8 9 11 12* 13* 14* 15 16* 17* 18 19 21 22 23 25* 27* 28* 29 30* 31 * CAM -CENTRIC° RECTANGULAR PORT PLUG VALVE SERIES NO. 580ORN STANDARD MATERIALS OF CONSTRUCTION PART NAME BODY COVER PLUG BEARINGS VEE TYPE PACKING COVER SEAL FRICTION COLLAR BOLT HEX NUT STOP ADJUSTMENT SCREW LOCK NUT COVER BOLT OPERATING NUT SPRING PIN PACKING GLAND FOLLOWER PACKING GLAND FOLLOWER BOLT GRIT -GUARD CHI ' THRUST BEARING THRUST BEARING MEMORY STOP BOLT MEMORY STOP WASHER MEMORY STOP LOCKNUT SHIMS FRICTION SLEEVE BELLEVILLE SPRING WASHER CAST IRON ASTM A126, CLASS B WITH OVERLAY WELDED NICKEL SEAT CAST IRON ASTM A126, CLASS B CAST IRON ASTM A126, CLASS B WITH RESILIENT FACING, ASTM D2000 PERMANENTLY LUBRICATED STAINLESS STEEL T316 BUNA-N BUNA-N DUCTILE IRON ASTM A536, GRADE 65-45-12 CARBON STEEL SAE, GRADE 5 (ZINC PLATED) STEEL (ZINC PLATED) STEEL STEEL (ZINC PLATED) CARBON STEEL SAE, GRADE 5 (ZINC PLATED) CAST IRON ASTM A126, CLASS B CARBON STEEL (ZINC PLATED) CAST IRON A126, CLASS B CARBON STEEL SAE, GRADE 5 (ZINC PLATED) BUNA-N TEFLON STAINLESS STEEL T316, ASTM A276 STEEL STEEL STEEL STAINLESS STEEL T304, ASTM A276 NYLON W/ MOLY-DISULPHIDE STAINLESS STEEL NOTE: ALL SPECIFICATIONS AS LAST REVISED. * OPERATING NUT AND FRICTION COLLAR NOT FURNISHED ON 10" AND LARGER VALVES OR WHEN WORM GEAR OR OTHER ACTUATORS ARE SUPPLIED. Revised 4-6-99 MATERIALS OF CONSTRUCTION DATE 3/15/96 DRWG. NO. rALM&Tl�c° VALVE AND MANUFACTURING CORP. IVM-5804RN-M 3 3/ „ 4 2" SQ. EXTENSION STEM NUT (5ESN) 2 1/2" DRIVE PIN 2 DIA. (TYP) 1 /2 5 3/4" OPTIONAL BURIED EXTENSION STEM GUIDE WASHER (5ESW) (FOR j USE WITH 51/4" VALVE BOX) T OPTIONAL EXTENSION 3" STEM COUPLING (5ESC) i 100 (MAX.) 2 1 1/4" STEEL ROD (5ES1)STEM 1 1/4" EXTENSION (CUT TO FIT IN FIELD) STEM (5ES1) 2„ ! OPTIONAL U -JOINT 1 1/4„ (2 NEEDED PER ASSEMBLY) DRIVE PIN (5UJ) „ 2» 41/2 - - - - 2" SOCKET (5ESS) 2 54-/ /s„ i SETSCREWS �I 2 DIA. s 2 7/ "SQ.I� MODEL NO. DESCRIPTION 5ESK1 5' EXT. STEM KIT (NUT, STEM, SOCKET) 5ESK2 10' EXT. STEM KIT (NUT, STEM, SOCKET) 5ESN 2" SQ. EXT. STEM NUT (1.25 BORE) 5ESS 2" SQ. EXT. STEM SOCKET (1.25 BORE) 5ESC EXT. STEM COUPLING (1.25 BORE) 5UJ UNIVERSAL JOINT (2 NEEDED PER ASSEMBLY) 5ES1 C OPTIONAL EXT. STEM (5' RANDOM) AND COUPLING 5ES2C OPTIONAL EXT. STEM (10' RANDOM) AND COUPLING 5ESW OPTIONAL EXT. STEM GUIDE WASHER (5 3/4" DIA.) Revised 10-5-12 EXTENSION STEM KIT AND OPTIONAL ACCESSORIES DATE $_29.97 DRWG. NO. VA -L m IVATIC° VALVE AND MANUFACTURING CORP. VM-5ESK .n 4 15/16» FLOOR LEVEL '13 fl o a 5? 3/4 p a d p, CAST I RON °a -13° FLOOR BOX o`F?° o ° Q' ,9°a °4'0 ° a , CAST IRON o', °, Q�3. aa° Q' a a °p COVER C30 o�Q� p, oo° • p o I o �' °�° .� d o 4 0°.. °o o p" c7 a p 3 9 va° Q• Q° 6 4 °a 6 °BRASS �p°oQa�� �flo9 BUSHING °> : °° p c' ca °p°, n° a 0 53 p° MODEL NO. DESCRIPTION A 5FB1 8" FLOOR BOX W/ COVER 8" 5FB2 10" FLOOR BOX W/ COVER 10" 5FB3 12" FLOOR BOX W/ COVER 12" A TO BE SPECIFIED BY CONTRACTOR FOR PROPER SIZING OF FLOOR BOX. Revised 4-13-98 FLOOR BOX WITH COVER DATE 8.18.97 DRWG. NO. A7 m POL!Tm�'C°VALVE AND MANUFACTURING CORP. VM-JFB LID (BY OTHERS) 71/4 1.1 2" SQ. NUT 5 7/8" DIA. so 0 so .43oQv oy �N� 0 0 50 VALVE POSITION TOP VIEW 8.25" DIA. DIRECTION TO OPEN oz NO. OF TURNS FIELD SET o � I-6.87" DIA. - 5.29" DIA. 4.02" DIA. VALVE POSITION INDICATOR ASSEMBLY (5VPI-XXX) 5" CAST IRON SOIL PIPE OR 5 1/4" VALVE BOX (BY OTHERS) — 1 1/4" SQ. DRIVE TUBE (T304 SS) 1 1/2" SQ. SLIP COUPLING (T304 SS) 1 1/4" DIA. STEEL ROD (5ES1) 3/8" COUPLING BOLT/NUT (T304 SS) (CUT TO FIT IN FIELD) ,, �-.�1 3/8"DRIVE PIN Ti— t t - 2" SOCKET (5ESS) 2 5/8 II i i SETSCREWS 2 7/8„SQ. MODEL NO. DESCRIPTION 5VPI-XXX VALVE POSITION INDICATOR ASSEMBLY ADJUSTABLE POSITION INDICATOR CAST ADAPTOR WITH BUSHING 2” DRIVE NUT FOR 1 1/4" SQ. STEM 1 1/4" SQ. STEM & COUPLING 5VPI-057 VPI ASSEMBLY, 10-57 TURNS, OPEN LEFT 5VPI-057R VPI ASSEMBLY, 10-57 TURNS, OPEN RIGHT 5VPI-275 VPI ASSEMBLY, 58-275 TURNS, OPEN LEFT 5VPI-275R VPI ASSEMBLY, 58-275 TURNS, OPEN RIGHT 5VPI-870 VPI ASSEMBLY, 276-870 TURNS, OPEN LEFT 5VPI-87OR VPI ASSEMBLY, 276-870 TURNS, OPEN RIGHT 5ES1 1 1/4" DIAX 5 FT. LONG EXTENSION STEM 5ES2 1 1/4" DIAX 10 FT. LONG EXTENSION STEM 5ESS 2" SQ. EXT. STEM SOCKET (1.26" BORE) Revised 3-7-11 EXTENSION STEM KIT WITH VALVE POSITION INDICATOR DATE 11-18-10 DRWG. NO. VA7 m MAT�'C'o VALVE AND MANUFACTURING CORP. VM-5VPI 48" I.D. - 5" WALL PRECAST CONCRETE MANHOLE RISERS 58" 5" WALL 48" TYP. APPROXIMATE - - - - - - - - - WE GH T: 12" 870 LBS. APPROXIMATE WEIGHT: 1730 LBS. APPROXIMATE WEIGHT: 2600 LBS. APPROXIMATE WEIGHT: 3500 LBS. i 1 3I FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. 3/8/05 48_5W_Borrels.dwg © 2004 Jensen Precast MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM C-478 AND AASHTO M199. 48" I. D. x 5" WA L L 24" OR 36" COMPONENTS DIA. ECCENTRIC OR CONCENTRIC OPENINGS ITYP. 622 _ " 4/2/2008 48_5W_COMPONENTS_B.DWG @2008 9" OPTIONAL FLAT TOP COVERS I--24" DIA.iI 36" 36" ECCENTRIC CONE 1'-0„ 24 OPTIONAL RISERS 12" 24" 36" 48" 36" OPTIONAL BASE HEIGHTS "FLAT SLAB" 12" 48" 20" 24" 32" 36" 4" 1 18" CONCENTRIC CONE APPROX. WEIGHT: 1300 LBS. I�24" DIA.7 24" CONCENTRIC CONE APPROX. WEIGHT: 1700 LBS. 724" DIA .7 APPROX. WEIGHT: 1950 LBS. i 30" CONCENTRIC CONE MANHOLE COMPONENTS CONFORM TO CURRENT SPECIFICATIONS, ASTM C-478 AND AASHTO M199. FLAT TOPS AND DESIGNED FOR LOADING. BASE SLABS ARE AASHTO HS -20 WHEEL FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. Jensen Precast reserves the right to make changes to product design JETmIE17. and/or dimensions without notice. Please contact Jensen Precast whenevernecessary for confirmation or advice on product design. NT 60" I.D. x 6" WALL COMPONENTS 24" OR 36" I.D. STANDARD DIA. AS REQUIRED ECCENTRIC OR OPTIONAL FLAT CONCENTRIC OPENINGS1,w 11 1 /2" TOP COVERS OPTIONAL 6 3624 REDUCER L� 48" DIA. FOR USE WITH 36" 36" DIA. I.D. 6" WALL GRADE RINGS : 36" ECCENTRIC CONE 12" 24" 36" OPTIONAL 48" BARREL HEIGHTS 60" 72" POLYPROPYLENE 12" COATED SAFETY STEPS (OPTIONAL) 24 OPTIONAL 36" BASE MANHOLE COMPONENTS 48" HEIGHTS CONFORM TO CURRENT 60" SPECIFICATIONS, ASTM C-478 AND AASHTO NO. 6' M199. 8 FLAT TOPS AND CONES ARE DESIGNED FOR AASHTO 6" TYP HS -20 WHEEL LOADING. 60" DIA. 12" FOR COMPLETE DESIGN AND 84" DIA. PRODUCT INFORMATION, CONTACT JENSEN PRECAST. Jensen Precast reserves the right to make changes to product design jEfj#Ell. and/or dimensions without notice. Please contact Jensen Prevost whenever necessary for confirmation or advice on product design,8/9/2013 ST 60_6W_COMPONENTS_NOCA_B.DWG ©2013 60" I.D. x 6" WALL FLAT TOP WITH 36" ECCENTRIC, ACCESS OPENING TOP VIEW GROOVE FOR 3648 GRADE RING/RISER 1— 3'-0" — I 6'— 0" 0. D. SIDE VIEW 5'-0" 1. D. 6'-0" 0. D. SECTION 1.0' Vert. Rise APPROX. WT. 6072FT-36E ECC FLAT TOP 3800 LBS. CONFORMS TO ASTM SPECS C-478 and AASHTO No. M199. 1 12" 14 1/2" r 2 1/2" FLAT TOPS AND BASE SLABS ARE DESIGNED FOR AASHTO HS -20 WHEEL LOADING. FOR COMPLETE DESIGN, AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. 3/8/05 JEnsEn 60-6W—Flo top _36ecc. dwg @2003 Jensen Precast PRECAST, L 9„ 6' 12" 7 60" I.D. x 6" WALL 36" ECCENTRIC CONE 3' VERTICAL RISE SECTION A -A 6072EC36-36 ECC CONE 3700 LBS. PLAN VIEW 4860 CONE CONFORMS TO ASTM SPECS C-478 and AASHTO No. M199-93. GROOVE FOR 36" I.D. 3648 PRODUCTS 6" 1~ 36" DIA. � 6" I— SIDE VIEW 6" f STEP (OP TIONAL) FOR COMPLETE DESIGN, AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 5 60-6WjEjtmffEH © 2003 Jensen Precost PREEANT,, c /n" 1 it — n In TOP VIEW CONFORMS TO CURRENT SPECIFICATIONS: ASTM C-478 AND AASHTO NO. M-199-811 MANUFACTURED WITH 3 - 5/8" LIFTING INSERTS FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 4/23/03 GR3648.dwg © 2000 Jensen Precost GRADE RINGS/RISERS MODEL 3648 36" I.D. - 6" WALL T6P 36" DIA. CLEAR OPENING TYP. SECTION A -A 12" 1 jEjtmffEA7S APPROX. DESCRIPTION WEIGHT 3648 GR -03 GRADE RING 170 LBS. 3648 GR -06 GRADE RING 415 LBS. 3648 GR -12 GRADE RING 830 LBS. CONFORMS TO CURRENT SPECIFICATIONS: ASTM C-478 AND AASHTO NO. M-199-811 MANUFACTURED WITH 3 - 5/8" LIFTING INSERTS FOR COMPLETE DESIGN AND PRODUCT INFORMATION, CONTACT JENSEN PRECAST. 4/23/03 GR3648.dwg © 2000 Jensen Precost GRADE RINGS/RISERS MODEL 3648 36" I.D. - 6" WALL T6P 36" DIA. CLEAR OPENING TYP. SECTION A -A 12" 1 jEjtmffEA7S FOR SEALING PRECAST SEWER AND CULVERT MANHOLES, BOX CULVERTS, UTILITY AND BURIAL VAULTS, SEPTIC TANKS, WET WELLS, AND ANY OTHER APPLICATIONS WHERE A FLEXIBLE WATERTIGHT JOINT IS NEEDED. PLACE WATERTIGHT SEALANT BETWEEN JOINTS SEALANT IS SQUEEZED OUT BETWEEN JOINTS FOR EASY VISUAL INSPECTION FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. MANHOLE JOINT SEALANT MEETS AASHTO M-198 75 I, TYPE B AND ASTM C990-91 FLEXIBLE JOINT GASKET SECTION -VIEW BEFORE INSTALLATION 9/23/02 jEjtm'WEll seolont.dwg © 2002 Jensen Precost PREEAST,:, Features - High-grade, UV -resistant body on an aluminum bracket easily resists the elements, ensuring hassle -free performance • An adjustable side vent ring allows the sensor to dry out once it collects water - Moisture sensing disks work in a variety of climates . Wire: 25 ft. (7.6 m) length of 20.2 conductor UV resistant extension wire Specs Dimensions . RSD-BEx Overall Length: 6.5" (16,5 cm) OveraII Height: 5.4" (15,7 em) Bracket hole pattern. 1.25" (3,2 cm) Electrical Specifications • Application: suitable for low voltage 24VAC control circuits and 24 VAC pump start relay circuits (not recommended for use with high voltage pump start pump start relay circuits or devices). • Switch electrical ratft: 3A 0 1251250 VAC. • Capacity: Electrical rating suitable for use with up to ten 24VAC, 7VAsoIenoid valves per station. plus ane master valve. • Wire: 25' (7,6 m) length of #20, 2 conductor UV resistant extension wire. • UL cUL listed: CE. C -Tick approved. Mechanical Properties • Multiple rainfall settings from 718" to 3/4!'(5-20 mm) are quick and easy with just the twist of a dial. • Adjustable vent ring helps control drying time. • High-grade, UV -resistant polymer body resists the elements. • Available in rugged aluminum bracket version (RSD-BEx comes with 5" latching aIuminum bracket) for a clean and professional look. Certifications - cULus [US and Canada], CE [European Llnionj, RCM [Australia and New Zealand]. RA/NB/RD RSD Rain Sensor RSD-BEx RSD-CEx Contents English User Guide ............................................ 1 Gula del usuario - Espanol ................................. 2 Guide de Futilisateur en fran4ais...................... 3 Manual do utilizador em portugu6s ................. 4 Guida utente in Italiano .................................... 5 Deutsches Benutzerhandbuch .......................... 6 Nederlandse gebruikershandleiding ................ 7 E,\,\rlvrK6g 06hy6g Xprjag4................................ 8 Turk4e Kullanici Kilavuzu.................................. 9 Instrukcja obsfugi w jgzyku polskim................. 10 Ceska pHrucka uNvatele................................... 11 Svensk bruksanvisning..................................... 12 M GND 24VAC SENSOR COM MV 1 2 3 4 S 6 Qk Qk Qk k k k k k k k Qk Qk Qk E F A GND 24VAC I COM MV 1 2 3 4 S 6 G F H Black to disconnected common wire Negro al cable comOn desconectado Noir vers les cables communs deconnectes Preto ao fio comum desligado Nero al cavo comune scollegato H Schwarz an den abgetrennten Nullleiter Zwart naar ontkoppelde gemeenschappelijke draad Ma0po npOt anoouV6F6FP VO KOiv6 KaXulSio Baglantisi kesilmi� ortak tele giden siyah kablo Czarny do od#aczonego przewodu wsp6lnego Cerny k odpojenemu nulovemu vodici Svart till frAnkopplad gemensam ledare Red and black To valves Red Rojo Y Negro A las valvulas Rojo Rouge Et Noir Vers les vannes Rouge Vermelho E Preto As valvulas Vermelho Rosso E Nero Alle elettrovalvole Rosso Rot Und Schwarz An ventile Rot E Rood en zwart F Naar kleppen G Rood KOKKIVO Kai pa0pO flpot Tiq paXp[6Eq KOKKiVO Kirmizi ve siyah Vanalara Kirmizi Czerwony i czarny Do zawor6w Czerwony Cerveng a Cerny K ventilum Cerveng Rod och svart Till ventiler Rod Black to disconnected common wire Negro al cable comOn desconectado Noir vers les cables communs deconnectes Preto ao fio comum desligado Nero al cavo comune scollegato H Schwarz an den abgetrennten Nullleiter Zwart naar ontkoppelde gemeenschappelijke draad Ma0po npOt anoouV6F6FP VO KOiv6 KaXulSio Baglantisi kesilmi� ortak tele giden siyah kablo Czarny do od#aczonego przewodu wsp6lnego Cerny k odpojenemu nulovemu vodici Svart till frAnkopplad gemensam ledare English User Guide RSD Rain Sensor The Rain Bird® RSD Series Rain Sensor is an easy to install, durable and visually pleasing rain sensor device suitable for 24VAC residential and commercial applications. This high quality product saves water by automatically measuring precipitation amounts and suspends irrigation cycles when watering is unnecessary. NOTE: The RSD Rain Sensor is a low -voltage device • compatible with all 24 volt alternating current (VAC) control circuits and 24VAC pump start relay circuits. Electrical rating suitable for use with controllers that can actuate up to ten 24 VAC, 7 VA solenoid valves per station, plus one master valve. DO NOT use with any 110/250 VAC devices or circuits, such as direct -acting pump start systems or pump start relays. Selecting a Location Install the Rain Sensor in a location where it can collect natural precipitation without interference from man-made or natural obstructions. Place the device at a height that deters vandalism. Avoid rain sensor mounting locations such as those shown in Figure 1. DO NOT install the Rain Sensor where the device's • ability to collect and record natural precipitation events are affected by sprinklers, rain gutters, trees, etc. DO NOT install the Rain Sensor where it could accumulate debris from trees. DO NOT install the Rain Sensor in a location exposed to high winds. Operation Set Rainfall Setting The rainfall setting on the sensor determines the amount of rainfall needed to suspend the irrigation watering cycle. You can adjust the rainfall setting from 1/8"to 3/4"(5mm to 20mm). Adjustments are made by turning the sensor dial cap clockwise or counter clockwise. To set the rainfall setting, turn the sensor dial cap until the desired rainfall setting lines up with the arrow on the sensor body (A), as shown in Figure 2. The ideal rainfall setting for your location depends on soil type, wind, amount of direct sunlight the sensor receives as well as frequency and amount of rainfall.The table below gives some guidelines to help determine the appropriate rainfall setting. Irrigation Site Conditions Rainfall Setting Sensor receives long periods of 1/8" to 1/4" direct sun (3mm to 6mm) Clay -type soils • Frequent, heavy rains 1/2" to 3/4" Sensor mounted in a mostly (13mm to 20mm) shady area • Sandy soils Set Vent Ring The vent ring determines"drying time"—the length oftime the sensor suspends irrigation after a rainfall. For most installations set the vent ring to the fully open position. At properties where water has a tendency to pool after a rainfall, partially close the sensor's vent ring. This adjustment to the vent ring extends the period of time that the irrigation cycle is suspended, allowing the property time to drain. To set the drying time, turn the vent ring below the sensor dial cap to the desired position, as shown in Figure 3. Mounting QNOTE: Follow the installation instructions carefully and install the unit only in full compliance with the National Electrical Code (NEC) or your local electrical code. Bracket Model To install the RSD-BEx Rain Sensor bracket model: 1. Select an appropriate mounting location within 25' (7,6m) ofyour controller. It is not recommended to add additional wire to the provided 25'(7,6m). 2. Drive two mounting screws through the holes (C) in the mounting bracket, as shown in Figure 4 (C). Use the fasteners appropriate for the mounting surface (wood, tile, masonry, etc.). 3. Make sure the rain sensor dial cap is level and free from overhead obstructions. Conduit Model To install the RSD-CEx Rain Sensor conduit model: 1. Select an appropriate mounting location within 25' (7,6m) of your controller. It is not recommended to add additional wire to the provided 25'(7,6m). 2. Thread the Rain Sensor's lead wires through an adaptor fitting appropriate for your installation and screw the sensor into the adaptor, as shown in Figure S. It is not recommended to add additional wire to the provided 25'(7,6m). 3. Make sure the rain sensor dial cap is level and free from overhead obstructions. 4. Secure the adapter fitting to the conduit, and then connect the Rain Sensor to the controller using the appropriate procedure as described in the"Rain Sensor Wiring" section. Rain Sensor Wiring Controllers With Rain Sensor Terminals Many modern controllers (such as those from Rain Bird) include built-in terminals for rain sensor lead wires. Dedicated rain sensor terminals are usually labeled "sensor'; "SENS, "S"or"SN"on the controller's terminal strip. 1. To connect the rain sensor, remove thejumper wire (if present) from the controller's rain sensor terminals. 2. Connect the red and black lead wires from the rain sensor to the controller's sensor terminals, as shown in Figure 7. It does not matter which wire goes to each terminal. Controllers Without Rain Sensor Terminals Use the procedure below if your controller does NOT have dedicated rain sensor terminals. 1. Disconnect the wire from the common terminal ("C" or"COM") on the controller's terminal strip. Then connect this wire to the red Rain Sensor lead wire. 2. Connect the black Rain Sensor lead wire to the common terminal ("C"or"COM") on the controller's terminal strip, as shown in Figure 8. Testing the System After installation; test the sensor to ensure it is working correctly. Turn the controller on to initiate irrigation. Hold down the plunger located on top ofthe rain sensor as shown in Figure 4 (B). The zone should turn off after a few seconds. If it does not turn off, check your rain sensor wire connections. Maintenance The RSD Rain Sensor operates automatically and requires no scheduled maintenance. However, the disks inside the sensor dial cap sometimes become contaminated with debris or insects. If this happens, use the following procedure to clean the Rain Sensor. 1. Turn the dial cap to the 3/4" rainfall setting, as shown in Figure 2. 2. Press the tab labeled "Press"on the side of the sensor body, as shown in Figure 6 (D). Then turn the dial cap about 1 1/4 turns further to remove the cap from the sensor body. 3. Remove the plunger and disks from the sensor body and wash them in clean water. 4. Reinstall the plunger and disks.Then reset the rainfall setting to the desired position, as shown in Figure 2. QNOTE: If you wash the disks, give them at least 24 hours to dry before reinstalling them. If not, irrigation could be prohibited until they are completely dry. Gula del usuario - Espanol Sensor de Iluvia RSD Ajuste del anillo de ventilaci6n 2. Conecte los cables conductores rojo y negro del EI sensor de Iluvia Rain Bird® de la serie RSD es un dispositivo detector de Iluvia facil de instalar, duradero y visualmente agradable, adecuado para aplicaciones residenciales y comerciales de 24V CA. Este producto de gran calidad ahorra agua porque mide automaticamente la cantidad de precipitaciones y suspende los ciclos de riego cuando no es necesario regar. NOTA: EI sensor de Iluvia RSD es un dispositivo de • bajo voltaje, compatible con todos los circuitos de control de 24 voltios de corriente alterna (V CA) y los circuitos de rete de 24V CA de arranque de bombas. Su clasificaci6n electrica es adecuada para su use con controladores que pueden hacer funcionar hasta diez valvulas solenoides de 24V CA, 7 VA por estaci6n, adem6s de una valvula maestra. NO utilice el sensor de Iluvia con ningun dispositivo o circuito de 110/250V CA, como sistemas de arranque de bombas de acci6n directa o reles de arranque de bombas. Selection de la ubicaci6n Instale el sensor de Iluvia en un lugar donde pueda acumular las precipitaciones naturales sin la interferencia de obst6culos artificiales o naturales. Coloque el dispositivo a una altura que impida el vandalismo. Evite instalar el sensor de Iluvia en lugares como los que se muestran en la Figura 1. NO instale el sensor de Iluvia en un lugar donde • la capacidad del dispositivo para captar y registrar las precipitaciones naturales se vea afectada por aspersores, canalones, arboles, etc. NO instale el sensor de Iluvia en un lugar donde pueda acumularse basura de los arboles. NO instale el sensor de Iluvia en lugares expuestos a vientos fuertes. Funcionamiento Ajuste de la configuraci6n de precipitaciones La configuraci6n del sensor determina la cantidad de precipitaciones necesarias para suspender el ciclo de riego por aspersi6n. Puede ajustar la configuraci6n de precipitaciones desde 1/8"hasta 3/4" (desde 5 mm hasta 20 mm). Los ajustes se realizan girando la tapa del cuadrante del sensor en el sentido de las agujas del reloj o en sentido contrario. Para establecer la configuraci6n de precipitaciones, gire la tapa del cuadrante del sensor hasta alinear la configuraci6n de precipitaciones que desee con la flecha que se encuentra en el cuerpo del sensor (A), como se muestra en la Figura 2. La configuraci6n de precipitaciones adecuada para su ubicaci6n depende del tipo de suelo, la humedad, la cantidad de luz solar directa que reciba el sensor, as( como de la frecuencia y cantidad de precipitaciones. La tabla que aparece en la pagina siguiente proporciona algunas pautas que ayudan a determinar la configuraci6n de precipitaciones apropiada. Condiciones del lugar a regar Configuraci6n de precipitaciones EI sensor recibe luz solar directa De 1/8"a 1/4" durante periodos largos (de 3 mm a 6 mm) Suelos de tipo arcilloso Fuertes precipitaciones, De 1/2"a 3/4" frecuentes (de 13 mm a 20 mm) • Sensor instalado en un area generalmente sombreada Suelos arenosos EI anillo de ventilaci6n determina el "tiempo de secado", que es el periodo de tiempo durante el cual el sensor suspende el riego despues de una precipitaci6n. Para la mayoria de las instalaciones, coloque el anillo de ventilaci6n en la posici6n completamente abierta. En los terrenos donde el aqua tenga tendencia a acumularse despues de la Iluvia, cierre parcialmente el anillo de ventilaci6n del sensor. Esta posici6n del anillo de ventilaci6n prolonga el periodo de tiempo en que el ciclo de riego se encuentra suspendido, permitiendo as[ que transcurra el tiempo necesario para que el terreno se drene. Para establecer el tiempo de secado, gire el anillo de ventilaci6n que se encuentra debajo de la tapa del cuadrante del sensor hasta la posici6n que desee, como se muestra en la Figura 3. Montaje NOTA: Siga detenidamente las instrucciones de • instalaci6n a instale la unidad s6lo si existe total cumplimiento de las normas del National Electrical Code (NEC) o de la normativa electrica local. Modelo con soporte Para instalar el sensor de Iluvia modelo RSD-BEx con soporte: 1. Seleccione un lugar de montaje apropiado, a una distancia maxima de 25 pies (7,6 m) del controlador. No se recomienda anadir extensiones de cable a los 25'(7,6 m) incluidos en el kit. 2. Introduzca dos tornillos de montaje a traves de los onficios (C) del soporte de montaje, tal y como se muestra en la Figura 4 (C). Utilice los sujetadores adecuados para la superficie de montaje (madera, baldosas, mamposteria, etc.) 3. Asegurese de que la tapa del cuadrante del sensor de Iluvia este nivelada y sin obstrucciones por encima. Modelo con conducto Para instalar el sensor de Iluvia modelo RSD-CEx con conducto: 1. Seleccione un lugar de montaje apropiado, a una distancia maxima de 25 pies (7,6 m) del controlador. No se recomienda anadir extensiones de cable a los 25'(7,6 m) incluidos en el kit. 2. Pase los cables conductores del sensor de Iluvia a traves de un adaptador apropiado para la instalaci6n y atornille el sensor al adaptador, tal y como se muestra en la Figura 5. No se recomienda anadir extensiones de cable a los 25'(7,6 m) incluidos en el kit. 3. Asegurese de que la tapa del cuadrante del sensor de Iluvia este nivelada y sin obstrucciones por encima. 4. Fije el adaptador al conducto y seguidamente conecte el sensor de Iluvia al controlador siguiendo el procedimiento adecuado, tal y como se describe en la secci6n "Cableado del sensor de Iluvia': Cableado del sensor de Iluvia Controladores con terminales del sensor de Iluvia Muchos controladores modernos (como los de Rain Bird) incluyen terminales integrados para los cables conductores del sensor de Iluvia. Los terminales especificos del sensor de Iluvia normalmente se etiquetan como "SENS,"S"o"SN" en la regleta de terminales del controlador. 1. Para conectar el sensor de Iluvia, retire el cable de puente (si existe) de los terminales del sensor de Iluvia del controlador. sensor de Iluvia a los terminales del sensor del controlador, como se muestra en la Figura 7. No importa a que terminal vaya cada cable. Controladores sin terminales del sensor de Iluvia Siga el procedimiento que se describe a continuaci6n si el controlador NO dispone de terminales especificos para el sensor de Iluvia. 1. Desconecte el cable del terminal comun ("C"o "COM") situado en la regleta de terminales del controlador. Luego conecte este cable al cable conductor rojo del sensor de Iluvia. 2. Conecte el cable conductor negro del sensor de Iluvia al terminal comun ("C"o"COM") situado en la regleta de terminales del controlador, como se muestra en la Figura 8. Prueba del sistema Despues de la instalaci6n, pruebe el sensor para comprobar que funcione correctamente. Encienda el controlador para iniciar el riego. Mantenga presionado el embolo que se encuentra en la parte superior del sensor de Iluvia, como se muestra en la Figura 4 (B). La zona se debera apagar despues de un par de segundos. Si no se apaga, revise las conexiones de los cables del sensor de Iluvia. Mantenimiento EI sensor de Iluvia RSD funciona de manera automatica y no requiere mantenimiento programado. Sin embargo, los discos que se encuentran dentro de la tapa del cuadrante del sensor en ocasiones se ensucian con basura o insectos. Si esto sucede, siga el siguiente procedimiento para limpiar el sensor de Iluvia. 1. Gire la tapa del cuadrante hasta la configuraci6n de 3/4"de precipitaci6n, como se muestra en la Figura 2. 2. Presione la lengueta etiquetada"Press"(Presionar) que se encuentra en el lateral del cuerpo del sensor, como se muestra en la Figura 6 (D). Luego gire la tapa del cuadrante aproximadamente una vuelta y 1/4 para retirar la tapa del cuerpo del sensor. 3. Retire el embolo y los discos del cuerpo del sensor y lavelos con agua limpia. 4. Vuelva a instalar el embolo y los discos. Luego restablezca la configuraci6n de precipitaciones en la posici6n que desee, como se muestra en la Figura 2. QNOTA: Si lava los discos, espere al menos 24 horas • hasta que se sequen antes de volver a instalarlos. De to contrario, el riego podria quedar bloqueado hasta que esten completamente secos. English In compliance with European directive 2002/96/CE and nom EN50419:2005, this device must not be thrown away - with household garbage. The device must be the object of an appropriate, selective removal procedure in order to recuperate it. Your cooperation will contribute to the respect for the environment and the protection of our natural resources. Espanol De conformidad con la Directiva europea 2002/96/CE y la norma EN50419:2005, este dispositivo no debe desecharse - junto con la basura dom6stica. Este dispositivo debe ser objeto de un proceso de retirada apropiado y selectivo para su recuperaci6n. Su cooperaci6n contribuir6 al respeto por el medio ambiente y a la protecci6n de nuestros recursos naturales. Fran4ais Conform6ment a la Directive Europ6enne 2002/96/CE et a la norme EN50419:2005, cet 6quipement ne - doit pas etre jet6 avec les ordures m6nageres. II doit faire 1'objet d'une collecte selective appropri6e afin de permettre sa valorisation. Par ce geste, vous contribuerez au respect de 1'environnement et a la protection des ressources naturelles. Portugues Em conformidade com a directiva europeia 2002/96/CE e a norma EN50419:2005, este dispositivo nao pode - ser eliminadojuntamente com o lixo dom6stico. 0 dispositivo tem de ser sujeito a um procedimento adequado de elimina45o selectiva para permitir a sua recupera(5o. A sua coopera4Ao vai contribuir para o respeito pelo meio ambiente a para a protec4Ao dos nossos recursos naturais. Italiano In conformity con la direttiva Europea 2002/96/CE a la norma EN50419:2005, questo sensore non deve essere gettato - nei contenitori dei rifiuti domestici. Questo sensore deve seguire una procedura di raccolta differenziata per poterlo cosi recuperare. La vostra cooperazione contribuira a rispettare I'ambiente e a proteggere le risorse naturali. Deutsch In Ubereinstimmung mit der Europaischen Richtlinie 2002/96/CE and der Norm EN50419:2005 darf dieses - Gerat nicht in den Hausmilll geworfen werden. Es geh6rt in den Sondermilll, damit eine umweltgerechte Entsorgung gewahrleistet ist and zur Respektierung der Umwelt and zum Schutz unserer natOrlichen Ressourcen beigetragen wird. Nederlands In overeenstemming met de Europese richtlijn 2002/96/CE en norm EN50419:2005, mag dit apparaat niet - met het gewone huisvuil verwijderd worden. Dit apparaat client op de daarvoor aangewezen wijze verwijderd to worden teneinde hergebruik mogelijk to maken. Hierdoor draagt u bij aan een gezonde leefomgeving en het behoud van onze natuur. EAAgVU(d FUN(pwva NE TIS 61a`rd�ElS T11S EUpW7Td1K1)q o6rly(aq 2002/96/EK Kai EN50419:2005 auTrj n ouoK£Urj 6£V - Trp£Tf£1 Va anoppinT£Tal N£ To OIK1aK& aTropp(ppara. H ouoK£ur) nptn£t va anOT£X£I aVTIKE(p£VO plaq KaTdXA9Xgq, £nIA£KTIKr q 61a61Kao(aq a1TOVdKpUVG9q YIa Tqv avgKTljorj TrIS. H oupN£ToXrj oaq Ba P0901)0E1 OTOV 0£Raop6 an£vaVTi oTo n£ptodANOV Kai oT9V npooTa01a TWV q)Uo1K(bV 7T6pwv. Tiirk4e Avrupa Direktifi 2002/96/CE ve EN50419:2005 normu uyannca bu cihaz konutlara ait 46plere atllmamahchr. - Bu cihaz, geri kazamlabilmesi i4in, uygun ve kontrollil bir 5ekilde imha edilmelidir. Bu konudaki duyarhllglmz 4evreye saygi ve dogal kaynaklarimizin korunmasi konularinda yardlma olacaktir. Polski Zgodnie z dyrektywa europejska 2002/96/WE i norma EN50419:2005 to urzadzenie nie mote zostac wyrzucone - razem z odpadami domowymi. Naleiyje podclk odpowiedniej procedurze w celu poddania go recyklingowi. Wsp6fpraca utytkownika w tym zakresie przyniesie korzysc dla srodowiska i pomo2e w ochronie zasob6w naturalnych. Ceske Ve shod6 se smernici EU 2002/96/ES a normou CSN EN50419:2005 nesmf byt toto zarfzeni likvidovano spolecn6 - s domovnfm odpadem. Zaffzenf musi projft odpovidajicfm procesem selektivnfho v9b6ru za Uelem jeho spravn6 recyklace. Svojf spolupraci p"risp6jete k ohledupinosti vuci 2ivotnimu prost"redf a k ochran6 p"rirodnfch zdroju. Svensk I enlighet med EU-direktiv 2002/96/ CE och standarden EN50419:2005, far denna anordning inte kastas i - hushallssoporna. Anordningen maste genomgS en lamplig, selektiv demonteringsprocess f6r att den ska kunna Atervinnas. Ditt samarbete bidrar till hansyn till milj6n och bevarandetavvara naturresurser. Declaration of Conformity Application of Council Directive 89/336/EEC Standards To EN55022 AS/NZS3548 Which Conformity CLASS A Is Declared: EN50082-1:1992 EN61000-4-2 EN61000-4-3 ENV50204 EN61000-4-4 EN61000-4-6 EN61000-4-8 Manufacturer's Rain Bird Corporation Name: Manufacturer's 1000West Sierra Madre Ave. Address: Azusa, CA 91702 Phone: (626) 963-9311 Equipment Irrigation Controller Description: Equipment Class: Generic Res, Comm, LI — Class A Model Name: Rain Sensor I the undersigned, hereby declare that the equipment specified above, conforms to the above Directive(s) and Standards: Place: San Diego, CA Signature: Full Name: Ryan Walker Position: Director C E RAIN�BIRV Rain Bird Europe SNC Rain Bird Corporation Rain Bird Desutschland GmbH 900 Rue Ampere, BP 72000 6991 East Southpoint Road Oberjesinger Str. 53 13792 Aix en Provence Cedex 3 Tucson, AZ 85756 USA 71083 Herrenberg-Kuppingen FRANCE Phone: (520) 741-6100 DEUTSCHLAND Tel: (33) 4 42 24 44 61 Fax: (520) 741-6522 Tel: (49) 07032 99010 Fax: (33) 4 42 24 24 72 Fax: (49) 07032 9901 11 rbe@rainbird.fr - www.rainbird.eu rbd@rainbird.fr - www.rainbird.de Rain Bird Corporation 970 West Sierra Madre Avenue Rain Bird France SNC Azusa, CA 91702 USA Rain Bird Sverige AB 900 Rue Ampere, BP 72000 Phone: (626) 812-3400 Fleningevaen 315 13792 Aix en Provence Cedex 3 Fax: (626) 812-3411 260 35 Odakra FRANCE SWEDEN Tel: (33) 4 42 24 44 61 Tel: (46) 42 25 04 80 Fax: (33) 4 42 24 24 72 Rain Bird International Fax: (46) 42 20 40 65 rbe@rainbird.fr - www.rainbird.fr 1000 West Sierra Madre Avenue rbs@rainbird.fr - www.rainbird.se Azusa, CA 91702 USA Rain Bird Iberica. S.A. Phone: +1 (626) 963-9311 Poligono Ind. Pinares Llanos Fax:+1 (626) 852-7343 Rain Bird Turkey c/ Carpinteros, 12, 2oC Istiklal Mahallesi, 28670 Villaviciosa de Od6n, Madrid Alemdag Caddesi, No 262 ESPANA 81240 Umraniye Istanbul Tel: (34) 91 632 48 10 TOrkiye Fax: (34) 91 632 46 45 Phone: (90) 216 443 75 23 rbib@rainbird.eu - www.rainbird.es Fax (90) 216 461 74 52 portugal@rainbird.eu - www.rainbird.pt @ 2011 Rain Bird Corporation O Registered trademark of Rain Bird Corporation www.rainbird.com 1-800-RAINBIRD 09171 NN PLP PADLOCKARLE T' TYPE FLUSH HANDLES HINGEC DOOR MEUG!-ENC A81"Of8410CIs, Inc. (formerly MEUGI-UM) Irrigation Controller Cabinet. Designed to enclose irrigation controllers in a heavy gauge vandal resistant enclosure. FRONT VIEW W 625 1 CUSTOMER EQUIPMENT AREA45 h0 % 22 00 % 1100 STANDARD FEATURES 314-PLYWOM RACK PANEL SIDE VIEW • 47 % x 22'/2 x % plywood back panel. 47'% x 22 % steel back panel available upon request. • Available with a full range of factory installed auxiliary components. Consult your representative. • Vandal resistant enclosure has side -hinged door for easy installation and maintenance. • Padlockable "T" type flush mounted handle with three point latching mechanism. • Light green powder coat finish in accordance with ASTM B-117. Custom colors available. • Pad Mounting Base available for concrete foundation. Order separately - MEUGI-BASE. • Anchor Bolts. Order separately - 714548 (quantity 4). • 12 gauge corrosion resistant zinc coated steel construction. • Rainproof Type 3R enclosure. • Listed by Underwriters Laboratories, Inc. 1/6/06 Standard Model Catalog No. MEUGI-ENC For aluminum enclosure order MEUGIA-ENC For stainless steel enclosure order MEUGIX-ENC }�-�-- za 000 1800 1225 22.500 SLOTS FOR BASE INSTALLATION RARE nF=TAII �1 BOTTOM VIEW MOUNTING SLOT DETAIL RKOM•Af..wED J5" MINIMUM CLEARANCE RCOD GRI%RID Roo LOCATION PER NEC 110-18, TVPICA, FRONTAND BACK RECOMMENDEDSERVICE ENTRANCE CONDUIT 31 MIN "-T LOCATION I P 16 JIB' I I T B a n 10"RECOMMS>,OEP 21' SIUS GLtAHANCF. .� 3" MIN PLAN VIEW SIDE VIEW +•� �+ 3 MIN 1IY -130R 5I8'-18 BOLTS SUPPLIED WITH BASE II t1/2'OR B" MIN rOUNDATION DIMENSIONS AND DEPTH PER JOB SPECIFICATIONS TrA... BOLTS DOXT INgVK OM REOU6/8 AS REOUiRED ED USL 117.17 BDLI8 DSL a'r +B=is FRONT VIEW PnwerPrvducts. Ale. Tel: 866 -MY MYERS Fax: 951-520-1961 www.myerspowerproducts.com Specifications-are-subiect_to-change -without notice-to-reflect-improvements-anti-upgradew ,;.- APPENDIX D - REFERENCE STANDARD PLANS 1. OCSD 2. City of Newport Beach 3. Caltrans 4. Standard Specifications For Public Works Construction (Greenbook) ALTERNATE: CONCRETE COLLAR, TO GRADE (BLACK MIX) 12" MORTAR JOINTS NEW OR EXISTING CONE PVC WELD STRIP FOR GRADE RING AND CONE FOR PVC LINER REPAIR (TYP.) NOTES: MANHOLE FRAME AND COVER PER S-053 OR S-054. AC PER PLANS. VERIFY REQUIREMENTS OF GOVERNING AGENCY — CROSS SECTION 1. Neatly remove pavement and aggregate base as necessary to make adjustment. 2. Make final adjustments at the mortar joint between the first and second grade rings. Set flush with pavement to one-eighth inch high. 3. At existing manholes, add or remove grade rings, repair PVC or sprayed liner, and test liner for pinholes as approved by the Engineer. Adjust height at manhole riser sections if the total height of grade rings would exceed 24 inches. 4. Backfill flush with surface or below pavement surface as required by governing agency with 3250 psi (Class B) quick -setting concrete to form collar. Exposed concrete shall be black in color. 5. Fill area above below -grade collar with AC wearing surface to match adjacent AC. 6. Where odor conditions exist or where designated, seal manhole rim and holes with duct -seal mastic. Re -seal if existing manhole cover was sealed. ORAGE COUNTY SANITATION DISTRICT I MANHOLE ADJUSTMENT ORANGE COUNTY, CALIFORNIA W ROVEDe TO OA Igic 6 GRADE APPROVED DATE DIRECTOR OF ENGINEERING ATE 4 CONCRETE COLLAR NO SCALE STANDARD DWG. S-055 (� zl< 11 �Lu I II XLu II -i�1- W- -I' -__ I � I SEE NOTES 2 I I SEE PVC GAS FLAP I 8 3, I I J— STD DWG S-056 I OF F-777 -01 Aw 7:2m SHT 2 OF 2 2 ' ._ e E j I I � I r I II I; I 1. USE ELEV. "B" WHENJ I ( I ( USE ELEV. "C" WHEN SEWER MAINS ARE LESS I I �_ SEWER MAINS ARE 39" THAN 39" IN SIZE I ( AND GREATER. X_t� NTS NEW PVC LINER WELD TO EXISTING MH SHELF LINER W/ 1" WELD STRIP MIN. __—_ WELD GAS FLAP _....... __.......__.._� 4" MIN. TO PVC LINER W/ WELD GAS FLAP 1" WELD STRIP TO PVC LINER W/ 1" WE D STRIP fl ALL AROUND 4" MIN. `a RIBS NOT POCKET ` ~ - WELD PVC r- � ,_ !fes UND SHOWN POCKET -jV POCKET FOR J/ CLARITY - MIN. F7 e¢ T6" OD +2" _ ....__.. ...... RIBS NOT m EACH SIDE 1/4" x 1" FLAT 316 SHOWN 316 SS SS BAR SEALED FOR 1" ID EYE BOLT IN PVC CLARITY - WELDED TO BAR 1/4" x 1" FLAT 316 _�/OD + 2" SS BAR SEALED INSTALL ----- O.D.+4" EACH SIDE IN PVC NEW LINER EACH SIDE 316 SS TO NEW ELEV. B 1" ID EYE BOLT ELEV. C CHANNEL NTS WELDED TO BAR -- NTS ORAGE COUNTY SANITATION DISTRICT ORANGE COUNTY, CALIFORNIA A�4�7 CORE DRILLED STUB AT EXISTING MANHOLENO. DETAIL 1 OF STANDARD DWG. S-057 I MST 2i07 APPROVED DATE ECTOROFENGINEE c { EXISTING MH SHAFT ►{ TOP OF °,d I, EXISTING BASET 4,000 # CONCRETE — 12" MIN. I (2) 2' JOINTS OF VCP i r d ° e d LATERAL STUB TO HAVE II I 1 CONSISTANT SLOPE AS REQUIRED 1 d° DRY PACK GROUT ALL AROUND STUB - ROUGHEN SURFACE o & APPLY EPDXY BONDING AGENT - WRAP PVC LINER f AROUND VCP AND SECURE W1316 SS BAND CLAMP -- 316 SS BAND CLAMP --- NOTE: EXISTING PVC LINER WELD GAS FLAP TO P.V.C. LINER 2" WELD STRIP FOR GAS FLAP SEE STD DWG S-056 —� SEE NOTES j— NEW RECESSED SIDE CHANNEL i \ m O� (p 12"71 �� \ MIN � ------------.____---- SECTION A 1. CORE DRILL EXISTING MH BASE A MIN. OF 2 INCHES LARGER THAN OUTSIDE DIAMETER (OD) OF NEW VCP STUB AND DRY PACK W! CONCRETE GROUT AROUND OUTSIDE OF NEW VCP STUB AS SHOWN. 2. REMOVE EXISTING PVC LINER OVER EXISTING MH SHELF. JACK HAMMER OR REMOVE PORTIONS OF EXISTING CONCRETE BASE TO FORM NEW RECESSED CHANNEL A MIN. OF 2 INCHES IN WIDTH (ON EACH SIDE) BEYOND EDGE OF NEW GAS FLAP; OR FOR NEW VCP STUBS 15 INCHES OR GREATER IN DIAMETER, REMOVE A MIN. 4 INCHES IN WIDTH (ON EACH SIDE) GREATER THAN OD OF NEW VCP STUB. PATCH BOTTOM AND SIDES OF RECESSED CHANNEL W/ CONCRETE OR GROUT TO MAKE A SMOOTH TRANSITION ON SIDES AND BOTTOM OF CHANNEL. 3. INSTALL NEW MASTIC APPLIED AND MECHANICALLY ANCHORED PVC LINER IN RECESSED CHANNEL AREA OVER FRESHLY CURED CONCRETE AND IN ALL OTHER AREAS WHERE EXISTING PVC LINER WAS REMOVED. PVC WELD STRIPS SHALL BE USED TO PATCH ALL PVC JOINTS. 4. PROVIDE FLAT SHEET PVC GAS FLAP ON ALL LATERAL PIPES 12 INCHES IN DIA. AND LESS UNLESS OTHERWISE SPECIFIED. SEE STANDARD DRAWING S-056. 5. WHEN TRUNK LINE PIPE IS EQUAL TO OR GREATER THAN 39 INCHES IN DIAMETER, LATERAL PIPE SHALL EXTEND TO VERTICAL FACE OF MAIN CHANNEL WITHOUT HAVING A RECESSED SIDE CHANNEL. ORANGE COUNTY SANITATION DISTRICT CORE DRILLED STUB AT 20F2 ORAN E COUNTY, CALIFORNIA EXISTING MANHOLE ' MST 2.°' STANDARD DWG. S-057 NO. APPROVED DATE E OR OF ENGINEERING DAT DETAIL (THIS PAGE INTENTIONALLY LEFT BLANK) I VA 'APPROACH m� , MOS M � ¢ � i( . X GUTTER REMOVE AND REPLACE LCURB LINE IF 5' OR LESS (TYP) — EXISTING JOINT CRACK, OR BREAK PLAN CURB OPENING FOR 8'CF, 4' APPROACH BOTTOM 'W' 4' FOR 6'C,F, 3' MIN, 24' MAX, 35 3' X X TOP OF CURB ELEVATION 2' OR MATCH EXIST, SIDEWALK �R VARIES VARIABLE SIDEWALK 4' MIN 1' AC ABOVE GUTTER 3/8' 27 MAX, MIN, joy MAX 4' C.A,B, 6 THICK 1' WIDE BY 1' DEEP P.C.C. EXIST AC AC PATCH BACK SECTION A -A NOTES; 1, WHEN REMOVING EXISTING SIDEWALK, CURB AND GUTTER, SAWCUT AND REMOVE TO NEAREST EXISTING JOINT WITHIN 5 FEET BEYOND OPENING, 2, SLOPED 'X' AREAS AND SLOPE DRIVEWAYS SHALL HAVE A COARSE BROOM FINISH, 3, CONCRETE SHALL BE 56O—C-3250, CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT RCE NO. 36106 LIC WORKS DIRECTOR COMMERCIAL DRIVEWAY Drawn: M.Cracia Scale: N.T.S. RS\PBW\Shared\CAD STD\ APPROACHTYPE I Date: Z° Sep. 1993 �:\USESTDDeta,,5\zoo3_Std, DRAWING NO. STD-160—L—A 10' OR VARIES :. 3/8' EXPANSION JOINT MATERIAL (TYP) 74/3 4/3 ' X R=15' FOR LOCAL STREETS AND 25' FOR ARTERIAL STREETS �h UNLESS OTHERWISE SPECIFIED )K 10' FOR MAJOR, 10' FOR PRIMARY, AND 8' FOR SECONDARY STREETS UNLESS OTHERWISE SHOWN o CONCRETE SHALL BE 560-C-3250 CURB ACCESS RAMP SHALL COMPL Y WITH CURRENT ADA REQUIREMENTS CURB FACE CURB RETURN AREA R 10' TYPICAL 2" OR 4' MIN MATCH SLOPE 2% MAX, EXIST, -� o. ...o: LANDSCAPE PARKWAY WITH STREET TREES REQUIRED ° WHEN DISTANCE FROM CURB 4" MIN, P,C,C, TO PROPERTY LINE EXCEEDS 6 IN NTIAL TYPICAL SECTION AREAT C NCRETEE SSIDEWALK IN COMMERCIAL AREAS WITH STREET TREES WEAKENED PLANE JOINTS 1-1/4' SAVED, QUICK-JOINT OR EQUAL 8' 8' 8' 8' 8' 8' 8' 8' 3/8' EXPANSION JOINT MATERIAL PLANTING OR CONCRETE WALK WEAKENED PLANE JOINTS & EXPANSION JOINTS CITY OF NEWPORT BEACH APPROVED: _ PUBLIC WORKS DEPARTMENT RCE NO. 36106 / (;;;�LW WORKS DIRECTOR SIDEWALK DETAIL Drawn: M.Cracia Scale: N.T.S. F:ws 3-s Date: Sep 1994 STD D akhzoo a°\-STDG DRAWING NO. STD_ 180-L CIRCUIT SPLICES SERIES (5KV) (OVERLAP APPLIES TO (NOT TO SCALE) EACH END OF SPLICE) THOMAS & BETTS #2D-8 CONNECTOR (USE APPROVED CRIMPING TOOL) 6 1" f�—►fes—� ►I 1" min. 1" min. 120/240V CIRCUIT SPLICES #8 AWG, SOLID COPPER, 5000 VOLT STREET LIGHTING CABLE 3M/SCOTCH BRAND #23 RUBBER TAPE, TO OVERLAP MIN. 1" & FILL DIAMETER 3M/SCOTCH BRAND #33 VINYL TAPE, TO OVERLAP 1" (MIN. 3 WRAPS) 3M/SCOTCH BRAND SCOTCH KOTE SEALANT OVERALL Y4'� f THOMAS &BETTS *SEE DIMENSION, LEFT 2D-8 CONNECTOR 3M/SCOTCH BRAND #23 RUBBER 3M/SCOTCH BRAND #33 VINYL (MIN. 3 WRAPS) #8 AWG 3M/SCOTCH BRAND SCOTCH KOTE SEALANT — WIRE (TYP.) THOMAS & BETTS 600V C—TAP, SERIES J v GENERAL NOTES: T&B TOOL REQPERU MANUFACTURER IRED. USE OVED *SEE DIMENSION, LEFT 1. All phase conductors shall be stranded copper, THWN, identified by a continuous, distinct, color—coded insulation. 2. Circuit pairs for 240V conductors shall be of two distinct colors, continuously traceable from luminaire to circuit breaker. 3. With the exception of the first, 2" diameter conduit from the service cabinet to the first adjacent pullbox, no conductor insulation—color shall be duplicated in any conduit run. Wires of different AWG sizes may repeat colors in the same conduit run. 4. Circuit grounds shall be #8 AWG bare, solid copper, spliced using Thomas & Betts 'C—Tap's as shown , above. Ground conductors to luminaires may be reduced as per specification on CNB STD -205—L, BELOW. 5. Gray (277V), White, or White with color—striped insulation shall be used only for the neutral, or grounded—conductor. �2Y 3 LAYERS OF 3M ELECTRICAL �J TAPE NO. 23 OVER 3 LAYERS OF 3M TAPE NO. 33 OR EQUAL (TYPICAL), RUBBER BOOT NOT ACCEPTABLE, COAT WITH SCOTCH KOTE SEALANT. r� FUSE HOLDER IN PULLBOX TRON #HEX—AA OR EQUAL LOAD I I FUSES: GOULD SERIES AM SPECIFIED P UNLESES TYPICAL FUSE HOLDER LUMINAIRE & LOAD—SIDE OF FUSE HOLDER COPPER CONDUCTOR SIZING STANDARD PHASE CONDUCTOR GROUND CONDUCTOR* STD -200—L #10 THWN STRANDED #12 THWN, Solid or Stranded STD -201—L #12 THWN STRANDED #12 THWN, Solid or Stranded STD-202—L—A #12 THWN STRANDED #12 THWN, Solid or Stranded STD-202—L—B #12 THWN STRANDED #12 THWN, Solid or Stranded *NOTE: STD -203—L #10 THWN STRANDED #12 THWN, Solid or Stranded Terminate ground conductor in fixture using appropriate Thomas & Betts 'Sto—kon' brand, Series 'C10', non—insulated fork terminal. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT CIRCUIT SPLICING, FUSE HOLDER & WIRING DETAILS APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR DRAWING NO. WALWJDAR z 2 _ I 3" min. EXACT LOCATION PER CITY REPRESENTATIVE 17.25" TO SCE W VAULT _ I I II —2" PVC n jCABINET DOOR TO I I -----FACE STREET II CONDUIT Id ¢-------------- D LINE j LOAD CABINET I U I SIDEWALK f I F-1 n LEVEL . -4 k Y — L .1 24" 2" PVC CONDUIT 26.25" x 24" x 12" THK. P.C.C. PAD CIRCUIT CONDUITS AS REQUIRED CONDUIT & 24" GROUND ROD LOCATION PER MYERS CABINET MODEL NO. MEUG20X—M100 C/SS WITH WINDOW AND METER MANUFACTURES W SOCKET (STAINLESS STEEL) 1 PHASE 3 WIRE 120-240 VOLT 100 AMP MAIN SPECIFICATIONSwpkCIRCUIT BREAKER AND SPACE FOR SIX 2 POLE CIRCUIT BREAKERS INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 20.25" NOTES: 11. AL�HORING HARDWARE, MOUNTS, NUTS, BOLTS AND BASE SHALL BE STAINLESS STEEL 2. PROVIDE 3 FT. CLEARANCE AROUND CABINET ON ALL METER SIDES, UNLESS OTHERWISE NOTED. READING II ' II 3. METER FACES STREET. PLATE PULL BOX, SEE STD -204—L FOR SPECIFICATIONS PULL BOX SEE CNB—STD-204—L PARKWAY P.C.C. CURB AND GUTTER ADDRESS: 2" HIGH, BLACK VINYL SELF—STICK NUMBERS/LETTERS 26.25" FRONT x 24" SIDE 26.25" 3" (TYP) }t�" BOLTS SUPPLIED 3" (TYP) WITH BASE .4 1 d I'Fh 4.:, .. d. CAT. #: MEUG20—BASE (X) I f r 1 I X=STAINLESS STEEL 2" CONDUIT TO LINE—SIDE CONDUIT 12" LOAD—SIDE PULL FROM EDISON VAULT BOX PER SCE SPEC. -- N VIEW (4) S X 6" ANCHOR BOLTS WITH 1" HOOK AA§ gTAIL CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENT _ SINGLE—METER CABINET RCE NO. 36106 PUBLIC WORKS DIRECTOR MOUNTING DETAIL Drawn: M. Elias scare: N.T.S. a�&CAD St Date: Jan. 2004 STD Der its\2003 Std�STD sn i' DRAWING NO. STD -206—L rl-2 CLASS C MORTAR 6' THK, CONC, COLLAR I 48' DIA, 48" DIA, MANHOLE FRAME AND1" THK A. C, MANHOLE FRAME AND COVER, SEE NOTE #2 COVER, SEE NOTE #2 6" THICK CONCRETE COLLAR W k ' ' '' SEE RING SECT k a • STD, CONCRETE ¢ ..'. 4 .: ¢ a &6 FOR JOINT DET::a:1-2 CLASS C LRINGS,3 24" ::: ..:.HICKNESS MORTAR WHEN POSSIBLE � `O 4' •d . USE 4 2-112 24 DIA, ° d: , RINGS OR STEPS PER 5, EQUIVALENT ai::• 5• STD, -404-L :::°' z #2 TIE BARS Qj g ~ STEPS PER 4 REQ'D, ° ECCENTRIC PRECAST STD, -404-L #2 COILS `L CONCRETE CONE �.. #4 WIRE HOOPS ------------- ---------------- 15/16' : o Q a: ° 36' SPECIAL M.H. R,C,P, 6 36 DIA, 6 Q 3a 36-1/8' DIA,g W is ANY STANDARD PIPE END —' W Ou 5'x2' PIPE SEAT G d ' VERTICAL SECTILN OF VERTICAL SEC TIEN JF EC T ECCE HAFT 2-1/2' RINGS SHALL BE REINFORCED WITH TWO 1/4' ROUND STEEL HOOPS; 6 INCH AND 8 INCH RINGS SHALL BE REINFORCED WITH 4 53' NOTES- HOOPS, TIED WITH N0. 14 A,S & W, GA, WIRE 8' O,C, i• i• 21g 1$ 1 1, ALL JOINTS SHALL BE FILLED WITH 1-2 CLASS C MORTAR Mw AND NEA TL Y POINTED OR WIPED ON INSIDE OF SHAFT, 2, MANHOLE FRAME AND COVER PER STD -112-L WITH LETTER 'D' IN CENTER OF COVER SURFACE OF LETTER SHALL FLUSH WITH FINISHED SURFACE OF COVER, 3, PRESSURE MANHOLE FRAME AND COVER SHALL BE ALHAMBRA �+ FOUNDRY A-1500 OR APPROVED EQUAL, WITH LETTER 'D' IN `ti 1i• 1i• "'� CENTER OF COVER, SURFACE OF LETTER SHALL FLUSH WITH FINISHED SURFACE OF COVER, LZ 1' 13, , 4, ECCENTRIC MANHOLE SHAFT, REDUCER AND RINGS MAY BE ; PLAIN CONCRETE FOR UNREINFORCED SECTIONS, THE MINIMUM THICKNESS SHALL BE 6 INCHES, SEC TIEN 17F 5, TOP STEP SHALL BE PLACED DIRECTLY BENEATH THE MANHOLE COVER FRAME EXCEPT WHERE SHOWN OTHERWISE, SPACING OF STEPS IN SHAFT SHALL BE 12 INCHES ON CENTER, SEE STD, -404-L, ADOPTED FROM LACDPW STD, DWG, N0. 3029-0 REF, STD, -112-L; STD -404-L REV, 9/93 CITY ❑E NEWPORT BEACH APPROVED,' PUBLIC WORKS DEPARTMENT DIRECTOR OF PUBLIC WORKS CONCRE TE RINGS, REDUCER R 1280 AND SHAFT FOR ALE 9 IS Nov 1993 N, TS, STORM DRAIN MANHOLE DRAWN STD -309—L M, GRACIA :9 ®■ 11 •9 •Z 18 maximum 2" A.C. 1d3 5'-0" for 48" 6'-0" for 60" TYPICAL SECTION CONSTRUCTION NOTES: OInstall manhole frame & cover per STD -112—L and STD -409—L. OConstruct concrete collar 12"x 6". OInstall 3" grade ring where required. O Install 6" grade ring. O6" Rubber couplings outside manhole base. O Install steps per STD -404—L CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1-24" dia. —1 36" 48" x 24" & 60" x 24" ECCENTRIC CONE (�)�nExtend base to within I I I _ 4" of nearest pipe joint. PLAN OF BASE -�T _ / I SLOPE 1~ QF' 5 ` �I 6" Gravel Sub—base GENERAL NOTES: 1. For drop manhole see drawing STD -403—L. 2. The difference in elevation at each end of the invert of the manhole channel shall be 0.20 feet. Shelf slope shown is minimum. 3. For new manhole installations, lay new sewer pipe through manhole and cut out pipe for channel after base is poured. 4. All connections to existing manholes shall be core drilled and water tight when completed. Approved method for pipe to manhole connections: Use couplings with elastomeric gasket seals. Cement—grout into manhole walls. Insert pipe through coupling. 5. 60" Manhole for depth of 15' or greater. STANDARD MANHOLE APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR Drawn: M. Elias Scale: N.T.S. F:AUSERS\PBW\SharedACAD STDA Date: Jan. 2004 11 Detade\ 1 Std\STD Sewer\ DRAWING NO. STD-'' 01-L 13" GENERAL NOTES: 1. Top step shall be no more than 24" from the top of the structure. 2. Bottom step shall be no more than 30" above the invert. 3. Step spacing shall be 16" on center. 4. Steps may be cast in place or epoxied in 1Y4" diameter drilled holes. 5. Steps for sewer and storm drain manholes and other structures shall be polypropylene with a Yz" diameter 80,000 psi tensile strength steel core per ASTM A-82 and ASTM C-478 paragraph 11. 6. Epoxy shall conform to State of California specification 8048-21M-08 and be used in strict accord with the manufacturers printed instructions. 7. Plastic material shall be copolymer polypropylene ASTM type II grade 43758. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STEPS FOR MANHOLES AND STRUCTURES APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR Drawn: M. Elias Scale: N.T.S. Varies 5%" 1Y4' 41 El El a •e a v .: El El 00 El El El ❑ ❑ 1:10 1:10 ❑ ❑ 1:10 ❑❑ 13" GENERAL NOTES: 1. Top step shall be no more than 24" from the top of the structure. 2. Bottom step shall be no more than 30" above the invert. 3. Step spacing shall be 16" on center. 4. Steps may be cast in place or epoxied in 1Y4" diameter drilled holes. 5. Steps for sewer and storm drain manholes and other structures shall be polypropylene with a Yz" diameter 80,000 psi tensile strength steel core per ASTM A-82 and ASTM C-478 paragraph 11. 6. Epoxy shall conform to State of California specification 8048-21M-08 and be used in strict accord with the manufacturers printed instructions. 7. Plastic material shall be copolymer polypropylene ASTM type II grade 43758. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STEPS FOR MANHOLES AND STRUCTURES APPROVED: RCE NO. 36106 PUBLIC WORKS DIRECTOR Drawn: M. Elias Scale: N.T.S. (THIS PAGE INTENTIONALLY LEFT BLANK) STATE OF CALIFORNIA- DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT TRENCH DETAIL TRA 153 (REV. 09/2006) TYPICAL TRENCH DETAIL UW - Width of Utility or Culvert HMA - Hot Mix Asphalt CLR - Clearance between product and trench wall TW - Trench Width CLSM - Controlled Low Strength Material STRUCTURE BACKFILL SHALL CONFORM TO SECTION 19 - 3.06 OF THE STANDARD SPECIFICATIONS SLURRY CEMENT BACKFILL SHALL CONFORM TO SECTION 19 - 3.062 OF THE STANDARD SPECIFICATIONS HMA SHALL CONFORM TO SECTION 39 OF THE STANDARD SPECIFICATIONS ALL METHODS OF COMPACTION SHALL BE BY MECHANICAL MEANS. PONDING, JETTING OR FLOODING SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL CONFORM TO SECTION 26 OF THE STANDARD SPECIFICATIONS WHEN CLSM IS UTILIZED THE MIX DESIGN AND TEST RESULTS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE. ALL WORK SHALL BE AS AUTHORIZED BY THE APPROVED ENCROACHMENT PERMIT PLANS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN THE UW IS > 6" THEN THE MINIMUM CLR SHALL BE 6" COLD PLANING AND RESURFACING OVERLAY SHALL BE PARALLEL TO THE ROADWAY AND TO THE NEAREST LANE LINE FOR THE ENTIRE LENGTH OF THE TRENCH/DISTURBED AREAS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN COLD PLANING IS REQUIRED, THE MINIMUM SHALL BE 0.10' OR AS DIRECTED BY THE STATE'S REPRESENTATIVE TO ACCOMODATE FIELD CONDITIONS. COLD PLANING MAY BE REQUIRED AT THE DIRECTION OF THE STATE'S REPRESENTATIVE TO ACCOMODATE THE PLACEMENT OF STEEL PLATES. WHEN TRENCH PLACEMENT IS WITHIN 4' OF CURB & GUTTER, ADDITIONAL COLD PLANING MAY BE REQUIRED AT THE DISCRETION OF THE STATE'S REPRESENTATIVE. ANY PAVEMENT MARKINGS AND/OR STRIPING REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY THE STATE'S REPRESENTATIVE. A TRACER WIRE SHALL BE PLACED ON TOP OF THE FACILITY, WHEN REQUIRED BY THE STATE'S REPRESENTATIVE. OTHER TRENCH RELATED DETAILS ARE SHOWN IN FIGURE 6.1, CHAPTER 6 OF THE ENCROACHMENT PERMITS MANUAL. A PAINT BINDER (TACK COAT) OF ASPHALTIC EMULSION CONFORMING TO SECTION 39-4.02, PRIME COAT & PAINT BINDER (TACK COAT) SHALL BE FURNISHED AND APPLIED. NEW PAVEMENT BASE SHALL CONSIST OF EITHER CL. 11 AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. II AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. NEW SUBGRADE SHALL CONSIST OF EITHER CL. II AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. II AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. Existing Pavement ( Existing HMA Pavement) Existing Base Existing Subgrade New Pavement ( New HMA Pavement) match existing + 1" ( MAX 7" ) New Pavement Base New Subgrade UW - Width of Utility or Culvert HMA - Hot Mix Asphalt CLR - Clearance between product and trench wall TW - Trench Width CLSM - Controlled Low Strength Material STRUCTURE BACKFILL SHALL CONFORM TO SECTION 19 - 3.06 OF THE STANDARD SPECIFICATIONS SLURRY CEMENT BACKFILL SHALL CONFORM TO SECTION 19 - 3.062 OF THE STANDARD SPECIFICATIONS HMA SHALL CONFORM TO SECTION 39 OF THE STANDARD SPECIFICATIONS ALL METHODS OF COMPACTION SHALL BE BY MECHANICAL MEANS. PONDING, JETTING OR FLOODING SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL CONFORM TO SECTION 26 OF THE STANDARD SPECIFICATIONS WHEN CLSM IS UTILIZED THE MIX DESIGN AND TEST RESULTS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE. ALL WORK SHALL BE AS AUTHORIZED BY THE APPROVED ENCROACHMENT PERMIT PLANS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN THE UW IS > 6" THEN THE MINIMUM CLR SHALL BE 6" COLD PLANING AND RESURFACING OVERLAY SHALL BE PARALLEL TO THE ROADWAY AND TO THE NEAREST LANE LINE FOR THE ENTIRE LENGTH OF THE TRENCH/DISTURBED AREAS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN COLD PLANING IS REQUIRED, THE MINIMUM SHALL BE 0.10' OR AS DIRECTED BY THE STATE'S REPRESENTATIVE TO ACCOMODATE FIELD CONDITIONS. COLD PLANING MAY BE REQUIRED AT THE DIRECTION OF THE STATE'S REPRESENTATIVE TO ACCOMODATE THE PLACEMENT OF STEEL PLATES. WHEN TRENCH PLACEMENT IS WITHIN 4' OF CURB & GUTTER, ADDITIONAL COLD PLANING MAY BE REQUIRED AT THE DISCRETION OF THE STATE'S REPRESENTATIVE. ANY PAVEMENT MARKINGS AND/OR STRIPING REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY THE STATE'S REPRESENTATIVE. A TRACER WIRE SHALL BE PLACED ON TOP OF THE FACILITY, WHEN REQUIRED BY THE STATE'S REPRESENTATIVE. OTHER TRENCH RELATED DETAILS ARE SHOWN IN FIGURE 6.1, CHAPTER 6 OF THE ENCROACHMENT PERMITS MANUAL. A PAINT BINDER (TACK COAT) OF ASPHALTIC EMULSION CONFORMING TO SECTION 39-4.02, PRIME COAT & PAINT BINDER (TACK COAT) SHALL BE FURNISHED AND APPLIED. NEW PAVEMENT BASE SHALL CONSIST OF EITHER CL. 11 AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. II AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. NEW SUBGRADE SHALL CONSIST OF EITHER CL. II AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. II AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. (THIS PAGE INTENTIONALLY LEFT BLANK) E z E z E � E -� In c cr Lo 6" 0 6" v W 150 mm 7, R150 mm ATTER 3:12 BATTER 3:12 SLOPE 6.3% �E x E :. I ; ti, LEVEL " A1-6(150) AND 2-5m m) Al -8 200 A2-6(150) AND A2-8(200) E z w E J z Ln m w 6" 6" m 6" v W (150 mm') MIN 150 mm 150 mm 1 3/4" (20 mm) R BATTER 3:12 BATTER 3:12 LL LL, BOTH SIDES SLOPE 2.0% v I FYEI E E E E 0 C c un " �2-5 D1-6 150 AND A3-6(150) AND A3-8(200) mm") D1-8 200 NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS E -' #4 x 10" ® 4" OC Ln THE CURB FACE (CF) HEIGHT, INCHES (mm). 0 m (#13M x 250 mm 2. GUTTER WIDTH, W, IS 24" (600 mm) 6" 0 0 1200 mm OC) UNLESS OTHERWISE SPECIFIED. 150 mm �) GROUTED IN PLACE 3. TYPES Al, A2, A3 AND Cl SHALL BE BATTER 3:12 CONSTRUCTED FROM PCC. ; 3/4" 4. TYPE D1 CURB SHALL BE CONSTRUCTED (20 mm) FROM ASPHALT CONCRETE. 3" (75 mm) 5. TYPE Cl CURB SHALL BE ANCHORED WITH / STEEL DOWELS AS SHOWN OR WITH AN / EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS C1-6(150) AND C1-8(200) AND GUTTERS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS. STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION PROyINGAIy BY THE STANDARD PLAN P"�� cm�rra IOU CURB AND GUTTER — BARRIER X20_2 I W. 19t16, 2009 SHEET 1 OF 1 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION E w E Z Lnm ir 6" v 150 mm) BATTER 8:12 U E L B1-6(150) E E u7 x 6" \1 150 mm E .. ED 4 Ln BATTER 8:12 B3-6(150) Im Ir 6" Z) \ U 150 mm BAITER 8:12 U SLOPE 8.3% E LEVEL B2-6(150) (25 mm PX6Ye1 NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS THE CURB FACE (CF) HEIGHT, INCHES (mm). 2. GUTTER WIDTH, W, IS 24" (600 mm) UNLESS OTHERWISE SPECIFIED. 3. TYPES B1, B2, B3 AND C2 SHALL BE CONSTRUCTED FROM PCC. 4. TYPE D2 CURB SHALL BE CONSTRUCTED FROM ASPHALT CONCRETE. 5. TYPE C2 CURB SHALL BE ANCHORED WITH STEEL DOWELS AS SHOWN OR WITH AN EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS AND GUTTERS SHALL BE ROUNDED WITH A 1/2" (15 mm) RADIUS. 3/4- (20 mm) R 6" 6" 50 mm MIN 750 rr E un E E E E v O x N U 3" (75 mm) BATTER 8:12 BOTH SIDES D2-6(150) #4x10"04'OC 71 m !13M x 250 mm STANDARD PLAN ®1200 mm OC) CURB AND GUTTER—MOUNTABLE 12_2 I 19M IN PLACE KGROUTED TTER 8:12 3/4(20 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION mm) C2-6(150) STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PRDYI1lGA7Eb BY 7W STANDARD PLAN ���M'"c CURB AND GUTTER—MOUNTABLE 12_2 I 19M REV. 1996. 2009 SHEET 1 OF 7 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION LIMAIN LINE RCB LE W BARS SEE NOTE 3 ROUND EDGE TO 3' (75 mm) R STATION POINT, Z� SEE (NOTE \ill 2-H BARS 4' OC (100 mm), SEE NOTE —CONSTRUCTION JOINT PROMUL.GATm BY THE T EL S 4 0 18' Oc 7T SEE NOTE 8 E BARS {413M O 450 mm) F BARS 7117 CL LATERAL / / CONNECTOR PIPE T EL R. SEE NOTE B IL � F BARS � 96' O 1B' OC Q 3M O 450 mm) PC UNDISTURBED EARTH 102* TH WAYS TO BE USED WHEN B IS 60' {1500 mm) BACKFILL WITH 450—C-2000 108' OR MORE tom 45018 ) oc SECTION G—G ROUND EDGES TO APPROXIMATE R OF ID OF LATERAL WITH A MAXIMUM OF 3'-0' (1.0 m) D do E BARS D, E, H do G BARS CONSTRUCTION JOINT PLAN NEW OR EXISTING RCB, SEE NOTE 6 W BARS D BARS ANY STANDARD F BARS PIPE JOINT f- �- X13 OR #4 e 18" OC 1 (10M a 450 mm) a 6 B T c� x �a a m 1277' (675 mm) 151/2NO mm) I 4T STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMUL.GATm BY THE EL S "«VMFaCS�AND =�� 7T SEE NOTE 8 E BARS 10" REV. 1996, SOOY 7117 2—G BARS 4"OC, SEE NOTE 3 USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION Be {100 mm) ,,�:y EL R. SEE NOTE B 90' a: •�•a. °q 96' UNDISTURBED EARTH 102* a 4 a. BACKFILL WITH 450—C-2000 108' I (265—C-14) MIX CONCRETE, OR 114' COMPACT SOIL TO RELATIVE DENSITY REQUIRED BY SPECIFICATIONS. BACKFILL -- MAY BE OMITTED IF STRUCTURE IS LAID ME ON UNDISTURBED EARTH TO STORM IV SECTION Z—Z DRAIN WALL. r44e STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PROMUL.GATm BY THE STANDARD PLAN "«VMFaCS�AND =�� JUNCTION STRUCTURE - PIPE TO RCB 333-2 I 10" REV. 1996, SOOY SHEET 1 OF USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION NOTES 1. VALUES FOR A. 8 AND C SHALL BE SHOWN ON THE PLANS. ELEVATION R AND ELEVATION S SHALL BE SHOWN WHEN REQUIRED PER NOTE 8, 2. STATIONS SPECIFIED ON THE PLANS APPLY AT THE INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERALS, EXCEPT THAT STATIONS FOR CATCH BASIN CONNECTOR PIPES APPLY AT INSIDE WALL OF STRUCTURE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 40, (ASTM A 615M, GRADE 300), AND SHALL TERMINATE 1 1/2" (40 mm) CLEAR OF CONCRETE SURFACE UNLESS OTHERWISE SHOWN. a. W BARS ARE OF SIZE AND SPACING SPECIFIED FOR WALL STEEL ON PLANS, AND SHALL BE CUT IN CENTER OF OPENING AND BENT INTO TOP AND BOTTOM OF JUNCTION STRUCTURE. b. OMIT H BARS WHEN SOFFIT OF SPUR IS 12" (300 mm) OR LESS BELOW SOFFIT OF MAIN LINE, AND OMIT G BARS WHEN INVERT OF SPUR IS 12" (300 mm) OR LESS ABOVE FLOOR OF MAIN LINE. 4. JUNCTION STRUCTURE SHALL BE POURED MONOLITHICALLY WITH MAIN LINE. MANHOLE OR TRANSITION STRUCTURE. 5. FLOOR OF STRUCTURE SHALL BE STEEL—TROWELED TO THE SPRING LINE. 6. WHEN CONNECTING TO EXISTING RCB, BREAKOUT LIMITS AND DETAILS SHALL BE SHOWN ON THE PLANS. 7. EMBEDMENT, P, SHALL 8E 5" (130 mm) FOR 8 = 96" (2400 mm) OR LESS 8" (200 mm) FOR 8 OVER 96" (2400 mm). 8. IF ELEVATION R AND ELEVATION S ARE NOT SHOWN ON THE PLANS THEN THE INLET OPENING SHALL FALL 6" (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE FROM MAIN LINE TO CATCH BASIN OR TO GRADE BREAK IN INLET LINE. ELEVATION S SHALL BE SHOWN ON THE PLANS IF THE INLET OPENING FALLS MORE THAN 6" (150 mm) BELOW THE SOFFIT OF THE MAIN LINE WITH THE INLET PIPE LAID ON A STRAIGHT GRADE AS STATED ABOVE, ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY WHEN A STUB IS TO BE PROVIDED FOR A FUTURE CONNECTION. 9. LATERALS OR CONNECTOR PIPES 24" (600 mm) OR LESS IN DIAMETER SHALL BE NO MORE THAN 5' (1.5 m) ABOVE THE INVERT. LATERALS OR CONNECTOR PIPES 27" (675 mm) OR LARGER IN DIAMETER SHALL BE NO MORE THAN 18" (450 mm) ABOVE THE INVERT, WITH THE EXCEPTION THAT CATCH BASIN CONNECTOR PIPES LESS THAN 50' (15 m) IN LENGTH SHALL NOT BE MORE THAN 5' (1.5 m) ABOVE THE INVERT. 10. THE NEED FOR AN EDGE BEAM AND/OR ADDITIONAL REINFORCEMENT SHALL BE INVESTIGATED BY THE ENGINEER FOR ANY ONE OF THE FOLLOWING CONDITIONS: a. ANGLE A IS LESS THAN 30' b. TOP OF INLET PIPE IS LESS THAN 6" (150 mm) BELOW THE SOFFIT c. FLOW LINE OF INLET PIPE IS LESS THAN 7" (180 mm) ABOVE THE THE FLOOR OF THE RCB AT THE INSIDE FACE STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 333-2 JUNCTION STRUCTURE - PIPE TO RCB SHEET 2 OF 2 m Ee Lel 1 " (13 mm 3/4" (19 mm) 3/16" (5 mm) 14" (356 mm) FRONT 330 mm (13") 1-1/8" (29 mm) r I' 15/16" 1/2" (24 mm} (13 mm) REBAR SECTION A -A TOP NUL STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION PMMULOATO By Ig STANDARD PLAN �'B"'"m"m c""°""°s'"� °°K POLYPROPYLENE—PLASTIC STEP _ 63fi 2 lool USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET OF STEPS SHALL BE STEEL -REINFORCED COPOLYMER POLYPROPYLENE PLASTIC CONFORMING T0. (A) ASTM D478 AND C497, EXCEPT THAT THE MINIMUM HORIZONTAL PULLOUT LOAD SHALL BE 1,500 LBS (6.7 kN). �B� ASTM A615 GRADE 60 DEFORMED REINFORCING STEEL BAR. C CALIFORNIA CODE OF REGULATIONS TITLE 8, GENERAL INDUSTRY SAFETY ORDERS. 2. STEPS SHALL BE CAPABLE OF WITHSTANDING AN IMPACT LOAD OF 70 FT -LBS (95 N.m) AT 207 (-7'C) WITHOUT CRACKING OR FRACTURING. 3. THE MINIMUM TOTAL CROSS-SECTIONAL AREA OF THE EXPOSED PORTION OF THE STEP, INCLUDING THE DEFORMED STEEL BAR AND EXCLUDING THE NON -SLIP TREAD SURFACE, SHALL BE T.0 SQ IN (645 mm2). 4. THE ENTIRE POLYPROPYLENE PLASTIC MATERIAL SURROUNDING THE REINFORCING STEEL BAR SHALL BE CAST MONOUTHICALLY. MINIMUM COVER SHALL BE 3/16" (5 mm). 5. A CERTIFICATION OF COMPLIANCE WITH THE REQUIREMENTS OF NOTES 1 THROUGH 4 PREPARED BY AN INDEPENDENT CERTIFIED LABORATORY SHALL BE SUBMITTED TO THE ENGINEER CONCURRENTLY WTH A REQUEST FOR APPROVAL. 6. E = 3-3/8" (86 mm). FOR VAULTS AND MANHOLES, 0 = 5-1/2" (140 mm). FOR OTHER INSTALLATIONS, D = 7-1/2" (190 mm). THESE DIMENSIONS MAY BE PLUS OR MINUS 1/4" (6 mm). 7. STEPS SHALL BE EVENLY SPACED. MAXIMUM VERTICAL SPACING OF STEPS SHALL BE 16" (400 mm), WITH THE BOTTOM STEP A MAXIMUM OF 2' (600 mm) ABOVE FLOOR OR SHELF. 8. IF TAPERED STEPS ARE INSTALLED INTO STRAIGHT DRILLED OR FORMED HOLES, APPROVED NON -SHRINK GROUT SHALL BE INJECTED INTO THE HOLE PRIOR TO INSTALLATION. HOLES SHALL BE STRAIGHT AND PARALLEL. EXCEPT AS OTHERWISE NOTED, STEPS SHALL BE INSTALLED IN ACCORDANCE WTH MANUFACTURERS RECOMMENDED PROCEDURES. 9. A DROP STEP WITH A MINIMUM DROP OF 3/4" (19 mm) MAY BE USED. THE DROP STEP SHALL MEET ALL OTHER CRITERIA OF THIS PLAN. STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PLAN 636-2 POLYPROPYLENE -PLASTIC STEP SHEET 2 OF 2 APPENDIX E - REFERENCE GEOTECHNICAL REPORT 1. Geotechnical Report, District 6 Trunk Sewer Relief Project, Newport Beach, California, Job No. 04.611300081 by FUGRO Consultants, Inc., dated February 2014. 6 FUGRO CONSULTANTS, INC. GEOTECHNICAL REPORT DISTRICT 6 TRUNK SEWER RELIEF PROJECT NEWPORT BEACH, CALIFORNIA Prepared for: RMC Water and Environment February 2014 Fugro Job No. 04.61130005 FUGRO CONSULTANTS, INC. February 18, 2013 Project No. 04. 61130008 RMC Water and Environment 15510-C Rockfield Boulevard, Suite 200 Irvine, California 92618 Attention: Ms. Tricia Butler, P.E. AuCRO 71 N�� 700 South Flower Street, Suite 2116 Los Angeles, California 90017 Tel; (213) 786-3500 Fax: (213) 788-3526 Subject: Geotechnical Report, District 6 Trunk Sewer Relief Project, Orange County Sanitation District Project No. 6-17, Newport Beach, California Dear Ms. Butler: Fugro is pleased to present this report summarizing the geotechnical conditions for the Orange County Sanitation District 6 Trunk Sewer Relief Project. The purpose of this report is to summarize the anticipated geotechnical conditions along the proposed sewer alignment from project -specific subsurface exploration and geotechnical testing performed for this study and to provide geotechnical engineering recommendations for the design and construction of the proposed sewer relief project. The report supplements our preliminary geotechnical report prepared for the project dated August 12, 2013 (Fugro, 2013). We appreciate the opportunity to provide design level geotechnical services for the Orange County Sanitation District 6 Trunk Sewer Relief Project and to continue our relationship with RMC Water and Environment. Please contact us if you have any questions regarding information presented herein. Sincerely, FUGRO CONSULTANTS, INC. �OQROFESSI�Nq� � �' ,�w' ,��EW 0'i°o F��, mad Reza Mortezale, Ph.D. Project Engineer No. 2987 ^� Exp. 06-30- 1y cn�gT aTEc4iN�G���� `cefi CR�� MatthewQ. Po lard, P.E., G.E. Associate Engineer Copies Submitted: (1) Addressee and Pdf �0I615 A member of the Fugro group of companies with offices throughout the world�� �� wCJ ��Rlo RMC Water and Environment February 18, 2013 (Project No. 04.61130008) CONTENTS Page 1.0 INTRODUCTION..................................................................................... 4 1.1 General Statement........................................................................................... 4 1.2 Project and Site Description... ........ ..................................... 4 1.3 Purpose........................................................................................................... 5 1.4 Previous Work................................................................................................. 5 1.5 Work Performed.............................................................................................. 6 1.5.1 Permitting and Site Clearance.............................................................. 6 1.5.2 Field Exploration.................................................................................. 7 1.5.3 Geotechnical Laboratory Testing......................................................... 8 1.5.4 Geotechnical Evaluation/Reporting...................................................... 8 2.0 FINDINGS............................................................................................................... 9 2.1 Geologic Setting.............................................................................................. 9 2.1.1 Regional Geology................................................................................ 9 2.1.2 Locai Geology...................................................................................... 9 2.2 Subsurface Conditions and Engineering Properties ......................................... 9 2.2.1 Artificial Fill {af).................................................................................... 10 2.2.2 Alluvium (Mal) ...................................................................................... 10 2.2.3 Engineering Properties......................................................................... 10 2.3 Groundwater.. ... ................................................................................. ............ 11 2.4 Existing Pavement Structural Section.............................................................. 11 2.5 Seismic Considerations and Geohazards........................................................ 12 2.5.1 Faults and Ground Rupture Potential ................................................... 12 2.5,2 Strong Ground Shaking........................................................................ 12 2.5.3 Liquefaction Potential........................................................................... 13 2.5.4 Seismic Settlement.............................................................................. 13 2.5.5 Lateral Spreading................................................................................. 14 2.5.6 Tsunami I Flooding.............................................................................. 14 3.0 RECOMMENDATIONS................................................................. ... 14 3.1 General............................................................................................................ 14 3.2 Excavations..................................................................................................... 14 3.2.1 Excavation Conditions.......................................................................... 14 3.2.2 Trench Subgrade and Stabilization...................................................... 15 3.2.3 Dewatering........................................................................................... 16 3.3 Open Cut Construction and Excavations......................................................... 16 3.3.1 Trenching and Temporary Excavations ................................................ 16 3.3.2 Operations........................................................................................... 18 3.4 Trenchless Construction.................................................................................. 18 3.4.1 Pipe Bursting....................................................................................... 18 3.4.2 Monitoring of Trenchless Construction ................................................. 18 �ORD RMC Water and Environment February 18, 2013 (Project No. 04.61130008) M 3.5 Fill Materiais.................................................................................................... 19 3.5.1 General Fill..........•........................•...................................................... 19 3.5.2 Imported Fill......................................................................................... 19 3.5.3 Bedding and Pipe Zone Materials........................................................ 19 3.5.4 Trench Backfill Material........................................................................ 20 3.5.5 Backfill and Other Loads on Pipes ....................................................... 20 3.5.6 Pipeline Uplift Considerations.............................................................. 21 3.5.7 Modulus of Soil Reaction— .................................................................. 21 3.6 Vaults and Manholes....................................................................................... 21 3.6.1 Allowable Bearing Capacity and Static Settlement. .............................. 21 3.6.2 Uplift Resistance........................•......................................................... 21 3.6.3 Lateral Earth Pressures....................................................................... 22 3.6.4 Sliding and Passive Resistance......................................•.................... 23 3.7 Soil Chemistry and Corrosion.............................................................•••.......... 23 3.7.1 Test Results............................................................... 23 3.7.2 Corrosion and Cement Considerations................................................ 23 4.0 LIMITATIONS ........................................................................................................... 24 4.1 Report Use...................................................................................................... 24 4.2 Potential Variation in Subsurface Conditions ...................................•........... ... 24 4.3 Hazardous Materials........................................................................................ 24 4.4 Local Practice.................................................................................................. 25 4.5 Plan Review..................................................................................................... 25 4.6 Construction Monitoring................................................................................... 25 5.0 REFERENCES .........................•............................................................................... 26 TABLES Page Table 1. Summary of Borings 7 Table 2. Summary of Pavement Section Thicknesses 12 Table 3. Preliminary Soil Parameters for Temporary Shoring Design 17 Table 4, Equivalent Fluid Weights for Estimating Lateral Earth Pressures 22 Table 5. Summary of Chemical Test Results 23 FIGURES Figure VicinityMap..................................................•................................................................... 1 Subsurface Exploration Map............................................................................................ 2 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) CHART Site Exploration Plan and Profile ....................................... APPENDICES APPENDIX A FIELD EXPLORATION APPENDIX B LABORATORY TESTING �ORD Chart ................... 1 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 1.0 INTRODUCTION 1.1 GENERAL STATEMENT CRD L This report summarizes the findings and recommendations of Fugro's geotechnical study performed for the Orange County Sanitation District 6 Trunk Sewer Relief Project. The project alignment is located within the City of Newport Beach, California, The approximate location of the project is shown on Figure 1 - Vicinity Map. 1.2 PROJECT AND SITE DESCRIPTION We understand the proposed project consists of reconstructing or rehabilitating an approximately 2,800 -foot -long section of trunk sewer pipeline primarily located along the east side of Newport Boulevard and north of Pacific Coast Highway in the City of Newport Beach, California. The northern portion of the alignment will cross Newport Boulevard where it will tie into the existing sewer. The existing pipeline crosses Newport Boulevard to the south of Industrial Way and the proposed pipeline improvements will be located on the east side of Newport Boulevard. The trunk sewer pipeline project will extend from manhole MH -170 (Station 20+48.04) on the north to manhole MH -25 (Station 48+14.35) on the south. The generalized project location is shown on Figure 2 - Subsurface Exploration Map. On the basis of conceptual information provided to us by RMC Water and Environment (RMC), we understand that a few different pipeline construction methodologies are being considered consisting of standard cut -and -cover construction and pipe bursting. The approximate limits where the various construction methodologies are proposed are presented on Chart 1 - Site Exploration Plan And Profile and Chart 1. We understand the re -constructed and rehabilitated pipeline will be approximately 12 to 18 inches in diameter and have an invert depth ranging between about 8 and 25 feet below the existing ground surface. New pipeline materials are expected to consist of VCP in the cut and cover sections and HDPE in the pipe -burst section. We understand the proposed trunk sewer pipeline improvements will consist of: • Cleaning and lining a 259 -foot -long section of the existing sewer pipe between MH - 170 and MH -165; + Excavate and remove abandoned manhole (at Station 21+12.02) approximately 69 feet downstream of MH -170; • Relocate manhole MH -165 to the east shoulder of Newport Boulevard; • Realign the sewer pipeline and install new pipe between the relocated manhole MH -165 and manhole MH -145 using open cut construction, construct a new manhole in this realigned section between the relocated MH -165 and the existing MH -155; and + Install new pipeline between MH -145 and MH -025 using pipe bursting techniques. -4 -- RMC Water and Environment February 18, 2013 (Project No. 04.61130008) In addition, the project will include improvements to various existing manholes and access facilities for maintenance purposes. The District 6 Trunk Sewer Relief Project area is located on the south -sloping portion of the Newport Mesa in the City of Newport Beach. The proposed project site slopes gently to the Pacific Ocean with ground surface elevations ranging from about El. +85 in the north to about +35 feet in the south. Existing topography along the pipeline alignment is shown on Chart 1 and Chart 1. The northern portion of the proposed pipeline alignment between about MH -165 (approx. Station 23+00) and MH -145 (Station 37+68.13) is located in landscaped shoulder areas of Newport Boulevard. Landscaping in the project area consists primarily of low -growth vegetation. The southern portion of the alignment consists of paved roadway and sidewalks between MH -145 (Station 37+68.13) and MH -020 (Station 48+14.35). 1.3 PURPOSE The purpose of this geotechnical study is to evaluate the geotechnical conditions in the vicinity of the proposed pipeline alignment by advancing site-specific soil borings and performing laboratory testing, and to provide opinions and geotechnical recommendations for design and construction of the proposed trunk sewer pipeline and related improvements. The project -specific subsurface exploration program consisted of advancing eight soil borings in the project area to depths of about 16.5 and 31.5 feet below the existing ground surface (bgs). The approximate locations of the soil borings are shown on Figure 2 - Subsurface Exploration Map. Locations explored for the project were selected by the project team. 1.4 PREVIOUS WORK Fugro provided a preliminary geotechnical report in 2013 (Fugro, 2013) to provide initial geotechnical engineering information to the project team and to assist in developing a preferred pipeline replacement technique. Principal tasks associated with our preliminary geotechnical study consisted of: • Reviewing of existing published geologic data and existing geotechnical data acquired by Caltrans and Law/Crandall in the vicinity of the proposed alignments; Meetings with staff from RMC's Irvine office to discuss the project elements and the conceptual pipeline alignments; and performing a site reconnaissance to observe the existing conditions along the proposed pipeline alignment; and • Preparing our preliminary geotechnical report for use in preliminary design of the project. 5 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) Geologic and geotechnical information from the data review and field reconnaissance were evaluated to characterize the potential subsurface conditions that may exist along the proposed pipeline alignment. Our work also included a preliminary discussion of potential geohazards that could affect the project during its design life. Subsurface exploration was not included in our scope of work for the preliminary geotechnical study. 1.5 WORK PERFORMED The scope of services performed for this study consisted of conducting a project -specific field exploration and laboratory -testing program, geotechnical engineering evaluation, and preparation of this report. The field exploration program was performed in general accordance with Task 2 of our proposal dated November 2, 2012. Our services were authorized by our agreement with RMC dated February 20, 2013. Work tasks performed for the project consisted of the following: 1.5.1 Permitting and Site Clearance Fugro reviewed the project plans and performed a site reconnaissance to locate the soil borings for site access, utility clearance, and permitting. Field exploration in the right-of-way of Newport Boulevard required encroachment permits from both the City of Newport Beach and the California Department of Transportation (Caltrans). Permitting and site clearance tasks consisted of: • Completed the Caltrans standard encroachment permit application and provided a work plan including traffic control plans for the proposed subsurface exploration. + Completed the City of Newport Beach encroachment permit application and obtained a permit from City of Newport Beach for temporary street/sidewalk closure. • Visited the site with a Caltrans permit inspector to observe the proposed boring locations for the presence of overhead and underground utilities and to determine drill rig accessibility prior to the start of the field exploration program. Fugro invited staff from RMC and OCSD to this field meeting. • Marked each boring location with white paint and contacted Underground Service Alert (USA) and verified that all agencies listed on the USA ticket had responded to ensure no conflicting underground utilities were marked or noted in the field at the boring locations. Sent a work completion notice to Caltrans following the field exploration. N RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 1.5.2 Field Exploration The field exploration program consisted of excavating eight soil borings on October 14" and 1510, 2013. The soil borings were advanced along the proposed alignment to depths ranging between about 16.5 and 31.5 feet below ground surface. Drilling and sampling was performed by Martini Drilling, under subcontract to Fugro, using a CME 75 truck -mounted drill rig equipped with hollow -stem augers. The locations of the eight soil borings are presented on Figure 2 and Chart 1. Logs of borings are presented in Appendix A - Field Exploration. Table 1 below presents a summary of the borings, including completion depth and depth to groundwater, if encountered. Table I. Summary of Borings Boring Completion Date Coordinates, LaVLong Approximate Elevation, NAVD88 (ft)Water Depth to (ft) Completion Depth (ft) Northing Easting B-1 10/15/13 33.630° -117.926° 66 20 21.5 B-2 10/15/13 33.630° -117.926° 60 12 16.5 B-3 10/15/13 33.629° -117.926° 50 14 16.5 B-4 10/15/13 33.628° -117.927° 50 Not Encountered 21.5 B-5 10/15/13 33.627" -117.927° 48 Not Encountered 21.5 B-6 10/14/13 33.626° -117.928' 45 17.5 24.5 B-7 10/14/13 33.625" -117.928` 40 25 31.5 B-8 10/14/13 33.623" -117.928° 34 19 31.5 Although nine locations were initially planned, one of the two borings paired together between MH -135 and MH -140 was located on the sidewalk and had to be deleted due to encroachment permit constraints. Each boring location was sampled at approximately 2.5 -foot to 5 -foot intervals using 2 - inch outside -diameter (OD) standard penetration test split spoon samplers and 3 -inch OD modified California split -spoon samplers. The modified California sampler was used with 1 -inch high brass ring liners. The samplers were driven into the materials at the bottom of the borehole using a 140 -pound CME automatic -trip hammer. The blow count (N -value) was recorded, which is the number of blows from the hammer that were needed to drive the sampler 1 foot, after an 7 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) �GRO s �s� initial 6 inch seating interval. Bulk samples of material to a depth of up to about 5 feet of the ground surface were collected at each boring location. Organic Vapor Meter (OVM) readings were conducted on each sample from the soil borings in accordance with Orange County Environmental Health Department requirements. An engineer from Fugro logged the subsurface soil conditions in general accordance with ASTM D2488 and packaged the samples for transport to the laboratory for subsequent testing. Locations of each exploration were recorded using a hand-held GPS device. The sample intervals, recorded N -values, a description of the subsurface conditions encountered, pocket penetrometer readings, OVM readings (in parts per million), and other field and laboratory data are presented on the boring logs in Appendix A. Following logging and sampling at each location, all soil borings were backfilled to near the ground surface with cuttings and the asphalt pavement was patched with quick -set -cement that was dyed black. Any remaining cuttings were spread onsite. 1.5.3 Geotechnical Laboratory Testing Geotechnical laboratory testing was performed on selected earth materials sampled in the soil borings to characterize the materials and to aid in estimating relevant engineering design parameters. The testing program consisted of measurement of moisture/density, compaction, grain -size, plasticity, sand equivalent, R -value, shear strength, as well as limited chemical testing (pH, resistivity, sulfates, and chlorides). The laboratory test results are presented in Appendix B - Laboratory Testing. 1.6.4 Geotechnical Evaluation/Reporting We evaluated and analyzed the field and laboratory geotechnical data, developed opinions and geotechnical engineering recommendations to aid in the design and construction of the project, and prepared this report to summarize our findings, opinions and recommendations. Our report includes the following: • Descriptions of the regional geologic setting and site-specific soil and groundwater conditions encountered in explorations advanced at the site; • Discussion of seismic setting and potential geohazards; • Summary of existing pavement sections at the drill-hole locations; • A cross section depicting the interpreted subsurface site conditions along the proposed alignment based on preliminary profiles provided by RMC; • Geotechnical design parameters for trenchless construction and pipeline design; N. CRO RMC Water and Environment February 18, 2013 (Project No. 04.61130008) • Foundation design parameters for project structural elements such as vaults or manholes; • Construction considerations; • Excavation and trenching conditions of soil units; • Evaluation of corrosion potential for buried ferrous metal and concrete; and • Suitability of excavated material for use as pipe zone backfill, trench backfill, and structure backfill material; 2.0 FINDINGS 2.1 GEOLOGIC SETTING 2.1.1 Regional Geology The project is located in the City of Newport Beach, California. The study area includes the broad southern margin of the Los Angeles Basin, which culminates abruptly with the Newport -Inglewood Uplift. This uplift is characterized by broadly warped coastal mesas of late Miocene to early Pleistocene marine sediments and late Pleistocene marine terrace deposits. The coastal mesas are deeply incised by the antecedent ancestral Santa Ana River system of late Pleistocene to early Holocene age. 2.1.2 Local Geology The project site is situated on a broad upland known as Newport Mesa that contains the central and northwestern portions of the City of Newport Beach. Newport Mesa extends southeast where it is divided from the San Joaquin Hills by stream and other erosional influences of the Newport Bay estuary system. The project site is about a mile north of the Pacific Ocean and two miles from the Santa Ana River. The site is underlain by Quaternary marine terrace deposits and alluvium. The project area is developed and the alluvial materials likely are overlain by artificial fill materials associated with roadway and other construction activities. The Newport -Inglewood fault zone is the closest such feature to the site and is located approximately 0.5 miles west/southwest of the project site. 2.2 SUBSURFACE CONDITIONS AND ENGINEERING PROPERTIES Subsurface materials encountered by the explorations generally consist of artificial fill materials and alluvial sediments to the depths explored (about 16.5 to 31.5 feet bgs). However, the two locations performed at the south end of the project area (B-7 and B-8) may have encountered Pleistocene San Pedro Formation marine deposits near the bottom of the boring. The findings from this study are generally consistent with those described in reports prepared by previous investigators that we reviewed for our preliminary geotechnical study (Fugro, 2013). 0 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 2.2.1 Artificial Fill (af) The soil borings for this project were advanced in paved roadway or shoulder areas. The pavement section generally consisted of asphalt concrete over granular base materials. In many cases the artificial fill materials existing beneath the pavement structural section were not readily distinguishable from the underlying alluvial sediments based on visual observations. However, there is a potential that the upper few feet of soil material beneath the pavement sections have been reworked and graded during road construction. With the exception of aggregate base, soils used as fill were likely derived from the underlying alluvial materials. Because it was difficult to differentiate the fill from the underlying alluvium in the project area, notations of and contacts between fill or alluvial soils shown on the logs of borings may vary from actual conditions encountered during construction. 2.2.2 Alluvium (Qal) Alluvial materials sampled in the soil borings consisted of layered coarse and fine- grained deposits. The coarse-grained, or granular, deposits generally consisted of medium dense to dense silty sand and clayey sand. Locally very loose to loose and dense silty sand and clayey sand with trace amounts of shell fragments, gravel ranging to about 2 to 3 inches in diameter, and organics (such as tree roots) were encountered. Fine-grained soils were encountered in drill holes B-4 and B-5 below a depth of about 5 feet, in B-1 between 15 and 20 feet, and in B-7 and B-8 at depths of about 30 feet (we note the fine-grained soils in B-7 and B-8 could be San Pedro Formation). The fine-grained soils generally consisted of medium stiff to very stiff fat clay, fat clay with sand, elastic silt with sand, and sandy lean clay. 2.2.3 Engineering Properties below. A summary of the general engineering parameters for the tested materials is provided • SPT N -values within the granular soils generally ranged from about 2 to greater than 50 blows per foot. Based on the field SPT N -value data, in our opinion, the consistency of the granular alluvium is variable and is generally: o Medium dense to dense within the portion of the alignment where open cut construction is planned, o Loose to dense within the portion of the alignment where pipe bursting is planned, • SPT N -values within the fine-grained soils generally ranged from about 4 to 10 blows per foot. Based on the field pocket penetrometer and SPT N -value data, in our opinion, the consistency of the fine-grained alluvium is variable and is generally medium stiff to stiff. 10 �RO RMC Water and Environment a m February 18, 2013 (Project No. 04,61130008) • Moisture -density test results indicate dry unit weights ranging from 68 to 92 pounds per cubic foot (pcf) on fine-grained samples, and 98 pcf to 127 pcf on coarse- grained samples; with moisture contents ranging from about 27 to 74 on fine- grained samples, and 8 to 29 percent for tested coarse-grained samples, • One direct shear test was performed on selected sample of granular alluvium and resulted in a measured a peak friction angle of 39 degrees and peak cohesion of 300 pounds per square foot (psf). • Two compaction tests (ASTM D1557) were performed on selected samples to assess their compaction characteristics. The tests results indicate maximum dry densities of 111 to 131 pcf and optimum moisture contents of 8.2 to 16.1 percent. • The results of the percent passing the No. 200 sieve range from about 61 to 96 percent on fine-grained samples, and from about 7 to about 49 percent on coarse- grained samples. 2.3 GROUNDWATER Review of the California Geologic Survey (CGS) Seismic Hazard Zone Report for the project area (formerly CDMG, 1997), indicates that the historic high groundwater level in the vicinity of the alignment is about 10 feet bgs. Groundwater was encountered during field exploration in six of eight soil borings at depths ranging from 12 to 25 feet bgs along the project alignment. We note that the groundwater depths indicated on our boring logs as well as those in data presented in our preliminary geotechnical report (Fugro, 2013) may not reflect seasonal, perched, or static groundwater conditions and that the actual groundwater level encountered during construction could be higher or lower than those noted herein. The invert depth of the pipeline is anticipated to range from about 8 to 25 feet below the existing ground. Considering the proposed invert depths and the groundwater conditions encountered in our borings, in our opinion, groundwater will likely be encountered in excavations required to install the proposed pipeline and construct the associated improvements. 2.4 EXISTING PAVEMENT STRUCTURAL SECTION Existing asphaltic concrete pavement thicknesses measured during this study ranged from 6.5 to 10 inches and the underlying base materials ranged from 6 to 24 inches at the locations explored. The thicknesses of the pavements and base measured at each of the soil boring location are presented in Table 2 below and on the logs of borings in Appendix A. 11 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) Table 2. Summary of Pavement Section Thicknesses Boring Asphalt Concrete (in) Base Materials (in) Approximate Station Number B-1 7.5 6.5 21 +DO B-2 6.5 6.5 23+50 B-3 8 8 27+00 B-4 8.5 6 31+00 B-5 7 7 34+00 B-6 9 9 38+00 B-7 10 8 42+50 B-8 8 24 48+50 2.5 SEISMIC CONSIDERATIONS AND GEOHAZARDS Potential geohazards that may exist within the project area are summarized below. Our opinions regarding potential geologic hazards are based on the data obtained from this study, limited existing geotechnical data, and published data provided in CGS (1997, 2009), and the City of Newport Beach (2007). 2.5.1 Faults and Ground Rupture Potential The project site is located within a seismically active area and the potential exists for strong ground motion to affect the project during the design lifetime. In general, the primary effects will be those phenomena associated with shaking and/or ground acceleration. Those effects can likely be mitigated through appropriate design and construction procedures. The proposed pipeline alignment is not located within or cross an Alquist-Priolo fault rupture hazard zone, and no known active or potentially active faults cross the project alignment. The closest active fault is the Newport -Inglewood Fault Zone and that fault is located about '/z -mile southwest of the project site. Therefore, in our opinion, the potential for fault - related ground rupture to impact the proposed pipeline is considered to be low to very low. However, there is a potential for strong ground shaking to occur at the project site as a result of earthquakes occurring on local or regional faults. 2.5.2 Strong Ground Shaking The 2008 USGS Interactive Deaggregation web site (USGS, 2008a) was used to probabilistically estimate the potential for strong ground motion at the site. Latitude N33.6256° 12 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) imcan and longitude W117.92761 was used as the input location for estimating the peak ground acceleration (PGA) and alluvial site conditions were assumed. Based on our evaluations, we estimate that a PGA for an event with a 10 -percent probability of exceedance in a 50 -year exposure period (i.e., a return period of about 475 years) is about 0.35g. Also, according to USGS (2008b), the mean moment magnitude is 6.64 at a distance of 18,11 km from the site. The shear wave velocity of the alluvium was assumed to be 270 meters per second consistent with the range of shear velocity provided in the 2010 California Building Code for Site Class D soils. 2.5.3 Liquefaction Potential Liquefaction is generally described as the sudden loss of soil strength because of a rapid increase in soil pore water pressures due to cyclic loading during a seismic event. In order for liquefaction to occur, three general geotechnical characteristics must be present: 1) groundwater must be present within the potentially liquefiable zone; 2) the potentially liquefiable soil must be granular and the grain size distribution should fall within a relatively specific range; and 3) the potentially liquefiable soil must be of low to moderate relative density. If those criteria are met and strong ground motion occurs, then those soils may liquefy, depending upon the intensity and cyclic nature of the strong ground motion. Liquefaction that produces surface effects generally occurs in the upper 40 to 50 feet of the soil column, although the phenomenon can occur deeper than 100 feet. The CGS (1997) indicates that the majority of the project area is classified as being outside the area which is susceptible to liquefaction, However, groundwater and soil materials considered susceptible to liquefaction were encountered in our explorations. Soil borings B-6, B-7, and B-8 in the southern end of the project area encountered loose to medium dense granular soil below the groundwater level. We note that blowcount measurements obtained below the groundwater level using hollow -stem auger drilling methods can be affected or impacted by flowing sand conditions. However, our findings were consistent with those reported in Law/Crandall (1997) as discussed in our preliminary geotechnical report (Fugro, 2013). Therefore, in our opinion, there is a potential for liquefaction to occur in the southern portion of the alignment. In addition, there is a potential for liquefaction to occur in other portions of the alignment below the depths explored for this study. 2.5.4 Seismic Settlement Seismic settlement can occur in dry cohesionless soils as a result of the rearrangement of soil particles and densification caused by the shaking. Settlement can also occur as a result of liquefaction occurring below the groundwater level. We anticipate that seismic settlement at the site would likely result from a combination of liquefaction -related settlement and densification of dry cohesionless soils (sand, silty sand, etc.) from earthquake shaking. Based on the sampler blow count data from our soil borings, we estimate that seismic settlements in the project area from a design -level earthquake (475 -year return period) would likely be less than about an inch. 13 RMC Water and Environment can February 18, 2013 (Project No. 04.81130008) 2.5.5 Lateral Spreading Considering the absence of free faces near the proposed pipeline, the current soil and groundwater conditions and the estimated liquefaction hazard, in our opinion, the potential for lateral spreading appears to be low. However, the risk of lateral spreading would be greater if the groundwater level was to rise in the future to within about 10 feet of the ground surface. Therefore, the risk of lateral spreading should not be considered nonexistent. 2.5.6 Tsunami 1 Flooding The project site lies adjacent to Newport Bay at an elevation of between about +35 feet to +85 and the potential for flooding to impact the project area is small. If considered a potential hazard, flooding should be evaluated by the project's civil engineer. The project area is in close proximity to the ocean however, the mapped tsunami inundation area (CGS, 2009) does not extend into the project area indicating that the potential tsunami hazard can be considered low. 3.0 RECOMMENDATIONS 3.1 GENERAL The geotechnical conditions in the project area were evaluated from the soil borings excavated for this study and from our review of existing geotechnical data as referenced herein. Geotechnical engineering recommendations for the project generally address the open cut portions of the pipeline and the trenchless or pipe bursting construction. Geotechnical conditions within the alignment primarily consist of interlayered medium dense to dense coarse- and medium stiff to stiff fine- grained alluvial or marine terrace materials as sampled in the soil borings. Groundwater was encountered at depths ranging between 12 and 25 feet (bgs) in six of the eight borings advanced for this study, Data reported in CGS (1997) is generally consistent with data from our study and suggests that historic high groundwater may be within about 10 feet of the ground surface. 3.2 EXCAVATIONS 3.2.1 Excavation Conditions The earth materials encountered in the soil borings excavated for this study consist primarily of interlayered silty sand and clayey sand. Fat clay soils were encountered in borings B-4 and B-5 and to a lesser extend in borings B-1, B-7, and B-8. In our opinion the granular soils are susceptible to caving. Therefore, appropriate shoring or laying back of trench walls should be utilized to reduce the potential for caving of trench excavations, access pits, and manhole excavations. 14 CRO RMC Water and Environment February 18, 2013 (Project No. 04.61130008) Based on our observations during drilling, we anticipate that conventional heavy grading equipment in good working order should be capable of excavating the earth materials encountered along the alignment. However, smaller equipment may be necessary where working space is limited. 3.2.2 Trench Subgrade and Stabilization Depending on the subgrade moisture conditions, groundwater levels at the time of construction, and construction activities near the bottom of the excavation, localized unstable or pumping subgrade conditions could be encountered. If pumping subgrade conditions are encountered, measures should be taken to stabilize the trench subgrade prior to placing pipe bedding or fill material. In addition, the excavations should be protected against rainwater and surface water runoff, and efforts should be made to maintain a dry, workable trench subgrade. In addition to overexcavation for pumping/unstable subgrade, additional overexcavation may be required below the proposed trench bottom to remove loose, soft, or unsuitable materials. The contractor, after considering input from the design engineer, geotechnical engineer, and owner, should be responsible for design and implementation of trench subgrade stabilization techniques. Some methods that have been used successfully to stabilize trench subgrade consist of: • Rock stabilization. The exposed unstable subgrade can be excavated and a geotextile fabric or biaxial geogrid can be placed along the excavation bottom and covered with at least 1 foot thick of compacted processed miscellaneous base (PMB) conforming to the requirements of Section 200-2.5 of the Standard Specifications for Public Works Construction (i.e. Greenbook 2003 edition). One - inch crushed gravel can be used in lieu of PMB; however, a layer of non -woven filter fabric (such as Mirafi 180N) should be placed over the gravel to separate the gravel from the overlying fill. Trench plugs should be provided to prevent lateral migration of water through the gravel stabilization layer. • Controlled Lean Slurry _Mix. The exposed unstable subgrade can be overexcavated and replaced with controlled lean slurry mix (or 2 -sack sand -cement slurry). On the basis of our past experience with unstable trench subgrade conditions, the placement of about 1 foot of gravel may be required to provide subgrade conditions that are suitable for the placement of pipe bedding and pipe zone backfill material. PMB materials used for stabilization should be compacted to a minimum of 90 percent relative compaction as determined by American Society for Testing and Materials (ASTM) D1557. Gravel used for stabilization should be wheel -rolled or vibrated in place until no reduction in volume is observed. Filter fabric materials should encapsulate the gravel stabilization layer, 15 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 3.2.3 Dewatering Groundwater was encountered at 12 to 25 feet during drilling at the exploration advanced for this study and we understand that the historic high groundwater is about 10 feet bgs. We recommend that provisions for dewatering be incorporated into the project documents. . The dewatering system used for the project should be designed, installed and maintained by an experienced company specializing in groundwater dewatering systems and the system be capable of lowering the groundwater surface to a depth of at least 3 -feet below the required depth of excavation. Groundwater levels should be maintained below any point on the excavated surface (defined by the elevation of any overexcavated surface) and should provide excavation sidewalls free of groundwater seepage. Excavations for the project should not be made until it can be confirmed or demonstrated that the groundwater level has been lowered as required. Dewatering operations will require permitting in accordance with National Pollutant Discharge Elimination System (NPDES) regulations and possibly other local permits. 3.3 OPEN CUT CONSTRUCTION AND EXCAVATIONS 3.3.1 Trenching and Temporary Excavations Excavations more than 4 feet deep should be sloped, shored, or shielded in accordance with federal and state standards, project specifications, and safe construction practices. The contractor is responsible for providing and maintaining safe excavations, according to Occupational Safety and Health Administration (OSHA) regulations. In areas where the right-of-way is of sufficient width, temporary excavations could potentially be laid back. Fat clay and sand with varying amounts of silt, clay and gravel (OSHA Type C soils) were encountered in the soil borings. Therefore per OSHA's 29 CFR Part 1926, unsupported excavations in these soils that are free from groundwater seepage should be sloped no steeper than 1.5(h):1(v). In addition, flatter slopes may be warranted depending on exposed soil conditions. Temporary excavations should be monitored for stability during construction and be modified, if necessary. Excavations lacking adequate sidewall support could move or become unstable and result in damage to existing improvements and utilities adjacent to the pipeline trench or excavations. The use of unshored excavations will limit traffic access near the top of temporary slopes. Where there is insufficient width or where other factors would prohibit the use of temporary construction slopes, an excavation shoring system will likely be required. Based on our discussion with the project team, we understand limited space will be available for construction on this project and vertical trenches will be required, The selection, design, and installation of any shoring system needed for the project should be made by the contractor, in accordance with OSHA regulations and good construction practice and pipe manufacturer's recommendations. 16 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) Trench box -type shoring systems can be used to provide for the safety of personnel working in the relatively shallow excavations (generally less than about 20 feet). However, because a space between the excavation side wall and the trench box is required for installation, trench boxes are usually not placed in contact with the soil and do not provide for stability of the side walls. This allows the side walls to deform, slump, ravel or erode to fill the initial space between the trench box and the recently excavated side walls. Movement, slumping, or erosion of the soil from the side wall can potentially result in distress to pavements, adjacent structures, or adjacent utilities and could make subsequent removal of the trench box difficult. Because of these issues, in our opinion, care should be taken when using trench box - type shoring systems especially in areas where utilities or critical surface improvements exist proximal the excavation. Where trench boxes are used, the contractor should take measures to fill the initial space between the side wall and the box and use caution when removing the box. Backfill should be placed in stages as the boxes are removed from the excavation. Trench box must be kept above the pipe zone or the pipe zone slurried as the shields are raised. In areas where ground movements from excavations need to be small or cannot be tolerated, more robust shoring systems will be required. Those systems could potentially consist of typical cantilevered and braced sheet piling (push in type), cantilevered soldier beam and lagging/plate systems. Other systems can be used such as cantilevered or braded auger cast or jet grouted secant pile walls, slurry diaphragm walls, or cement deep soil -mixed walls. However, those systems typically remain in-place following construction. Lateral pressures applicable for the design will depend on the type of shoring system selected by the contractor, surcharge loads due to construction equipment and traffic, and any dewatering methods that are used. The following geotechnical engineering parameters are provided for consideration in the design of temporary shoring and access pits. Fugro can provide additional guidance for the design of temporary shoring after the contractor has selected the type of shoring to be used for the project. The contractor should review those parameters during design and construction to evaluate whether the parameters are appropriate for the design and provide additional testing, exploration, and or evaluation, as needed. Table 3. Preliminary Soil Parameters for Temporary Shoring Design Soil Unit Total Soil Weight (pof) Estimated Friction Angle (0) Estimated Cohesion (Psf) Coarse-grained Alluvium 125 32 0 Fine-grained Alluvium (short-term loading) Undrained shear strength = 1000 to 1500 psf Fine-grained Alluvium (long-term loading) 110 20 300 17 AMRMC Water and Environment February 18, 2013 (Project No. 04.61130006) W�Nl 3.3.2 Operations To help reduce the potential for caving/sloughing of the temporary sloped excavations from construction equipment and/or traffic vibration, we suggest that the contractor maintain a setback equal to the depth of the excavation. If this setback is not available, then surcharge loading on the shoring will need to be included. This is a general guideline and may need to be modified in the field for specific geotechnical conditions. However, if local soil conditions create a sidewall-stability hazard, the contractor should consult with a geotechnical engineer to evaluate alternative minimum distances needed between the edge of the excavation and construction equipment, vehicle traffic, and stockpiled materials, so that the potential for sidewall instabilities can be minimized. In areas adjacent to shored excavations, surcharge loading from equipment and materials should be considered in the design of the temporary shoring. 3.4 TRENCHLESS CONSTRUCTION 3.4.1 Pipe Bursting We understand that trenchless construction methods may be used for pipeline upsizing near the bottom of the system (MH -145 to MH -025). Recommendations for temporary excavation provided above are applicable to access pit excavations. Pipe bursting has effects on the surrounding environments, including potential ground displacement especially in areas with inadequate or minimal soil cover. The potential for ground displacement depends primarily on. degree of upsizing, type and compaction level of the existing soil around the pipe, and depth of bursting (USACE, 2001). In the area where pipe bursting is proposed, the soils are coarse- grained or granular deposits generally consisting of loose to dense silty and clayey sand. These conditions were discussed with pipe bursting contractor IPR-West/Repipe (personal Communication, January 17, 2014). IPR-West/Repipe indicated that pneumatic methods are problematic in sandy soils because the hammer action can cause settlement around the pipezone. Static bursting methods they stated, although slower and less productive, are often better suited for sandy soils; and pipe bursting is generally good for clayey soils, not ideal for sandy soils, and bad for rock. Review of the subsurface exploration data in the southern end of the proposed project area indicate silty and clayey sand with varying amounts of gravel to depths of about 31.5 feet. Historical explorations presented in our preliminary report (Fugro, 2013) also make note of a small amount of gravel (10%) and few cobbles to 6 inches in diameter. Groundwater was encountered during our recent field exploration at elevations above or near the pipeline invert. 3.4.2 Monitoring of Trenchless Construction Ground settlement or heaving could occur from excavations and pipe bursting operations. The proposed equipment, procedures, and the contractor's quality control procedures should be selected and the work performed in a manner that does not adversely 18 CRO RMC Water and Environment February 18, 2013 (Project No. 04,61130008) Ron � impact the existing road surface or other infrastructure. As such, care should be taken to determine required ground deformation tolerances and develop procedures for construction operations for the various types of infrastructure above or adjacent to the work. The owners of the existing infrastructure may have construction constraints and/or requirements for the type of work proposed, and special provisions pertaining to construction methods and monitoring should be anticipated. The project specifications should require the contractor to submit a detailed plan of the monitoring program and pipe bursting procedures. Although unlikely considering the depth of cover above the pipe, if deformations from pipe bursting are detected, modifications to the work may be required to prevent excessive settlement or heave. If the heave or settlement exceeds acceptable levels, then mitigation and repair to the roadway, sidewalks or other improvements, may be required. 3.5 FILL MATERIALS 3.5.1 General Fill Fill, backfill, and embankment materials shall be suitable selected or processed clean, fine earth, rock, or sand, and free from grass, roots, brush, or other vegetation; contamination; or deleterious material. On the basis of the data from our explorations and review of previous soil borings, we estimate that a large percentage of the on-site soils in the upper reaches of the proposed project area where open -cut construction techniques are planned should meet the above criteria for general fill. 3.5.2 Imported Fill Imported fill materials may be used for general fill or select fill (bedding, pipe zone, trench backfill), provided that the imported fill satisfies the requirements for its intended use. Imported fill material should be evaluated by the geotechnical engineer to verify suitability for its intended use. 3.5.3 Bedding and Pipe Zone Materials Bedding and pipe zone backfill consist of material placed beneath and around the pipe. Unless OCSD or other agencies have more stringent requirements, soil materials used for pipe bedding should consist of imported granular soils with a sand equivalent of at least 30 and should meet the Greenbook requirements for pipe bedding and pipe zone backfill, Backfill should be placed in loose lift thicknesses no greater than 8 inches and mechanically compacted. Bedding and pipe zone backfill should be compacted to at least 90 percent relative compaction as determined from ASTM D1557. Bedding should extend at least 12 inches below the pipe and extend at least 12 inches above the pipe. 19 CRO RMC Water and Environment February 18, 2013 (Project No. 04.61130008) L The trench width should be sufficient to allow compaction equipment to operate between the pipe springline and trench wall. We recommend that jetting or flooding of pipe zone materials not be allowed. 3.5.4 Trench Backfill Material Trench backfill consists of material placed above the pipe zone backfill and, in paved areas, extends to the base of the pavement structural section. Unless OCSD or other agencies have more stringent requirements, soil materials used for pipe trench backfill should consist of granular soils with a sand equivalent of at least 20 and should meet the Greenbook requirements for trench backfill. Alternatively, 2 -sack sand cement slurry can be used for trench backfill, if approved by RMC and the OCSD. The upper 12 inches of trench backfill placed below the asphalt concrete pavement should consist of asphalt base course (ABC) followed by 2.5 feet compacted sub base material compacted to 95 percent relative compaction.. Placement of this material should be in accordance with Standards of Orange County Sanitation District (Standard Drawing S-010) as appropriate, and Greenbook specifications. In general, backfill should be moisture conditioned to within 2 percent of optimum, placed in loose lift thicknesses no greater than 8 inches, and mechanically compacted. Trench backfill should be compacted to at least 90 percent relative compaction, as determined from ASTM D1557. We recommend that jetting or flooding of pipe trench backfill materials not be allowed. We anticipate that some of the onsite granular soils within the open -cut portion of the project will meet the minimum sand equivalent requirements for trench backfill. However, some selective screening and processing of the soils may be required. 3.5.5 Backfill and Other Loads on Pipes Backfill loads on the pipes will depend on the pipe type (i.e., rigid or flexible), geometrical conditions (embankment or trench configuration), depth of backfill, and on the characteristics of the backfill and in situ soils. For design purposes, we recommend that a total unit weight of 125 pcf be used to estimate backfill loads. Appropriate pipe design references should be consulted to determine other pipe design parameters. Other external loads on the pipes come from construction activities, loads related to traffic, or other post -construction land uses. The pipes should be designed to resist the imposed loads with an added factor of safety and for an appropriate limiting deflection. The pipe may be subjected to surcharge pressure line loads and point loads due to construction activities and traffic, and those loading conditions should also be considered in the design of the pipe. 20 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 3.5.6 Pipeline Uplift Considerations Portions of the proposed pipelines may be subjected to hydrostatic uplift pressure from groundwater when the pipelines are empty. We recommend that the potential for uplift of the pipelines be considered. Because shallow groundwater conditions have been reported in the past, we recommend that the depth to groundwater be assumed at a depth of about 10 feet bgs when evaluating pipeline uplift. Uplift resistance can be provided by the weight of soil above the pipe and the soil frictional resistance. The weight of soil above the pipeline should be assumed to be 125 pcf for soil above the water level and 60 pcf (buoyant weight) for soils below the ground water level. The ultimate frictional resistance of a rectangular soil prism (soil -soil interface) for saturated (undrained) conditions can be assumed to be 15 pounds psf per foot of depth, 3.6.6 Modulus of Soil Reaction Flexible and semi-rigid pipes are typically designed to withstand a certain amount of deflection from the applied earth loads. Those deflections can be estimated with the aid of equations developed by Howard (1995). We suggest an E' -value of 2,500 pounds per square inch for project design. The E' -value is for a combined trench/pipeline system that includes a minimum of 24 inches of compacted pipe -zone material around the pipeline and is applicable for use with the Reclamation equation (Howard, 2006). 3.6 VAULTS AND MANHOLES 3.6.1 Allowable Bearing Capacity and Static Settlement We anticipate proposed vaults and manholes will consist of below -grade structures with concrete walls and concrete foundations. The foundation level for the structures is anticipated to be about 10 to 25 feet below the existing ground surface. On the basis of our experience with similar structures, in our opinion, the proposed vaults can be supported on concrete mats founded on the undisturbed native alluvium, or to at least 90 percent relative compaction, as determined from ASTM D1557, if disturbed. We recommend a maximum allowable (net) bearing pressure of 2,000 psf be used for the design of the proposed foundations. The maximum allowable bearing pressure is considered applicable to a mat -type foundation slab and can be increased by one-third when considering short-term wind or seismic loads. We estimate that total static settlements of the proposed manholes and vault structures will be less than 1 inch. 3.6.2 Uplift Resistance Vaults and manholes could be subject to uplift forces given the groundwater conditions observed along the alignment. The magnitude of the uplift pressure acting on the vault will depend on the groundwater level at the structure location. Based on the explorations conducted for the project and on historic data, groundwater levels of 10 feet bgs should be considered. 21 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) Although unlikely, we cannot rule out the possibility of groundwater conditions changing over time due to land use changes, groundwater pumping, or seasonal conditions. In our opinion, vaults, manholes, and piping should be checked for uplift assuming that groundwater is present at a depth of about 10 feet bgs. For this scenario, we recommend a minimum factor of safety of at least 1.25 be used. The uplift forces may be resisted by: 1) the gross weight of the structure; 2) friction between soil interfaces for structures with footing extensions; and 3) the weight of soil located above footing extensions beyond the outside walls of the structures. The frictional resistance can be estimated to increase linearly with depth. We recommend an ultimate frictional resistance of 35 psf per foot of depth be used for soil interfaces above the groundwater level. For soil below the groundwater level, the rate of increase in the frictional resistance should be assumed at 15 psf per foot of depth. If footing extensions are used, the potential wedge of soil providing resistance to uplift should be considered to be bounded by the outside walls of the structure and a vertical plane extending up from the edge of the footing extension. A unit weight of 125 pcf should be used to estimate the weight of unsaturated soil above the footing extensions. For soils below the groundwater level, a unit weight of 60 pcf should be used. 3.6.3 Lateral Earth Pressures Static Earth Pressures. Retaining structures that are unable to rotate or deflect laterally (e.g., restrained below -grade or basement walls) are referred to as restrained or rigid walls. We have assumed that the below grade walls for vaults and manholes will be rigid and should be designed for at -rest conditions. Lateral earth pressures (equivalent fluid weights) for design of the proposed vault and miscellaneous wails are provided in Table 4 - Equivalent Fluid Weights for Developing Lateral Earth Pressures. Table 4. Equivalent Fluid Weights for Estimating Lateral Earth Pressures The equivalent fluid weight for undrained conditions accounts for the buoyant unit weight of soil and includes the unit weight of water. In general, we recommend that undrained conditions be assumed below a depth of 10 feet unless perimeter subsurface drainage devices are provided. If the drainage devices are constructed, drained conditions can be assumed above the drainage devices and undrained conditions should be used below that level. 22 Equivalent Fluid Weights (pounds, pcf) Backfill Slope At -Rest Conditions Inclination Behind Wall Drained Undrained Level Granular Backfill 60 95 The equivalent fluid weight for undrained conditions accounts for the buoyant unit weight of soil and includes the unit weight of water. In general, we recommend that undrained conditions be assumed below a depth of 10 feet unless perimeter subsurface drainage devices are provided. If the drainage devices are constructed, drained conditions can be assumed above the drainage devices and undrained conditions should be used below that level. 22 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) �CRIO The estimated equivalent fluid pressures should be applied to a vertical plane passing through the backmost extension of the wall. The height of the vertical plane should extend from the point where the vertical plane intersects the ground surface down to the elevation of the lowest retaining wall foundation. We recommend materials placed as backfill adjacent to the manholes or vaults consist of onsite or imported granular soil with less than 30 percent passing the No, 200 sieve and have a sand equivalent of at least 20. Where manholes are backfilled with slurry, the slurry should be placed in stages to avoid creating uplift for the manhole. The manhole should be designed for the equivalent fluid weight of slurry, approximately 130 pcf. 3.6.4 Sliding and Passive Resistance Sliding resistance generated through a concrete -on -soil interface may be computed by multiplying the total dead weight structural loads by the coefficient 0.35. Passive resistance developed from lateral bearing of shallow foundation elements bearing against level compacted fills or undisturbed native soils can be determined using an equivalent fluid weight of 350 pcf for drained conditions and 150 pcf for undrained conditions (i.e. below the groundwater level). Frictional resistance and passive pressure may be used together without reduction in evaluating foundation sliding. A minimum factor of safety of 1.5 is recommended for foundation overturning and sliding. 3.7 SOIL CHEMISTRY AND CORROSION 3.7.1 Test Results One soil sample obtained from B-3 was provided to Cooper Testing Laboratories for resistivity, pH, chloride, and sulfate testing. Test results are presented below in Table 5. The laboratory test report is included in Appendix B. Table 5. Summary of Chemical Test Results Drill USCS. Classification Depth Sulfate Chloride Resistivity pH Hole (feet) (percent) (ppm) (ohm -cm) B-3 SC 10 0.0067 484 789 7.9 3.7.2 Corrosion and Cement Considerations The resistivity values suggest that existing onsite sandy soil materials are corrosive to underground steel. If applicable, the test results should be evaluated by a corrosion engineer to determine how underground utilities should be protected from corrosion. 23 can RMC Water and Environment February 18, 2013 (Project No. 04.61130008) e� The cement type should be selected with consideration of the sulfate content of the tested soils. Available sulfate content data suggest that, per Table 4-3-1 of ACI 318 (2005), Type II cement can be used for concrete that will be in contact with onsite soils. 4.0 LIMITATIONS 4.1 REPORT USE This letter report has been prepared for the exclusive use of RMC Water and Environment and the Orange County Sanitation District for the design and construction of the proposed District 6 Trunk Sewer Relief Project in Newport Beach, California. The findings, conclusions, and recommendations presented herein were prepared in accordance with generally accepted geotechnical engineering practices of the project region. No other warranty, express or implied, is made. Although information contained in this report may be of some use for other purposes, it may not contain sufficient information for other parties or uses. If any changes are made to the project as described in this report, the conclusions and recommendations in this report shall not be considered valid unless the changes are reviewed and the conclusions and recommendations of this report are modified or validated in writing by Fugro. 4.2 POTENTIAL VARIATION IN SUBSURFACE CONDITIONS Earth materials can vary in type, strength, and other geotechnical properties between points of observations and exploration. The soil borings performed for this study were spaced along the proposed pipeline alignment, as shown on Figure 2 and Chart 1. Therefore, there is a potential for variation in the consistency, density, and strength/hardness of the materials. There is also potential for oversized materials (greater than 8 inches in diameter), perched water, zones of poorly consolidated soils to be present, or other conditions not indicated in the logs of borings. Additionally, groundwater and soil moisture conditions also can vary seasonally or for other reasons. Moreover, we do not and cannot have a complete knowledge of the subsurface conditions underlying the site. If significant variation in the geologic conditions is observed during grading, we recommend that the geotechnical engineer, in conjunction with the project designer, evaluate the impact of those variations on the project design. The conclusions and recommendations presented in this report are based on the findings at the points of exploration, interpolation, and extrapolation of information between and beyond the points of observation, and are subject to confirmation (to the extent possible) based on the conditions revealed during construction. 4.3 HAZARDOUS MATERIALS We performed Organic Vapor Meter (OVM) readings during the collection of soil samples, however, this report does not provide information regarding the presence of hazardous/toxic materials in the soil, surface water, groundwater, or atmosphere. 24 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 4.4 LOCAL PRACTICE In performing our professional services, we have used generally accepted geologic and geotechnical engineering principles and have applied the degree of care and skill ordinarily exercised under similar circumstances by reputable geotechnical engineers currently practicing in this or similar localities. No other warranty, express or implied, is made as to the professional advice included in this report. 4.5 PLAN REVIEW We recommend that Fugro be provided the opportunity to review and comment on the geotechnical aspects of any project plans and specifications prepared for the project before they are finalized. The purpose of that review will be to evaluate if the recommendations in this report have been properly interpreted and implemented in the design and specifications. 4.6 CONSTRUCTION MONITORING Users of this report should recognize that the construction process is an integral design component with respect to the geotechnical aspects of a project, and that geotechnical engineering is inexact due to the variability of natural and man -induced processes, which can produce unanticipated or changed conditions. Proper geotechnical observation and testing during construction is imperative in allowing the geotechnical engineer the opportunity to verify assumptions made during the design process. Therefore, we recommend that Fugro be retained during pipeline construction to observe compliance with project plans and specifications and to recommend design changes, if needed, in the event that subsurface conditions differ from those anticipated. 25 RMC Water and Environment February 18, 2013 (Project No. 04.61130008) 5.0 REFERENCES American Concrete Institute (2005), Building Code Requirements for Structural Concrete and Commentary 318-05. American Society of Testing and Materials (ASTM) (latest edition), ASTM Caltrans Annual Book of Standards. California Building Code (2010), "2010 California Building Code," published by the International Conference of Building Officials, Whittier, California. California Division of Mines and Geology (CDMG, 1997), Seismic Hazard Zone Report for the Anaheim and Newport Beach 7.5 -Minute Quadrangle, Orange County, California, Seismic Hazard Zone Report 03. _ (2009), Tsunami Inundation Map for Emergency Planning, Newport Beach Quadrangle, Orange County, California. Fault Map, City of Newport Beach (2007). Fugro Consultants, Inc. (2013), Preliminary Geotechnical Letter Report, District 6 Trunk Sewer Relief Project, Orange County Sanitation District Project No. 6-17, dated August 12. "Greenbook" Standard Specifications for Public Works Construction (2006), Published by BNI Building News, Los Angeles, California. Howard, A.K., Kinney, L., and Fuerst, R. (1995), "Prediction of Flexible Pipe Deflection," prepared for U.S. Department of the Interior, Bureau of Reclamation, Technical Service Center, Denver, Colorado, January 31. Howard, Amster (2006), "The Reclamation E' Table, 25 Years Later," Paper presented at Plastics Pipe XIII International Conference, Washington DC, October 2-5. Law/Crandall (1997) Report of Geotechnical Investigation, SR55 (Newport Boulevard)/SR1 (Pacific Coast Highway) Interchange, Newport Beach, California, Leroy Crandall Associates (1971) Report of Foundation Investigation, Proposed Parking Structure for the Hoag Memorial Hospital, 301 Newport Boulevard, Newport Beach, California. Nadim, F. and Whitman, R.V. (1992), Seismic Analysis and Design of Retaining Walls, ASME, OMAE, Volume 11, Safety and Reliability. Occupational Safety and Health Administration (1926), Subpart B - Excavations, Table V:2-1 "Allowable Slopes." 26 �CRn RMC Water and Environment e February 18, 2013 (Project No. 04,61130008) Seed, H.B., and Whitman, R.V. (1970), Design of Earth Retaining Structures for Dynamic Loads, ASCE Specialty Conference on Lateral Stresses in the Ground and Design of Earth Retaining Structures, Ithaca, New York, pp, 103-147. U.S. Army Corps of Engineers (2001), Guidelines for Pipe Bursting, TTC Technical Report #2001.02. USGS (2008a), http:llgeohazards.usgs.gov/cfusicn/hazfauIts searchlhf search main.cfm (2008b), https:Hgeohazards.usgs.gov/dea.ggint/2008/ 27 FLIGRO CONSULTANTS, INC. FIGURES Dun I ME. m_f RMC Water and Enviornment Project No. 04.61130008 118°0'0" W 11755'0'W 117'50'0'W it li r I i I FVa In I r �1' !! % Marina C hi ca 9. �. ,i f', �` Ak Stub 3 ices II ., ve TalbortAve I 11 5 ear Tustin ii W MacArthur Blvd- i..- 5 b. Id f P p Ellis Ave�uut I I� A -da, ky f .. riarGold AveIrV u� Suacliff ..._airy.//i h °fy Country, ° Y Bakerr 11.1 sr: J( j. Pk wy clot, 'Huntington m 44 BB'dC.li(Adams A4e Orc,rn3 { Mrchl .�ITJ yf �Q Or t f! z Costa �+ �aouago ,� f rairvR.4. Mesa ' F'ark. 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LeqLegendSoil • As -bum Ba„ng Lacaaon Types L aan CEAY 5 SRIA <,t� SPT N1ALe eY' @ �tRO 100 a6R� Fw.r G.- d [ =.., LM A�Mt CA 9Mli `A f;� RI EtWl7lLa1W GEODETIC INFORMATION ]tUENJ C4a,HpULF eEv,au,xrwa etN rvaoo Approximate Bpnng LacaOanmlu yi7 cy� iSu, _ _ � Fa. O19}Ta61VE �I.— wwTapammwresam -4 RNE•aE MTrFNM MJ$112+0a ZUJ •r IOY plAen lL•w1Cl0nda011971,1977) ■FS C1ATlExA {T;x'Gr•••MS•v btsul G�Waer Le'.el [[LeMapgryl 0E0•MOIO IxaLCrgra w,lEmconr.'AM.E coir � SUE C•E6pbM lfa'E.V•EN • E%nbng Man Hal• It rTygE7M9n i2 •. ■ E#GUTwO,5uA1GM 11 •rp+a4x'R'�•a'• SITE EXPLORATION PLAN AND PROFILE E•, SE ErL i!•,l 6b,.F4assesr ® Propasee N- Man Hole ... sE,�-.... c<o-ws.;.aa�.s.a T�-za�.n T•w • PloposeEMan Hoge Relxauan ■ s.bT •a,xMa,c,el District 6 Trunk Sewer Relief Project Mass - ••.•'.•.. ; F... U,eAagn-M ■ SiIML) Newport Beach, California ! CIea NLI[,a ■ Eris aa�a, SaW ST, W, E.m'g 0 ]EO 5® PROJECT - ce=•�.�: AREA `..^*aY t cmyoT anNS fsci F»[ o -p Open CIR F,pa 8,151 GneN. 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APPENDIX A FIELD EXPLORATION RMC Water and Environment Project No. 04.61130008 CLASSIFICATION AND MATERIAL SYMBOLS MAJOR DIVISIONS MAJOR GROUP NAMES PER ASTM D2458-06 AND MATERIAL SYMBOLS (Rotary -cut) (-riven)California 2-718" ID California tN~ Well -Graded GRAVEL (Driven) 111� (Driven) Clean gravels)M. 2" O- 2-318" ID 1.718" ID GRAVELS less than 5% fines 2-112" OD Poorly Graded Pitcher Barrel •GRAVEL Osterberg II{II (Pushed) a (Rotary -cut) (Piston) SILTY GRAVEL O v buff RON 5D%Or CU4r6ErMCTM NmIZETN 5DI N S Gravels wllhmore 2.718" ID 3" OD than 12%fineszeo ►CLAYEY GRAVEL �= SAN❑ Clean sandWelt-Graded less than 5% SANQS r.nesSPPoorly Graded SAND U SM SILTY SAND b+xm nm sos of 06VSE FruLTON vnssM nv 4 SIEVESands with more than SC CLAYEY SAND 12% lines ML SILT SILTS AND CLAYS - J CL Lean CLAY co w > Liquid Limit Less than 50% C1 a OL ORGANIC SILT 1 r f Z E" oz MH Elastic SILT w SILTS AND CLAYS Fat CLAY Z CH LL Uquid Limit Greater then 50% OH ORGANIC CLAY HIGHLY ORGANIC SOILS PT Peat or Highly Organic Soils Notes: OTHER MATERIAL_ SYMBOLS Classification of soils on the boring logs is in general accordance with ASTM D2488, or Debris or Mixed Fill D2487 if appropriate laboratory data are available. The geologic formation is noted in bold font at o— O -m 07 Pavement with Aggregate the top of interpreted interval on the boring logs. Base SAMPLER TYPE 101 GeobarrO SPT F79 Modified Fn Modified (Rotary -cut) (-riven)California 2-718" ID California See log for size 1-319'10 (Driven) 111� (Driven) (Pushed) 2" O- 2-318" ID 1.718" ID 3" OD 2-112" OD Shelby Tube Pitcher Barrel Osterberg II{II (Pushed) a (Rotary -cut) (Piston) II{ 2-718" ID `= 2.718" ID 2.718" ID 3" OD 101 GeobarrO Rock CoreVibracore 0 to 4 (Rotary -cul) (Rotary -cut) (Vibrated) 2-718" ID See log for size See log for size Push -core Collected from Other (Pushed) Auger See log for details See log for size Note: Refer to text of report for additional details or other sampler types. Una BLOW COUNT Number of blows required to drive sampler each of three 6 -in. Intervals, as measured in the field (uncorrected). An SPT hammer ( 140 Ib., falling 30 -in.) was used unless otherwise noted on the boring log. For example: Blow Count Description 5 5, 7, and 8 blows for first, second, and third interval, 7 respectively. 8 35 35 blows for the first interval. 50 blows for the first 3 inches of 5013" the second Interval. Lack of third value implies that driving was stopped 3 inches into the second interval. W OH "W OH" indicates that the weight of the hammer was sufficient W OH to advance the sampler over the first two intervals. 5 blows 5 were required to advance the sampler over the third interval. N -VALUE The N -Value represents the blowcount for the last 12 inches of the sample drive if three 6 -'inch intervals were driven. N -value presented is independant of impact energy. If 50 hammer blows were insufficient to drive through either the second or the third Interval, the total number of blows and total length driven are reported (excluding the first interval). "ref' (refusal) indicates that 50 blows were insufficient 10 drive through the first 6 -inch interval. Parenthesis indicate that an approximate correction has been applied for non -SPT drive samplers. For example, a factor of 0.63 is commonly used to adjust blow counts obtained using a 3 -inch outside diameter modified California sampler to correspond to Standard Peneteration Test. UNDRAINED SHEAR STRENGTH A value of undrained shear strength is reported. The value is followed by a letter code indicating the type of test that was performed, as follows: U - Unconfined Compression Q - Unconsolidated Undrained Triaxial T - Torvane P - Pocket Penetrometer M - Miniature Vane F - Field Vane R - R -value OTHER TESTS Field or laboratory tests without a dedicated column on the boring log are reported in the Other Tests colomn. A letter code is used to indicate the type of test. For certain tests, a value representing the test result is also provided. Typical letter codes are as follows. Additional codes may be used. Refer to the report text and the faboratory testing results for additional information, k • Permeability (cm/s) Consol - Consolidation Gs - Specific Gravity MA - Particle Size Analysis El - Expansion Index OVM - Organic Vapor Meter WATER LEVEL SYMBOLS Y Initial water level T Final water level ti Seepage encountered CONSISTENCY OF COHESIVE SOIL CONSISTENCY ONORAINED SHEAR STRENGTH {KIPS PER SQUARE FOOT) Very Soft < 0.25 Soft 0.25 to 0.50 Medium Stiff OLD to 1.0 Stiff 1.0 to 2.0 Very Stiff 2.0 to 4.0 Hard > 4.0 Note: In absence of test data, consistency has been estimated based on manual observation. INCREASING MOISTURE CONTENT 1 Dry Moist Wel APPARENT DENSITY OF COHESIONLESS SOIL APPARENT N -VALUE DENSITY Very Loose 0 to 4 Loose 5109 Medium Dense 10 to 29 Dense 30 to 49 Very Dense ? 49 TERMS AND SYMBOLS USED ON BORING LOGS PLATE A-1 A-1 - RMC Water and Environment GRD Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 21.5 ft BACKFILL: Cuttings DEPTH TO WATER: 20.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhaii, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-1 District 6 Trunk Sewer Relief Newport Beach, California A-2 W p ._ LOCATION: 4 a F a N 33.63015 W 117.92604 o ui 0) j Ld > SURFACE EL: 66.0 ft+I- (rel. NAVD88 datum) n F O W w w ' aJ Cr �� Wd W F t?�J U)� Q w n� W,n N d pw Ja ¢� a= �p WW F -z aao p° Wit= F, %� N© qa�Z l❑LnW UJ x w o �v}i vdi ina zoui MATERIAL DESCRIPTION a 5 o v o f a? z h o r ARTIFICIAL FILL (af) • Asphalt Concrete (7.5"} ..............................................• ............ Base 6.5" 64 : , :.. B01 .................................... I........ I .............. . Silty SAND (SM): dark yellowish brown, dry ........................................................... 62 ... ... ... .-. .., ........ .......... 5 6 02 {15) a ALLUVIUM (Qal) 118 13 29 OVIV = 0,8pprr 60 ::. „ 13 ia" CLAYEY SAND (SC): medium dense, dark brown, dry .............. .............. .............. .............. ................... ................... ..... •..... ...... I....... •. 56 to -.:. 3 � 03 66 12 .... .... .............. ... ........ ..... 54 ... ... .............. ................... .......... 129•....1.0.. •...•.......................... vM.=..1'QPP .'SO4 (s) 1a' 5z... ................... .......... 15 z SANDY Lean CLAY (CL): medium stiff to stiff, dark brown, dry 26 1 1.0P VM=1.7 so 65 a ;$ ............................................................. 48 .............. ............................................................ .............. ... ........ .......... 46 20 - = ° 2 CLAYEY SAND (SC): very loose, dark brown, wet 26 35 VM = 1.1PPrr qs 2 13y 1a° NOTES: 1. Terms and symbols defined on Plate Al BORING DEPTH: 21.5 ft BACKFILL: Cuttings DEPTH TO WATER: 20.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhaii, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-1 District 6 Trunk Sewer Relief Newport Beach, California A-2 RMC Water and Environment Project No. 04.61130008 Shee! 1 of 1 BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 12.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-2 District 6 Trunk Sewer Relief Newport Beach, California A-3 ua Ir O-- LOCATION: 4 a w n N 33.62981 W 117.92585 0 z ui > SURFACE EL: 60.0 ft +1- (ref. NAVD88 datum) Q O w = w QJ [W 0j WD W Z u1 U C7 ~ j wm a 3:w �p O �o w- aF �� �W 9 Lu w � w W o ¢� �cn Q rn DJC ma >fr zp w � MATERIAL DESCRIPTION Stu a3 ¢p �c� n$ o ' �� 1� �❑ a? z=� 70)u) F p ARTIFICIAL FILL (af) �.' Asphalt Concrete (5.5") .......................................................... Base 6.5" 58 'a'. • •' 01 ...... ........ ...... ........ ... I ............... .............. Silty SAND with gravel (SM): dark brown,_dry ........""" """"""" """""""""' """""".. ALLUVIUM (Qal) ss ............................ I...............,., .,.,.......... 5— Silty SAND (SM): medium dense to dense, dark brown, dry to wet 32 V - 0.6 prri p... :. '• 1 A 54 '; '. 2 20 21 18" .............. .............. ................... ......... ;.:. QX:Aic),....8...................... ........ .V.M.=.t,6pv52 03 39 (41) 8„ oa s 20 6 moist, poorly graded sand with silt at 10' 7 V = 0.6pp '. 31 18" .............. .............. ........................h+ifl..... 48 ... ... ... ... ................. ..... I.... 1s I wet, dense at 12.5' t14....16 .................................. 1lM.=i2Sgp 305 45 5or3 15" 46 .............. ... ,.. ... ........ .......... 15 •'. � . • ''• 06 11 28 B 44 17 ... ... ... .... ... I....... .......... NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 12.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-2 District 6 Trunk Sewer Relief Newport Beach, California A-3 RMC Water and Environment Project No. 04.61130008 Una Sheet 1 of 1 BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 14.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE; Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG Of BORING NO. B-3 District 6 Trunk Sewer Relief Newport Beach, California A-4 Lu o.- LOCATION: d H a N 33.62872 W 117.92648 vi ❑ z z w r SURFACE EL: 50.0 ft +1- {rel. NAVD88 datum) a c� w = r? w U Q J O� w' W F WWW _ U z F z U ~ F- Wm d� JC'i 0 Lu Lq w W ❑ ¢y 2v> ¢ rn OJT ma �� zo w W MATERIAL DESCRIPTION �w o3 QO �c) aN at C�1� =3 �❑ a? z`M:I-- ❑cn0 o °— ARTIFICIAL FILL (afj QVIVI = 0.8pp Asphalt Concrete (8") ............................................................. 48 y, ..•. o1 ....................................................... Base 8" SILTY SAND with GRAVEL (SM): dark yellowish brown, d : •'k ........ ... • ............ • • .................. • ............ • • ALLUVIUM (Qal) 46 .' ........... ..... .......... ..................... ..I ...... ,.... 5 ' CLAYEY SAND (SC): medium dense, dark brown, dry 1 13 = 1.6pp :>s 4 44 ;. ..,.. 02 15 24 (24) 18" ...... ....... .............. ........... ........ .............. 42 : , 6 13 18 yellowish brown, moist at 7' .............. .............. 21 ............................. ................... ....... I...... uM: ,fiPP , o3 7 W ............................................................. 40 10 ,•' .,;, 2 15 117 17 QVIVI= 1.8pp 32 J23) ,... ... .., ... ... ........ ....,..... 38 .... ... ... ... ... ........ .......... wet at 12.5' ................24............................ .V.M. A.Qpp 05 23 8' 36 .............. .............. ................... ........... 15 •'• "" 8 L� material becomes coarser -grained at 15' 110 18 VM = 1.8PP � ;• •' os O 14 32 fes) 18" ............................�.... .............. NOTES: 1, Terms and symbols defined on Plate Al. BORING DEPTH: 16.5 ft BACKFILL: Cuttings DEPTH TO WATER: 14.0 ft FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE; Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG Of BORING NO. B-3 District 6 Trunk Sewer Relief Newport Beach, California A-4 RMC Water and Environment Project No. 04.61130008 �CROr Sheat 1 of 1 BORING DEPTH: 21.5 R BACKFILL: Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dra. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-4 District 6 Trunk Sewer Relief Newport Beach, California A-5 w O ,_ LOCATION: a a N 33.62796 W 117,9269 vi v' zQ o SURFACE EL: 50.4 ft +1 (rel. NAVD88 datum) a z w z 3 F F- a J W U wa ` O w F �� �w w U)Y) ` U Gr w a Q. pw j� aQ go O° d� F o'z W a 20 0 ma zo w 0 MATERIAL DESCRIPTION �w a� �U o v M5 ga n.? zzi��- 7V)0 r= O °u ARTIFICIAL FILL A Asphalt Concrete (8.5") ............................................................. 48 B01 Base 6" .......................................................... CLAYEY SAND (SC): dark brown, dry ......................................................... 46 .... ... ... I.. I .......... II.. .......... b �J 2 ALLUVIUM (Oal) 61 39 1. = 0.5PP a4 4 5 9]$ 1a^ Fat CLAY (CH): medium stiff to very stiff, yellowish brown, dry .............. ... ...................................... ...... ..... .................... ......... I. ... ........... 42 .............. ............................................................. ...... ..I..... ................... .............. 40 10 "" 3 14L -dark brown below 1 Q' -69 55 2.0 P QVIVI = 0.3pprii 03 6 (9) 18• 38 .... ... ... ... -.. ........ .........- is ................ 96. ......... .......... .up.. V.M-g.1Pn Jv 04 3 6 16 36 .............. .............. ................... .............. 95 6 s lt! very stiff, with opde staining at 15' 43 3.0 M - 0.6pp 34 os (9} ............................................................ 32 .............. .............. ............ ....... I...... ... ................... .......... .............. .............. 30 20 OB 3 5 18 NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 21.5 R BACKFILL: Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dra. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-4 District 6 Trunk Sewer Relief Newport Beach, California A-5 RMC Water and Environment Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 21.5 ft BACKFILL; Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LAG OF BORING NO. B-5 District 6 Trunk Sewer Relief Newport Beach, California A-6 w o _ LOCATION: x 0- F- a N 33.62724 W 117.9273 a vi ❑ rn z O 7 ui > SURFACE EL: 48.0 ft +1- (rel. NAVD88 datum) a z s Z F _ 2 J �O x - Oa vr=n uJ' DS W � H j� Z7 Z00 �° P: �Wz F a L4 OJT �� LU a0 aQ �� a w W ❑ a� 7-0 ¢ cn ma z0 w WW MATERIAL DESCRIPTION iYw 03 3:6 0 9 D❑ gUl az zip— ❑rnrn.v r� O ARTIFICIAL FILL (af) Asphalt Concrete (7") ....... ....... ...... ..... ... ................... .............. 7" 4sBase .................................. ........ .I.......... CLAYEY SAND (SC): medium dense, dark brown, dry """"""" """"""" ............ """' .Value.=.22 44 ... ... ... ... ................... .I........ 5 • . .... 172 4 I8) a ALLUVIUM(QaI) 1 _ -D.1 42 8 18- Fat CLAY with sand (CH): medium stiff to very stiff, dark brown, dry to .............. .............. ................... ..........pP.. moist .............. ............................................... 40 .............. ............................................................. .............. ................... ........ I..... 38 10 2 111_ -very stiff at 10' 76 51 2.5 P = 0.1 PP 03 3 4 7 ig- .............. .............. ................... ......... ... 36 ... ... ... ... ................. ........... 18 ..7.7......4.3 .......................... i.8. P... VM.: DIPPJT 04 O (10) 18" 34 'iHl 15 1 05 4 11L- stiff, with opde staining at 15' 32 2 18" .......I ...... .............. ...... ........... I. .............. 30 .............. .............. ... .I...... .......... 28 20 4 82 74 0.8 = okpprr fl6 2 8 (6) 1B•• ............ ... ......... ....... ..... .......... NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 21.5 ft BACKFILL; Cuttings DEPTH TO WATER: Not Encountered FIELDWORK DATE: October 15, 2013 DRILLING METHOD: 7.25 -in. dia. Hallow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LAG OF BORING NO. B-5 District 6 Trunk Sewer Relief Newport Beach, California A-6 RMC Water and Environment Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 24.5 R BACKFILL: Cuttings DEPTH TO WATER: 17.5 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-6 District 6 Trunk Sewer Relief Newport Beach, California A-7 w p._ LOCATION: CL r n N 33.62605 W 117.92777 vi F a o w� SURFACE EL: 45.0 h +1- (rel. NAVD88 datum) 4 z z x a w D vu� ` w' w F Zf.. Mz j �w U C7 W a = w a 0 m Hg d g ow JO QCK > >T }� wF >-z ncn ao o'. ❑t= �X Nw z ❑ K� 2 W n 2m 0 ma zo cc MATERIAL DESCRIPTION a Fu U o V o� a? D010 o ARTIFICIAL FILL (en 44 e Asphalt Concret(9") ............................................................. Base 91 301 ............................................................. ALLUVIUM (tlal) 42 .............. .............. ................... ....... I...... ` Elastic SILT with SAND (MH): very dark brown, dry .......................................... .................. CLAYEY SAND (SC): very loose to medium dense, dark brown, dry 40 5— 49 MAI 2 191 38 ..' .............. .............. — .............. ... ... ................... ........ ....,..... .............. 36 .... ... ... ... ... ...I.... .......... 10 .•' .::. 7 ... � 123 11 ' •'. .............. .............. ................... .............I 32 .............. ... ... ... ........ .......... 34 15 ••. •• 4 36 22 9 .;• 44 7 15 18" 28 .... ... .............. ... ........ .......... •' a#:i 3..106....2.1 18 .. ........... I.. ................... .......... 65 6 12 1111 18" 26 .... ... .............. ... ........ .......... 20-1 • .. 1 31 24 •' 6 j 2 1B" .............. .............I ................... .............. 22 � s Q 118 .. 14 �............. ...... .I.......... ...... •• .• _. ,Q7 5 t1 1 1 .............. .............. .................. .......... 8 16" NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 24.5 R BACKFILL: Cuttings DEPTH TO WATER: 17.5 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard. PE LOG OF BORING NO. B-6 District 6 Trunk Sewer Relief Newport Beach, California A-7 RMC Water and Environment Project No. 04.61130008 non Sheet 7 of 1 BORING DEPTH: 31-5 ft BACKFILL: Cuttings DEPTH TO WATER: 25.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-7 District 6 Trunk Sewer Relief Newport Beach, California A-8 w O.- LOCATION: a M a N 33.62473 W 117.92808 vi F Oo SURFACE EL: 40.D h+1- (ret. NAVD88 datum) Ow W s uuJ a �� UJ ` �o F �� t wr z� W(0 L' Fx F �Xz w w uJ E�i1m ii pw �� O ¢p aN d� gn Z' � W o 2u}i ma z0 0: MATERIAL DESCRIPTION tYw o3 �� a �� a? m amcnx r= o a ARTIFICIAL FILL (at] ' Asphalt Concrete (10") .............................................. Base 8" 3a Q1 ALLUVIUM (Qal) ........................... ................................. 36 SILT (ML): yellowish brawn, dry .............. .............. .................. I .............. SILTY SAND (SM): medium dense, dark yellowish brown, dry 5 .' ..•, 107 9 0 - _ 0. i PP 34•'-• . s 92 2E (26) 1B" .............. .............. ....... .....rffi...... 32 .... ... .............. ... ..... .. .......... 301a '• 7 CLAYEY SAND (SC): medium dense to dense, dark brown, dry to wet 26 - 0.2pprr 12S03 10 22 .......... ... .... ... ........ ........... 28 .... ... ......... .... . ........ .,.,..,.... 26 ... ... ... ... ................. ........... 15 X-104 20 dense, with trace gravel at 15' 127 9 = 0.1 p P 24 37 (38)24 22 .............. .............. .................. ........... 20 20 OS 5 31 40 -0.1pp .:. 18. .............. ................................. ..... ...... 16 .... ... ... ..... . 111-1-1 ....... ........... 5 1$ ..117....1.3...... ... ................ ......... VM:.9.Opp 06 12 (12} iB" 16 .... ... ... .... ... ........ ........... 25 ' 8 13 -Wet at 25' 23 V = 0.1PP rr 74 07 18 .... ... ... ... ................ ........ 12 .............. ... ... ................... .......... 10 30 ' ' `6 6 13Z Fat CLAY with sand (CH): stiff, dark dive gray, moist 91 31 68 46 2.0 P VM = 0.1pprr a'8 (9f NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 31-5 ft BACKFILL: Cuttings DEPTH TO WATER: 25.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. dia. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B-7 District 6 Trunk Sewer Relief Newport Beach, California A-8 RMC Water and Environment Project No. 04.61130008 Sheet 1 of 1 BORING DEPTH: 31.5 ft BACKFILL: Cuttings DEPTH TO WATER: 19.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. 6a. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B -S District 6 Trunk Sewer Relief Newport Beach, California A-9 LJ p._ LOCATION: r d F n N 33.623442 W 117.92836 ui F zo J j w� ). SURFACE EL: 34.0 ft +!- (rel, NAVD88 datum) R F z j w F w ~ w Orn �❑ 7 Z F- z W wWP- U Z 0 � Of 2 dC0 M EL (n CYW O 111 14 Q W LU W LU ❑ Q } 2Y) Q m OJof ma cc z W MATERIAL DESCRIPTION �w ❑� Q0 �v 4-o a a (Y 1i JJ ga o ? zy2�„„ Ji!)InY O ARTIFICIAL FILL (af) Asphalt Concrete (8") ........................ .................................. Base (24") 32 r Bol ALLUVIUM (Qal) •`� .............. .............. ............ I ...... ...... I....... 30 + ; . Clayey SAND (SC): medium dense, dark yellowish brawn, dry ............................................................ 5 8 02 16 with trace shell fragments and roots at 5' 4 28.r•`- 9 18,. .............. ... ... ..I........... ... ... ... ..,.. ... ...... ..... ........ .............. .......... 26 �• f. ... ...... .............. ... ........ .......... 24 10 .. r,�• ;:: 10 - becomes dark brown at 10' 115 12 f.:.. r .... 14 .............. ................................. .............. 22 ",r .............. .............. ... .............. ... ... .............. ........ I ... .......... .......... za.............. •. .............. ................... .......... 15- 5 Is 1G.............. ... ... ... ......., .......... 14 20 ' '•' 8 SILTY SAND (SM): loose to medium dense, yellowish brown, wet 98 29 QVM - 1.6pprr 3a (zsl 1e" Y.12 .............. ............... ................. .......... 17.............. 100 20 18 .................... ............ . ......... . 25 ,• ; '• ;.;; 4 :.. is 111 12 QVM = .3ppir 8 .' ..... 97 5 6 (7) 16" .............. .............. ................... .............. S ;•',•'• ... .............. ... ... .............. .... ... ................. ......I. .......... ........... 4 30 2 Elastic SILT (MH): soft to medium stiff, very dark brown, wet 61 28 1.0 P M = 1.8 pprr 08 4 NOTES: 1. Terms and symbols defined on Plate Al. BORING DEPTH: 31.5 ft BACKFILL: Cuttings DEPTH TO WATER: 19.0 ft FIELDWORK DATE: October 14, 2013 DRILLING METHOD: 7.25 -in. 6a. Hollow Stem Auger HAMMER TYPE: Automatic Trip RIG TYPE: CME -75 DRILLED BY: Martini Drilling LOGGED BY: L. Khalkhali, EIT CHECKED BY: M. Pollard, PE LOG OF BORING NO. B -S District 6 Trunk Sewer Relief Newport Beach, California A-9 FUGRO CONSULTANTS, INC. APPENDIX B LABORATORY TESTING �GRG DRILL HOLE F n LLI m Z MATERIAL DESCRIPTION Lu U) �U, O m H 4yU UWVV UDW MC% FINE w CL pd pcf % ¢ O MAX OPT LL PI D� % HCc NH0 w a W Z WT Cr Ltt n a W !F- � u~i C pHI QU, S ksf deg ksf (Cek Ifrs. a CORROSIVrFY TESTS ¢ R pH Cl 504 d w Z J Z *.-. O 501 Z LU d Z FZ w i= B-1 5.0 S02 Clayey SAND (SC) 134 118 13 1 29 T, S &t 12.5 SO4 Clayey SAND (SC) 134 121 10 T B-1 15.0 S05 SANDY Lean CLAY (CL) 26 16 A B-1 20.0 S06 Clayey SAND (SC) 26 35 M, F B-2 5.0 S02 SILTY SAND (SM) 32 F B-2 7.5 S03 SILTY SAND (SM) 126 116 8 T B-2 10.0 SO4 Poorly graded SAND with silt (SP -SM) 7 S B-2 12.5 $05 SILTY SAND (SM) 132 114 16 T B-3 0.0 B01 SILTY SAND with GRAVEL (SM) 16 SE B-3 5.0 S02 Clayey SAND (SC) 130 115 13 1 0.3 39 T. D 3-3 7.5 S03 Clayey SAND (SC) 21 S B-3 10.0 SO4 Clayey SAND (SC) 137 117 17 789 7.90 484 0 T. Co B-3 12.5 S05 Clayey SAND (SC) 24 F B-3 15.0 S06 Clayey SAND (SC) 130 110 18 T B-4 5.0 S02 IFat CLAY (CH) 51 39 A B-4 10.0 S03 Fat CLAY (CH) 105 68 55 T B-4 12.5 SO4 Fat CLAY (CH) 96 F B-4 15.0 S05 Fat CLAY (CH) 43 M B-5 2.5 B01 CLAYEY SAND (SC) 23 R B-5 5.0 S02 Fat CLAY with SAND (CH) 117 92 27 71 T, F B-5 10.0 S03 Fat CLAY with sand (CH) 76 51 A B-5 12.5 SO4 Fat CLAY with sand (CH) 110 77 43 T B-5 20.0 306 Fat CLAY with sand (CH) 143 82 74 T B-6 0.0 B01 Elastic SILT with SAND (MH) 17 SF 8-6 5.0 S02 Clayey SAND (SC) 49 S B-6 10.0 S03 Clayey SAND (SC) 137 123 11 T &6 15.0 SO4 Clayey SAND (SC) _ _ 36 22 9 A, F &6 17.5 S05 Clayey SAND (SC) 129 106 21 T B-6 20.0 S06 Clayey SAND (SC) 31 F B-6 23.0 [S07 Clayey SAND (SC) 135 118 14 1 T Classificalion Tests Direct Shear Test UW W = Unit wet W etghl C = Assigned Cohesion, ksf UDW = Unit Dry Weight PHI = Assigned Friction Angle, degrees MC = Moisture Content Compaction Test Fines = % Passing #200 Sieve MAX DO = Maximum Dry Density LL - Liquid Limit PI = Plasticity Index OPT MC =Optimum Moisture Content Qu = Unconfined Compression Su = Undrained Shear Strength u = Unconsolidated Undrained p = Pocket Penetrometer t= Torvane m = Miniature Vane C,orrosivity Tests R = Resistivity, ohm -cm, satur. pH = pH Cl = Chionde, ppm SO, = Sulfate, ppm Test Listino Abbreviations M = Moisture Content D e Direct Shear Test T = Total & Dry Unit Weight C = Consolidation Test S = Sieve Analysis Co = Corrosivity Tests FC = % Passing #200 Sieve CU - CU Triaidal H = Hydrometer Analysis U = UU Triaxial A = Atterberg Limils R = R•Value P = Compaction Test SE = Sand Equivelant SUMMARY OF LABORATORY TEST RESULTS District 6 Trunk Sewer Relief Newport Beach, California r D M DRILL HOLE m Z MATERIAL DESCRIPTION w a UW pcf jrn W UDW MC% FINE r pcf % ¢ LL pl. Z Or 4 W ~ MAX CPT DD MC cf % ? RMC Water and Environment Project No. 04.61130008 US STD SIEVE SIZE INCHES 1 US STD SIEVE SIZE NUMBERS 20 40 �oAro HYDROMETER ANALYSIS X11= 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND SILT or CLAY Coarse Fine Coarse Medium Fine I EGEND Cl ASSIFIC:ATION Cc C11 (location) (depth,H) B -t 5.0 Clayey SAND (SC) B-2 10.0 Poorly graded SAND with silt (SP -SM) 1.5 4.3 B-3 7.5 Clayey SAND (SC) AL B-6 5.0 Clayey SAND (SC) (D B-7 5.0 Silty SAND (SM) ¢ 8-7 20.0 Clayey SAND (SC) B-7 25.0 Clayey SAND (SC) 11.9 105.5 8-8 5.0 Clayey SAND (SC) GRAIN SIZE CURVES District 6 Trunk Sewer Relief Newport Beach, California PLATE 132 �ztWCUMUMMM 0bub_InBW IM3 W.Ml RMC Water and Environment Project No. 04.61130008 toff A C ML ML or OL 0'- 0 10 20 30 40 50 60 70 80 90 100 LIQUID LIMIT (LL) ATTERBERG LIMITS TEST RESULTS LEGEND CLASSIFICATION �iMT �1 pLIMTPLS INDEX location depth, ft B-1 15.0 Sandy CLAY (CL) 26 10 16 • B-4 5.0 Fat CLAY with sand (CH) 61 22 39 z. B-5 10.0 Fat CLAY with sand (CH) 76 25 51 B-6 15.0 Clayey SAND (SC) 22 13 9 8-7 30.0 Fat CLAY with sand (CH) 68 22 46 0 8-8 30.0 Elastic SILT (MH) 61 33 28 PLASTICITY CHART District 6 Trunk Sewer Relief Newport Beach, California PLATE B3 ftOTCMCKOATVFHRM FTL*G WO(WOTFG DOCLFAEN OCNjvNNTPFOJECTR'D461130004!}/$.wJ I1A-13021 p RMC Water and Environmental Project No. 04.6113.0008 5 5 4 3 2 1 0 -fiJoRo s - Sample A Sample B Sample C 0.1 0.2 03 04 0.5 Horizontal Displacement, in 01 02 03 0.4 05 1 000 1 003 006 0 1 2 3 4 5 6 3l8 -in. (9.5mm) Normal Stress, ksf "4 (4.75mm) Boring Number: B-3 016 (1.18mm) --- Z Sample Number: 2 a "100 (0.150mm) a Sample Depth: 5.0 ft --- 2 USCS Classification: Clayey SAND (SC): olive gray, moist Atterberg Limits to Liquid Limit, % Plastic Limit, % Plasticity Index, % --- Specimen A B C D Water Content, % 13.4% 13.4% 13.4% Dry Unit Weight, pcf 116.8 113.7 114.7 Q H Saturation, % 85% 78% 81% z Void Ratio 0.42 0.45 0.44 Diameter, in 2.42 2.42 2.42 Height, in 1.00 1.00 1.00 Water Content, % 15.4% 16.3% 14.8% Z Dry Unit Weight, pcf 117.5 115.5 118.4 LL Void Ratio 0.41 0.43 0.40 Displacement at Peak, in 0.04 0.06 0.08 >' Displacement Rate, in/min 0.0002 0.0002 0.0002 g Normal Stress, ksf 0.5 1.0 2.0 2 Peak Shear Stress, ksf 0.76 0.93 1.95 N Min. Post -Peak Stress, ksf 0.44 0.77 1.54 Lu x Test Method: ASTM D3080 Q LU x -fiJoRo s - Sample A Sample B Sample C 0.1 0.2 03 04 0.5 Horizontal Displacement, in 01 02 03 0.4 05 1 000 1 003 006 Sieve Size % Pass 3l8 -in. (9.5mm) --- "4 (4.75mm) --- 016 (1.18mm) --- Z 030 (0.6mm) --- a "100 (0.150mm) --- V "200 (0.075mm) --- Atterberg Limits L) Liquid Limit, % Plastic Limit, % Plasticity Index, % --- Estimated Gs 2.65 kayo 20°C, cm/sec DIRECT SHEAR TEST RESULTS OCSD District 6 Trunk Sewer Relief Project Location C PLATE 134 COOPER Corrosivity Test Summary CTL # 446-188 Date: 10/25/2013 Tested By: PJ Checked: PJ Client: Fugro Consultants _ Project: District 6 Trunk Sewer Relief Proj. No: 04.6' 130008 Remarks: - T Sample Location or ID Resistivity @ 15.5 °C (Ohm -cm) Chloride Sulfate pH ORP (Redox) my SM 25808 Moisture At Test % ASTM D2216 Soil Visual Description Boring Isample,No.1 Depth, ft. As Rec. Minimum Saturated mg/kg mg/kg % Ory Wt. Dry Wt, ASTM G57 Cal 643 ASTM G57 Cal 422 -mod. Cal 417 -mod. Dry Wt. Cal 417 -mod. Cal 643 B3 - 10 - 789 - 484 67 0.0067 1 7.9 - 13.9 Brown Clayey SAND APPENDIX F - SCADA CONTROL SYSTEM 1. OLD NEWPORT BLVD SITE PROPOSAL 2. SPECIFICATIONS 3. INSTALLATION GUIDE xio 0 Ranjit Hothi Regional Account Manager XiO, Inc. 415.450.0328 100 Smith Ranch Rd, ranjith@xiowater.com San Rafael, CA 94903 Xi i Alan Grahame Vice President, Sales XiO, Inc. 818.620.1260 100 Smith Ranch Rd. alang@xiowater.com San Rafael, CA 94903 xio We Know Water A Proposal for an XiO Cloud SCADA® Water Control System for Newport Beach - ONB Stormwater System Version 1.2 December 19, 2019 Version 1.2 Newport Beach - ONB Stormwater System Proposed System XiO, Inc. (XiO) is pleased to supply this proposal to provide a monitoring and control system for Newport Beach - ONB Stormwater System. Overview The proposed system consists of one site, with one stormwater pump station. The submersible pump will operate to remove water from the stormwater basin. One XiO Field Installable Unit (FIU) will be required for the below control and monitoring system. XiO will not supply the flow meter or the Tip Style Rain Gauge. An XiO-supplied cellular modem will communicate directly to the XiO Cloud Servers, enabling seamless access for the users through their established web page. Controlled Assets: • Control the [1 ] Sump Pump based on a user defined stormwater basin level. • Control the [1 ] Pump Running Light Output based on a user defined sump pump electrical energy used. XiO will not supply the annunciator light, only the output to operate it. • Control the [1 ] General Alarm Light Output based on a user defined General Alarm Status. XiCl will not supply the annunciator light, only the output to operate it. • Control the [2] Valve Alarm Light Outputs based on the valve limit switches status. XiO will not supply the annunciator light, only the output to operate it. Monitored Assets: • Monitor and report the Stormwater Basin level utilizing an XiO-Supplied wastewater level sensor. • Monitor and report the status of the two Floats utilizing an XiO-Supplied 120 VAC isolated discrete input. • Monitor and report [1 ] Discharge Mag Meter flow rate and total flow. This requires that the meter be equipped with a pulse output. • Monitor and report [1 ] Tip Style Rain Meter flow rate and total flow. This requires that the meter be equipped with a pulse output. XiO will not supply the rain gauge, only the input to monitor it. • Monitor and report [1 ] Intrusion Alarm utilizing an XiO-Supplied discrete input. • Monitor and report [2] Valve Limit Switch Dry Contacts utilizing two XiO-Supplied discrete inputs. • Monitor and report [1 ] Sump Pump electrical energy used, utilizing an XiO-supplied current transducer. • Provide an uninterruptible power supply to power the FIU, Modem, and level sensor in the event of a grid power failure. Communications: •[1 ] System Modem to provide a connection to the XiO Cloud Stormwater Pump Station Diversion Valve Confidential Document I XiCl, Inc. Page 2 of 13 Valve fully open and ful l) closed limit switch monitor xoaan Intrusion Alarm Discrete Input DI FPS, Sump Electrical Panel S HE CT Confidential Document I XiCl, Inc. Page 2 of 13 Version 1.2 Stormwater- Features Detail Newport Beach - ONB Stormwater System Oty ItemDescription1 FIU, Custom Controller Field Installable Unit (FIU) custom configured with inputs and (FIU-1) outputs as required. Pricing includes: • NEMA 4x enclosure 1 Pump Monitor and Control Pump Monitoring and Control provides the ability to monitor (Sump Pump) and control one pump. Provides reports on pump run times Total Cable: 10 ft and electrical energy used. Pricing includes: • RMS electrical current sensor with 10 feet of shielded 600V cable, approved for use inside electrical enclosures. • Extension cable to the specified length with water -tight, connectorized, low -loss, shielded cable for easy installation. • One Dry Contact relay 1 Wastewater Level Monitoring, Lift Station Wet Well Monitoring provides up-to-the-minute with submersible views of a wastewater lift station wet well level. Alarms notify (Stormwater Basin level) users of a high and low levels. Total Cable: 50 ft Pricing includes: • Large Diaphragm Submersible Pressure Sensor designed for use in wastewater with specified length of water -tight, connectorized, low -loss, shielded cable for easy installation 2 Input, Discrete, Isolated, Isolated discrete 120 VAC input. 120VAC (High and Low Floats status) Total Cable: 0 ft 1 Flow Meter, Customer Supplied Inputs for a flow meter pulse output. Provides up to the minute (Discharge Mag Meter) flow rate and total flow. Total Cable: 0 ft 2 Input, Discrete, Dry Contact Monitors the status of a dry contact and will allow for alarms Monitoring assigned to specific values. (Diversion Valve Limit Switch) Total Cable: 0 ft 1 Input, Discrete, Dry Contact Monitors the status of a dry contact and will allow for alarms Monitoring assigned to specific values. (Tip Style Rain Meter) Total Cable: 0 ft 1 Input, Discrete, Dry Contact Monitors the status of a dry contact and will allow for alarms Monitoring assigned to specific values. (Intrusion Alarm) Total Cable: 0 ft Confidential Document I XiC, Inc. Page 3 of 13 Version 1.2 Newport Beach - ONB Stormwater System Oty Item Description 1 Cellular Modem Cellular Modem mounted inside a NEMA -4x enclosure. (System Modem) Network switch included for connection to multiple FIU's and IP Total Cable: 0 ft Radios. 1 Uniturruptible Power Supply To monitor inputs at the site continuously through a brief power (Controls and Comms UPS) outage. The UPS is rated for 4 hours of continuous operation in Total Cable: 0 ft the event of a power outage when powering one FIU. Includes a replaceable AGM (deep cycle) battery. 4 Discrete Output Controlling Dry Contact discrete output that may be opened or closed via (Pump Running, General Alarm, the XiO Cloud interface or via a Soft I/O soft device. Valve Open, Valve Closed) Pricing includes: Total Cable: 0 ft • One Dry Contact relay Confidential Document I XiC, Inc. Page 4 of 13 Version 1.2 Symbols Used CT Current Transducer to measure motor or pump energy consumed 2Cho Dry contact output from XiO FIU is used to request pump start/run XiO Field Installable Unit (FIU) XiO Field Monitoring Unit (FMU) Pressure Transducer, HOA submersible or external (mg/L units) Differential Pressure OP Transducer VT Tip -style Float F Switch pH and Temperature pH and Temperature Flow Water meter with Meter pulse output CT Current Transducer to measure motor or pump energy consumed 2Cho Dry contact output from XiO FIU is used to request pump start/run XiO Field Installable Unit (FIU) XiO Field Monitoring Unit (FMU) Manual Valve Altitude Valve Electric, Actuated Valve Electric Solenoid Actuated Valve Flow Control Valve Electric, Actuated Valve with Feedback Newport Beach - ONB Stormwater System Cl Hand/Off/Auto selector HOA switch (mg/L units) Drum Volume VS Sensor VT Voltage measurement Manual Valve Altitude Valve Electric, Actuated Valve Electric Solenoid Actuated Valve Flow Control Valve Electric, Actuated Valve with Feedback Newport Beach - ONB Stormwater System Cl Residual Chlorine Sensor Measure (mg/L units) Turbidity Turbidity Sensor (NTU Measure units) pH and Temperature pH and Temperature Cellular Modem Modem Ozone Ozone Sensor (mi units) (mg/L) n , , , , Unlicensed Radio with D+H+- Yagi Antenna Unlicensed Plate Radio Mechanical Pressure Switch Variable Frequency Drive (VFD) Xio Symbols Used in this Document Manual Float Valve This document is the property of XiO, Inc. and is submitted on a strictly confidential basis. Any information contained hereon including part numbers is not to be disclosed to a third party without the expressed written permission of XiO, Inc. 'Green -colored symbols connect to the XiO Cloud SCADA®Control System i XiO, Inc. Alarms The XiO system can alarm on any value that is monitored via an email or SMS text notification to a list of authorized operators. Examples of these alarm conditions are: • No communication with the site • Pump fails to start • High/ Low Tank Level Verizon Modem The XiO Cloud SCADA control system requires a minimum of one connection to the Internet. XiO supplies a rugged NEMA4X enclosure with a Verizon modem that connects to the Verizon network. Like all parts of the XiO control system, the modem is shipped to site ready for an electrician to mount, apply 120VAC and power up. The system automatically connects to the Internet and XiO is informed of the event and can assist in system start-up. Report Generator Included at no additional cost is a comprehensive report generation system that can produce monthly reports downloadable in Excel format containing required fields, employing any data collected such as pressure levels, pump hours, water pumped, electricity used, cost to pump water—all listed by month, day, hour, minute. The data is organized and can be viewed by any authorized operator on the secure XiO website. Confidential Document I XiO, Inc. Page 5 of 13 Version 1.2 Newport Beach - ONB Stormwater System Cloud Based Management The XiO system will be monitored and managed through an account on XiO'S secure cloud servers. The password protected account will provide managers with the following: • System Overview - Process diagram showing the current state of the system (i.e. tank levels, status of pumps, etc.). • Levels - Line graphs showing the levels of all monitored parameters. • Reports - Downloadable reports showing water pumped (gallons), energy used by pumps (kWh), efficiency of pumps (kWh/1000gallons), and pump runtime (hours). • Alarms -View of all alarms that have been triggered. • Schedule -Page allowing the user to adjust the set points that affect when the pumps will run. System Installation XiO does not act as a contractor and does not install the equipment. XiO recommends that the Proposed Control System be installed by a licensed electrician and a water operator. The XiO hardware requires a single 120VAC circuit, fused at 15 amps or less. An individual Field Installable Unit (FIU) draws 3.7 watts, while the supplied cellular modem draws 6 watts. A solid earth ground must be provided, as required by code, but no special precautions need be taken. All connections are clearly marked with UL -recognized label materials. All enclosures are non-metallic rated NEMA4X, and XiO recommends employing water tight conduit especially in near -marine environments. The customer is responsible for providing a suitable mounting location for the FIU(s) and other XiO-supplied hardware. There are several considerations when selecting a suitable mounting location for the FIU, Uninterruptible Power Supply (UPS) or other XiO supplied hardware: Temperature- As with all electronics, extreme temperatures, especially heat, can affect the proper operation of the XiO Control System. It is important to consider sources of heat when selecting a suitable mounting location for the FIU. • Keep the FIU out of direct sunlight • Do not mount the FIU on a South -facing wall or panel • Consider constructing a cover to provide shade for the FIU • Avoid mounting the FIU on a surface that may become hot such as an outdoor metal panel. • Be sure the Soft -1/0 Module is properly seated in its bracket Environment- Components of the XiO Cloud SCADA® Control System are housed in NEMA -4X enclosures that protect them from many environmental conditions such as rain, solid objects, dust, and some corrosive agents. • Take additional steps to avoid harsh environmental conditions if possible • This includes potentially dangerous gasses produced by wastewater • Be sure to provide a water -tight seal on any enclosure penetrations Delivery The preconfigured system will be shipped from XiO 4-6 weeks after receipt of a purchase order. Confidential Document I XiO, Inc. Page 6 of 13 Version 1.2 Newport Beach - ONB Stormwater System Payment The total cost of the system is $18,685 (not including tax or actual UPS ground shipping costs). This price includes all XIO-supplied hardware as listed above, all programming, and 60 months of prepaid Cloud Fees. Recurring monthly cloud service fee of $74, to begin 60 months after initial invoice. Applicable sales tax for the total cost of the system will be collected upon invoice. The undersigned agrees to the specifications of the payment method listed above. Initial: Recurring Monthly Service Fees The cloud service fee is $39/month per Controller (if applicable) and includes all programming, ongoing support, alarms, report generation, unlimited access to the secure website and an extended warranty on the FIU control module--Soft-1/O°--as long as the Cloud service fee is kept current. The warranty referenced in this paragraph is attached to this document. This paragraph specifically modifies the warranty in the favor of the customer. The cloud secure cellular access charge, including Internet, is $35/month per modem (if applicable). Controller (FIU) Cellular Modem with internet Total Monthly Fees $39 1 $39 $35 1 $35 $74 Payment of Recurring Monthly Service Fees 60 months after the system has been installed, the customer will receive notice regarding payment for the recurring service fees. A check will be required for the fi rst 90 days of service. Subsequent payments will be made through an automatic payment process. Confidential Document I XiC, Inc. Page 7 of 13 Version 1.2 Newport Beach - ONB Stormwater System Terms This proposal is valid for 90 days from the date on this document. XiO will invoice upon shipment, and payment is due 30 days from invoice date. Terms and Conditions of Sale The following Terms & Conditions of Sale are included in this proposal. Hardware Acceptance: Print Name Signature Email Hardware Bill To: Cloud Fees Acceptance: Print Name Signature Email Cloud Fees Bill To: Hardware Ship To: Confidential Document I XiC, Inc. Page 8 of 13 Version 1.2 Newport Beach - ONB Stormwater System Terms and Conditions The following Terms and Conditions are incorporated in and are a part of the Purchase Agreement. Where the Product in question is a software product, it is understood that Customer receives only a license to use such product on the terms stated herein. XiO, Inc. ("XiO") retains title to said product. 1. Price; Payment Terms A. Prices for all products (hardware and software) will be the price agreed upon in XIO'S acknowledgment of Customer's order or at the time of online order placement. B. XiO shall provide written acknowledgment of all non -online orders showing price, anticipated delivery date and payment terms. For online orders, Customer is provided with these Terms and Conditions, price, anticipated delivery date and payment terms. As a result, no written acknowledgment is provided for online orders. C. Prices are exclusive of all federal, state, municipal or other government, excise, sales, use, occupational, or like taxes or duties now in force or enacted in the future. Any such tax, fee, or charge of any nature whatsoever imposed by any governmental authority on, or measured by, the transaction (including the shipment of goods) between XiO and Customer shall be paid by Customer in addition to the prices quoted or invoiced. In the event XiO is required to pay any such tax, fee, or charge at the time of sale or thereafter, Customer shall reimburse XiO therefore. D. Payments shall be made by Customer in accordance with payment terms stated by XiO in written acknowledgment of order, or in an online description for online orders. Amounts not timely paid shall bear interest at the rate of 1-1/2% for each month or portion thereof that payment is late. 2. Delivery A. Delivery will be F.O.B. XIO's plant and shall occur on the date of turnover to a common carrier unless, at Customer's option, Product is picked up at the F.O.B. point by Customer. B. Title and risk of loss for Products shall pass to Customer on delivery F.O.B. XIO's plant. Customer shall then be responsible for and bear the entire risk of loss or damage to Products. Unless otherwise instructed, by Customer, XiO shall insure each product during shipment for Customer' account and will add the cost of such insurance to Customer' invoice. C. Shipment will be scheduled to be made on the date specified on Customer's written purchase order or on the date agreed upon by both parties and specified on the written acknowledgment of XiO, whichever is later, or --in the case of online orders-- based upon the online -stated scheduled date. This date is the scheduled shipment date. XiO reserves the right to extend this date by not more than sixty (60) days upon notification of Customer. If shipment is delayed by XiO more than sixty (60) days, Customer may terminate this Agreement and receive a refund of all money paid hereunder. Confidential Document l XiC, Inc. Page 9 of 13 Version 1.2 Newport Beach - ONB Stormwater System 3. Change Orders Any written request from Customer for a change in the order acknowledged by XiO may subject Customer to a price change reflecting XIO's increased or decreased direct costs or an extension of the scheduled shipment date, or both, depending on the change requested. Written acknowledgment by XiO of a change order will specify and confirm any price or delivery impact. 4. Shipment In the absence of specific shipping instructions from Customer, XiO will ship by the method it deems most advantageous to both parties. Transportation charges may be prepaid and will be subsequently invoiced to Customer. Unless otherwise specified, products shall be shipped in XIO's standard commercial packaging. When special packaging is requested or, in the opinion of XiO, required under the circumstances, the cost of the same will be separately invoiced. If Customer specifies the shipment method on the purchase order, and XiO uses a different method, then XiO shall be liable for the difference, if any, between the cost of freight incurred and the cost of freight which would have been incurred had XiO complied with Customer' shipping instructions. 5. Cancellations XiO shall have the right to cancel the order and recover possession of and title to a product (if such have passed to Customer) under any of the following circumstances: Customer fails to perform its obligations under any of the material Terms and Conditions hereunder; or Customer's delay directly causes material delay to XIO'S performance; or any bankruptcy, arrangement or insolvency proceedings are commenced by or against Customer; or in the event of the appointment of any assignee for the benefit of creditors or of a receiver of Customer or its properties. No such termination shall prejudice any of the rights of XiO arising prior to such termination or shall limit in any way other remedies available to XiO. Customer shall have no right to cancel the purchase of any product after shipment from XiO. Orders for standard products that are canceled within fifteen (15) days prior to the scheduled shipment date from XiO shall be subject to a cancellation charge equal to twenty percent (20%) of the total purchase price. Orders for custom products are not cancelable after order acknowledgment. 6. Warranty Hardware products and software media are warranted against defects in materials and workmanship for a period of one year from the date of shipment. During the warranty period, XiO will, at its option, either repair or replace (but not install) product or software media which proves to be defective. The Product or media must be returned to XiO for warranty service or repair. Customer shall prepay shipping charges to XiO and XiO shall ship to Customer in accordance with Section 4 of this Agreement, except that shipment by surface transportation to Customer, within the U.S. only, shall be at XIO's expense. XiO warrants that software products will conform to published specifications and will operate properly for one year from the date of shipment. XiO will correct material defects in software products during the warranty period by issuing converted versions of software products. Confidential Document I XiC, Inc. Page 10 of 13 Version 1.2 Newport Beach - ONB Stormwater System 7. Limitations and Disclaimers of Warranties Certain products are factory sealed and carry a label stating "warranty void if this seal is broken". In such a case, the foregoing warranty shall not apply if the product seal has been broken or the enclosure has been opened. The foregoing warranties shall not apply to defects resulting from improper connection, improper interfacing, misuse, or operation outside the specified environment. THE FOREGOING WARRANTIES ARE IN LIEU OF ANY OTHER WARRANTY, EXPRESSED OR IMPLIED. XIO SPECIFICALLY DISCLAIMS THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION CONTAINED HEREIN. 8. Waiver of Certain Damages and Limit of Liability XIO WILL NOT BE LIABLE FOR ANY SPECIAL, INCIDENTAL, INDIRECT OR CONSEQUENTIAL DAMAGES, HOWEVER CAUSED, OR ON ANY THEORY OF LIABILITY, NOR WILL XIO BE LIABLE FOR LOSS, DAMAGE OR EXPENSE WHICH DIRECTLY OR INDIRECTLY ARISES FROM CUSTOMER' USE OF OR INABILITY TO USE PRODUCT EITHER SEPARATELY OR IN COMBINATION WITH OTHER EQUIPMENT [EXCEPT FOR DAMAGE TO PERSON OR TANGIBLE PROPERTY], OR FOR COMMERCIAL LOSS OF ANY KIND, OR FOR PROCUREMENT OF SUBSTITUTE GOODS, WHETHER OR NOT XIO HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGE OR LOSS. IN NO EVENT SHALL XIO'S LIABILITY ARISING OUT OF THIS AGREEMENT EXCEED THE AMOUNT PAID TO XIO BY CUSTOMER FOR THE PURCHASE OF THE PRODUCT GIVING RISE TO SUCH LIABILITY. THIS LIMITATION IS INTENDED TO LIMIT THE LIABILITY OF XIO AND SHALL APPLY NOTWITHSTANDING ANY FAILURE OF ESSENTIAL PURPOSE OF ANY LIMITED REMEDY. 9. Security Interest Customer hereby grants to XiO a security interest in each product, to secure payment of the purchase price. XiO shall have the rights of a secured party under the Uniform Commercial Code in effect in the state where the premises at which the product is installed are located, including the right to retake possession of, or inhibit the use of product on any default by Customer. XIO's security interest shall expire upon the payment to XiO of the full purchase price. Customer agrees to execute such other documents as XiO shall reasonably require to perfect XIO's security interest. 10. Patent and Copyright Indemnity A. XiO will defend at its expense any action brought against Customer to the extent based upon the claim that a product constitutes direct infringement of any duly issued United States patent or copyright and shall pay any settlements or judgments to the extent based thereon, provided XiO shall have sole control of any such action or settlement negotiations, provided further that Customer notifies XiO promptly in writing of such claim, suit or proceeding and, at XIO'S expense (except the value of time of Customer' employees), gives XiO adequate information and uses its best efforts to settle and/or defend any such claim, suit or proceeding. Confidential Document I XiC, Inc. Page 11 of 13 Version 1.2 Newport Beach - ONB Stormwater System B. If a product becomes, or in the opinion or XiO may become, subject to any claim of infringement for any United States patent or copyright, XiO may, at its option: (i) procure for Customer the right to use or sell the product; (ii) replace or modify the product, or part thereof; or (iii) remove the product, or part thereof, and refund the aggregate payments paid therefor to XiO less a reasonable sum for use and damage. XiO shall not be liable for any costs or expenses incurred without its prior written authorization. C. XiO assumes no liability for (i) infringement of patent or copyright claims resulting from completed products of Customer into which a product is incorporated; (ii) any assembly, circuit, combination, method or process of Customer in which any product may be used; (iii) any compliance with Customer' specifications; or (iv) the modification of a product, or any part thereof, unless such modification was made by XiO or with the written approval of XiO. D. THE FOREGOING STATES THE SOLE AND EXCLUSIVE LIABILITY OF XIO, AND THE EXCLUSIVE REMEDY OF CUSTOMER, FOR PATENT, COPYRIGHT AND OTHER INTELLECTUAL PROPERTY RIGHTS INFRINGEMENT OR CLAIMS OF INFRINGEMENT. 11. Substitutions and Modifications XiO reserves the right to make substitutions and modifications in the specifications of products designed by XiO providing that such substitutions or modifications will not materially negatively affect performance in the intended application, and that upon written request, XiO will provide a brief explanation of the change. 12. Entire Agreement The Purchase Agreement and Terms and Conditions as set forth herein shall govern and constitute the entire agreement between XiO and Customer. XiO shall not be bound by any terms of Customer' order which are inconsistent with or additional to the Terms and Conditions herein set forth. 13. Software Products Restriction Products delivered to Customer pursuant to these Terms and Conditions may embody and include certain software programs in object code (machine-readable but not human - readable form). In some cases, the only product delivered will be a software product. The software may be contained on disk drives or CD's, erasable programmable read-only memories (EPROMS), non-volatile random access memories (NVRAM), electrically erasable programmable read-only memories (EEPROMS or flash memory), programmable array logic devices (PALS or FPGAS), disk cartridges, may be embodied in Application Specific Integrated Circuits (ASIC's) or in other electronic or mechanical forms. Such software constitutes either the copyrighted property of XiO or the proprietary trade secret information of XiO, or both, and shall be held in confidence by Customer. XiO retains title to the software (excluding media on which recorded) and all intellectual property rights, and no title to software or intellectual property rights is transferred to Customer. Unless Customer is granted greater rights by written amendment to these Terms and Conditions executed by XiO, Customer is hereby granted a personal, non- transferable, non-exclusive perpetual license to use only the number of copies of the software which are provided by Confidential Document I XiC, Inc. Page 12 of 13 Version 1.2 Newport Beach - ONB Stormwater System XiO, and to use such copies only on (i) the hardware on which it is originally mounted by XiO, or (ii) on a single hardware product identified by Customer in its purchase order and confirmed by XiO in its order acknowledgment. Without XIO's prior written consent, Customer may not copy the software for any purpose, nor may Customer remove the software or attempt to execute the software on any hardware other than the authorized hardware. Customer shall not, whether through use of disassemblers or any other means whatsoever (including but not limited to manual, mechanical or electrical means), reverse engineer, decompile, disassemble or derive source code from the software, or attempt to or permit any third party to do any of the foregoing, including causing the software to be destroyed or disabled. Any attempt to do any of these things shall be material breach of these Terms and Conditions which shall immediately entitle XiO to exercise any remedies set forth herein, as well as any remedy that may exist at law or in equity. The provisions of this Section 13 shall survive this Agreement in perpetuity. 14. Conditions of Operation THE PRODUCTS PROVIDED BY XIO ARE INTENDED TO BE USED ONLY WHEN SUPPLEMENTAL PROTECTION IS PROVIDED TO PREVENT DAMAGE TO CUSTOMER' PROPERTY OR INJURY TO PERSONNEL. BECAUSE OF THE HIGH COMPLEXITY OF A COMPUTER -CONTROLLED MACHINE CONTROL OR INPUT/OUTPUT SYSTEM, UNINTENDED MOTION AND ACTIONS CAN OCCUR. CUSTOMER ACCEPTS ALL RESPONSIBILITY FOR INTEGRATING XIO PRODUCTS INTO MECHANISMS OR PROCESSES. LIMIT SWITCHES MUST BE A PART OF A MACHINE CONTROL OR INPUT/OUTPUT SYSTEM. OPERATOR GUARDS AND OTHER PROTECTION FOR OPERATORS MUST UNILATERALLY ACT TO PROTECT PERSONNEL AND PROPERTY. CUSTOMER ACCEPTS ALL RESPONSIBILITY FOR INSURING THAT MECHANISMS OR PROCESSES OF WHICH XIO PRODUCTS ARE A PART COMPLY WITH APPLICABLE SAFETY AND HEALTH STANDARDS, MUNICIPAL CODES, AND ANY SIMILAR REQUIREMENTS. Confidential Document I XiC, Inc. Page 13 of 13 (THIS PAGE INTENTIONALLY LEFT BLANK) Table of Contents 1. MONITORING AND CONTROL SYSTEM...............................................................................................1 1.1. GENERAL-----------------------------------------------------------------------------------------------------------------------------------'I 1.1.1. Summary ....................................................................................... 1.1.2. Definitions...................._........_................................._................._......_.......................2 1.1.3. System Description .................... ...............2 1.1.4. Services -. ... ..............................................................-----...............---...........................2 1.1.5. Warranty............ ....... ............... ........... ... .... ............... . __2 1.2. MATERIALS................................................................................................................................2 1.2.1. Field Installable Units ................................... .................. ....................................... 2 1.2.2. Communication and Networking Hardware............................ ..................................3 1.2.3. Field Instrumentation Devices..................................................................................3 1.2.4. Operational Requirements..........................................._.................----.......................3 1.2.5. Integrated Cloud Engine................................_.......................................................---4 1.2.6. Cloud -based Management Services........................................:...............................4 1.3. CONSTRUCTION ................................:.........................................................................................5 1.3.1. Installation ............................... ............. ...................................... 5 .. ... ---.......... 1.3.2. Testing.....................--................................................................................................ ................_._.. ...........5 1.3.3. Training Materials......................................................................................................5 1.3.4. Manufacturer's Technical Support...........................................................................5 2. PROCESS AND INSTRUMENTATION EQUIPMENT.............................................................................5 2.1. GENERAL...................................................................................................................................5 2.1.1. Summary ................................................................. ........... ....... ................ 2.1.2. Definitions....................................................................................... 6 2.2. PRODUCTS.................................................................................................................................6 2.2.1. Field Installable Unit ................................................... .......................... .............. .......... 6 2.2.2. Current Transducer .......................................... ........................ ............ ..................... 7 2.2.3. Input/Output........................................... .............. -•................................................. --7 2.2.4. Pressure Transducer................................................................................................8 2.2.5. Level Transducer ............................ :::..:...:....:::..:.................. :..... :............. :::...::..;....... 8 2.2.6. Electrical Power and Signal Wiring-........:..:.. .......9 1. MONITORING AND CONTROL SYSTEM 1.1. General 1.1.1. Summary The monitoring and control system for the storm water pump control panels will be a cloud -based automation system as manufactured by XIO, Inc. or approved equivalent. The control system provider furnishes materials and services as specified. Control system provider fabricates the control equipment to be installed on or near the pump electrical panel. Control system provider provides remote support via web interface and telephone for installation, configuring, and commissioning of the complete monitoring and control system for the storm water pump control panel. 1.1.2. Definitions a. FIU: Field Installable Unit b. 1/0: Input/Output c. SCADA: Supervisory Control and Data Acquisition d. UPS: Uninterruptable Power Supply e. CSV: Comma -Separated Values 1.1.3. System Description The monitoring and control system must be a cloud -based SCADA system. FIUs must perform on-site, real time controls for critical operations. An approved cellular modem establishes a connection to the internet, providing secure up-to-the-minute data transfer to cloud -based servers hosted by the control system provider. A password protected webpage must provide access to all system data and must provide the capability to make remote configuration changes where applicable. Access to the secure cloud webpage must be available from any internet enabled device with a web browser and require no application to download to the device. 1.1.4. Services The control system manufacturer will provide the following services a. Provide all listed materials and equipment b. Configure Pump Control display screens c. Provide Historical Data Trending screen d. Provide templates for customized automatic reports e. Provide customized alarm notification via SMS text message, and emails f. Provide communication and networking equipment for installation in the field g. Provide cloud -based SCADA management system h. Provide remote support for final commissioning of the complete cloud -based SCADA management system i. Provide access to installation and training documentation j. Maintain cloud -based SCADA server hosted by XiO, Inc. with security and performance updates as needed as long as cloud service fees are paid 1.1.5. Warranty The monitoring and control system, including all materials, must be warrantied against defects in materials, workmanship and functionality for a period of 18 months from the date of shipment, or one year from start-up, whichever occurs first. Additionally, the industrial control module housed inside the FIU must be warranted for the life of the system as long as cloud service fees are paid. 1.2. Materials 1.2.1. Field Installable Units FIUs must consist of a "Soft -1/0" industrial controller, terminal blocks for terminating panel wiring, UPS and power supply. The "Soft -1/0" module must include electrically configurable 1/0 pins with connectors for power, ethernet, and terminal blocks. The FIUs must include a detailed label identifying the specific locations for all wiring connections. The number of FIUs required are shown on plans. All FIUs must: a. be pre-engineered and pre-programmed for the appropriate application b. be capable of easily expanding to add more hardware or software capability with no onsite programming or technical expertise. c. support any combination of equipment to include pumps, valves, chemical injection, and analytic equipment. d support fixed -speed or variable frequency drive (VFD) pumps. e. have secure, user -configurable set points for control parameters including pump setpoints and VFD frequency. f. allow for pump lead/lag and alternation on every pump run or when specified by the user. g. handle power failures seamlessly. h. continuously monitor all levels with secure cloud access. i. transmit data to secure cloud servers preformatted in scaled engineering units. 1.2.2. Communication and Networking Hardware The monitoring and control system must have an up-to-the-minute link to the internet provided by a cellular modem or other internet source that will be installed at the site. Outdoor UV -resistant Ethernet cables must be provided to connect a radio to the control system if applicable. 1.2.3. Field Instrumentation Devices Field instrumentation devices must consist of all sensors and transducers as listed in the plans for interfacing with the FIUs. All the cables required for terminating these devices must be provided by the control system manufacturer. 1.2.4. Operational Requirements The monitoring and control system must provide local equipment control coupled with web access to cloud -based data storage, computations, and graphical displays. Access to the monitoring and control system webpages must be available on any Internet enabled device via a secure socket layer connection. Operator log in must be password protected and must allow for view only or operational control access. The monitoring and control system must control the operation of the pumps, valves, and other equipment as required. Controls must be programmed for pumping out of the wet well for storm water systems as required. An operator must have the ability to adjust the pump start/stop level thresholds though the secure webpages. The monitoring and control system must allow for lead -lag control. An operator must designate the lead and lag pumps and their corresponding wet well level thresholds. If the lead pump is unable to keep up with demand and the wet well level increases to the lag pump's threshold, the lag pump must begin pumping to keep up with demand. Adjustments to the lead -lag control must be made through the secure webpages. The monitoring and control system must allow for automatic pump alternation. The operator must have the ability to enable and disable automatic pump alternation through the secure webpages. After a pump completes a pump run, the monitoring and control system will automatically assign the responsibility for the following pump run to the next pump in line. The monitoring and control system must work with redundant relay logic based low float and high float systems as shown. In case of FIU or transducer failures, the pumps must continue to operate by using the relay logic backup redundant control system. The monitoring and control system must track all control setting adjustments made through the cloud pages and must display those adjustments with an indication of the adjustment made, the person who made the adjustment, and the date and time the adjustment was made. 1.2.5. Integrated Cloud Engine The monitoring and control system must be delivered with an integrated software engine hosted in cloud servers maintained by the control system provider. This engine must be capable of the following: a. Real-time calculations producing values formatted to be equivalent to sensor data. These values may be utilized throughout the system in the same manner as sensor data. Values will include: a. wet well inflow (if no physical meter exists) b. wet well outflow (if no physical meter exists) c. electrical usage d. pump energy intensity b. Real-time sequence operation capable of performing peripheral control functions such as: a. coordinating geographically distributed pump stations to manage a common inflow. b. adjusting pump setpoints upon up/downstream lift station status (e.g. pump failure). c. triggering pump run cycle to drain the wet well based upon user -defined residence time. This reduces the likelihood of septicity and sedimentation. c. Advanced alarming functions to include: a. multiple alarm setpoints for a single parameter (e.g. high wet well level, high -high wet well level, etc.). b. correlating multiple points of data to generate alarms (e.g. pump electrical current & flow meter reading to determine if a pump has failed). c. communication alarms initiating from cloud servers. This ensures alarms are generated if the unit is disabled due to power outage or physical damage. 1.2.6. Cloud -based Management Services The monitoring and control system must be monitored and managed through an account on secure cloud servers managed by XiO, Inc. The secure cloud servers provide users access to webpages including: a. System Overview b. Levels c. Control Set points d. Alarms e. Reports f. Each pump control panel must have their own system screens. The monitoring and control system webpages must provide up to the minute status for all devices and instruments being monitored by the FIUs. The system must include alarm notifications. Alarm notifications must be sent via email and SMS message. An operator must designate who receives alarms and whether alarms are sent via email, SMS message, or both. The monitoring and control system webpages must also have control setpoint inputs for modifying the control parameters by an authorized and authenticated operator. All monitored data must be viewable by graphical trendline by specifying date range. The monitoring and control system webpages must generate automated reports that are viewable and downloadable through the webpages. All reported data must be archived in the SCADA system's historical database and accessible at any time by an authorized and authenticated user. At minimum, the following reports must be generated in printable and CSV format: a. Process data consisting of peak and average values on an hourly, daily, weekly, monthly, and yearly basis for all pertinent analog values for each flow meter b. Mechanical maintenance data such as pump run time and number of starts c Monitored data such as storm water level in lift station, pump electrical current, and daily pressure in forced main A historical database application must be provided to store all data received from all field devices required to generate these reports.The database must be readily scalable by the control system manufacturer to store an indefinite amount of data without requiring purging. 1.3. Construction 1.3.1. Installation A representative of the control system manufacturer must be available remotely to provide installation support and guidance to the installation contractor. A representative of the control system manufacturer will remotely verify a reliable communication link with the cloud servers and assist with calibration of sensors. The installation contractor will provide all on-site labor and observations to accomplish this. 1.3.2. Testing The control system manufacturer shall test all components of the control system prior to shipment. These tests must include: a. Initial sensor reading and calibration b. Communication equipment and secure remote access testing c. User interface and historical database accessibility & operational testing d. Control logic testing including simulated inputs e. UPS and battery testing 1.3.3. Training Materials Training materials pertaining to the operation and maintenance of the control system must be made available to authorized users via webpage managed by the control system manufacturer. 1.3.4. Manufacturer's Technical Support After Contract acceptance, the control system manufacturer must provide remote maintenance and technical support for the supplied equipment and hosted web server by qualified employees. This technical support must be available via a toll-free telephone number. Maintenance must include the manufacturer's routine preventive maintenance and adjustments for proper operation. This will be done in conjunction with an approved, operator employed by the bid issuing authority. 2. PROCESS AND INSTRUMENTATION EQUIPMENT 2.1. General 2.1.1. Summary This control system manufacturer will furnish instrumentation as specified in the plans. Installation must be performed by a licensed contractor with remote coordination from the control system manufacturer. 2.1.2. Definitions a. 1/0: Input/Output b. ISB: Intrinsically Safe Barriers c. FIU: Field Installable Unit d. IP: Internet Protocol e. VOIP: Voice Over Internet Protocol f. SCADA: Supervisory Control And Data Acquisition g. UPS: Uninterruptible Power Supply h. HMI: Human -Machine Interface 2.2. Products 2.2.1. Field Installable Unit The control system will consist of modular control units that can be electrically configured for a variety of 1/0 applications. a. The FIU at the storm water lift station pumps control panel must operate the storm water lift station and collect information from all field instrumentation devices connected to this station. This FIU communicates with cloud servers located at geographically distributed sites throughout the U.S.A. and accessed via secured webpage. a. No local Human Machine Interface (HMI) will be required for operation. Only modern smartphones, tablets or computers are used to visualize and control the lift station. b. Power Supply: The FIU must have integrated power supplies capable of powering typical sensing equipment. c. FIU will be equipped with a UPS that must power the FIU for a minimum of four hours during power outages and provide content updates and notification to authorized operators of power loss at the site. d. FIU must monitor UPS parameters to inform users of battery level and health. e. FIU Disconnect must be single pole, 120/240 -volt, AC, 100 -ampere frame, 20 -ampere or less trip, molded case circuit breakers. The interrupting capacity of the breakers must be 10,000 amperes (symmetrical) at 120 volts. f. The FIU must operate unilaterally from any Internet connection to control the lift station. The FIU must be completely configured. Redundant float circuits will serve to cause the two pumps to be energized upon high float trip and de -energized upon low float trip in the event of FIU failure. g. FIU must integrate with the Cloud servers. The FIU must have sufficient memory to operate to specification. h. FIU equipment must be able to operate in the following environment conditions: a. Operating temperature: 0-60 C. b. Humidity: 20 to 95 percent non -condensing c. Vibration: 57 to 150 Hz, constant acceleration 2-g d. Shock: 15-g, semi -sinusoidal 11 ms e. Noise immunity: 27 through 500 MHz i. Power supply for the FIU must operate at 120 -volts, 60 -Hz line voltage and must have the following characteristics: a. Input Voltage: 115/230 volts AC b. Operating Voltage: 85 to 250 volts AC c. Input Frequency: 47 to 63 Hz d. Input Power Interruption: 10 ms e. Output Voltage: 24 volts DC f. Output Rating: 1 ampere 2.2.2. Current Transducer Current sensing transducers must measure the AC current of loads and must output a 4-20 mA DC signal over the measured range Current transducers will be of solid -core construction for greater accuracy and reliability. 2.2.3. Input/Output No 1/0 expansion modules must be required. All 1/0 is via the configurable, connectorized Soft -1/00 module that provides for digital or analog inputs or outputs including sourcing or sinking inputs or outputs, voltage or current analog inputs or outputs. Dry contact outputs must employ high quality industrial control relays. Digital inputs must be equal to or better than below mentioned characteristics: a. 24 -volt DC Digital Inputs.- a. nputs:a. Number of points: as required b. Operating Voltage: 10 to 31.2 volts DC Sink or source c. Max. Continuous input voltage: 31.2 -volts DC d. Response Time Off to On: 0.5 ms e. Response Time On to Off: 0.5 ms f. Power Consumption: 3.8 Watts b. Digital output must have the following characteristics: a. Number of points: as required b. Operating Voltage: 10 to 31.2 volts DC c. Response Time Off to On: 1 ms d. Response Time On to Off: 1 ms e. Power Consumption: 3.8 Watts f. Current per point: 0.5 -amperes at 24 -volts DC c. Analog 1/0: a. Each Analog 1/0 must operate at the voltage level of the connected devices. b. Analog 1/0 must have the current of voltage level output required by the connected equipment as shown. d. Analog 1/0 modules must have the following minimum characteristics: a. Number of points: as required b. Operating Range: 0 to 20.5 mA c. Scan Time per input: 1 ms d. Power Consumption: 3.8 Watts e. Scaling to Engineering Units: Yes f. Time Stamping: Yes g. Resolution: 14 bits minimum bits e. Analog Output: a. Number of points: as required b. Operating Range: 0 to 20.5 mA/-10 to +10- volts c. Settling Time: 1 ms d. Power Consumption: 3.8 Watts e. Short Circuit Protection: Yes f. Time Stamping: Yes g. Resolution: 14 bits No programming will be required. No software must be purchased or programmed. No HMI will be required. All web pages on the secure Cloud site must be provided at no additional cost. 2.2.4. Pressure Transducer Pressure transducers must be industrial grade, microprocessor based differential transmitter type suitable for water applications with a 2 -wire, 4 to 20 mA output and 24V(dc) loop power signal. Pressure transducer must not require any local indicator that can display the measured pressure in bar, psi, or percent full scale; and pushbuttons on the digital display where parameters such as span, zero, and damping can be adjusted. Pressure transducer housing must be primarily stainless steel. Pressure transducers should provide a 1/4 -inch male NPT fitting and easily integrate into existing plumbing. Pressure transducer must have the following characteristics: 1. 11.5 to 30 volts DC excitation 2. 0.17 % nominal range accuracy 3. 0.1 % nominal range linearity 4. 0.1 % nominal range repeatability 5. 0.1 % nominal range hysteresis 6. 750 psi maximum static pressure 7. —4 to 185 degrees Fahrenheit operating temperature 8. CESI-ATEX approved intrinsically safe for hazardous atmosphere where required The sensors must be fully connectorized such that no wiring terminations must be made in the field. 2.2.5. Level Transducer Level transducer must be maintenance free, two -wire, loop powered, submersible level transducer system designed to use hydrostatic head pressure sensing principle to provide proportional 4 to 20 mA signal representing liquid level and pressure. Transducer electronics must be electrically and mechanically isolated from the sensed media via non- conductive fluid filled pressure transference cavity and housed inside barometrically compensated chamber. Transducer sensing element must incorporate high over -pressure protection and be designed to withstand intermittent overpressures. Transducer housing must be stainless steel housing suitable for operation in wastewater environments. Level transducer housing construction must resist and be unaffected by the build-up of solids on its surfaces or sensing diaphragm. Intrinsically safe barrier between the control panel and transducer assemblies must be provided that will make the level sensing system suitable for use in Class 1, Division 1 hazardous locations where required. Transducer must have the following characteristics: 1. Full scale accuracy of 0.25% with compensation for non -linearity, hysteresis and repeatability. 2. Ability to operate over a temperature range of -40 to 185 degrees F. 3. Not more than a 3% full scale error over a -40 to 180 degrees F temperature range 4. All level transducers must be from the same manufacturer wherever possible. 2.2.6. Electrical Power and Signal Wiring 1. Control and signal wiring external to the control panels and all power wiring must conform to the requirements of Division 26 specifications and the equipment manufacturers recommendations for the equipment it is connected to. 2. Power must be provided from dedicated circuits. Providing power to any wastewater control components from lighting circuits, receptacle circuits or any other circuit that serves other building general loads is unacceptable. Providing power from primary control panels to controllers and sub -controllers is acceptable. 3. Control and signal wiring in control panels must be restrained by plastic ties or ducts. Hinge wiring must be secured at each end so that any bending or twisting will be around the longitudinal axis of the wire and the bend area must be protected with a sleeve. 4. Arrange wiring neatly, cut to proper length, and remove surplus wire. Provide abrasion protection for any wire bundles which pass through holes or across edges of sheet metal. 5. Use manufacturer's recommended tool with the proper sized anvil, for all crimp terminations. No more than one wire may be terminated in a single crimp lug and no more than two lugs may be installed on a single screw terminal. 6. Wiring must not be spliced or tapped except at device terminals or terminal blocks. 7. Provide wire markers per Division 26 specifications on each conductor in the panel, at load connections, and at intermediate terminal blocks. Identify circuit with control wire number, as per Drawings. 8. The Subcontractor will be responsible for providing, installing, labeling, terminating, control and control power wiring as well as the BAS communications system (Ethernet) wiring. 9. Connection of field wiring must be made on the terminal blocks in the control panels. (THIS PAGE INTENTIONALLY LEFT BLANK) XIO Cloud SCADAO Control System Installation Guide Table of Contents OVERVIEW........................................................................................................................ 4 PREPARATION.................................................................................................................. 5 RECEIVE SHIPMENT & INVENTORY ITEMS............................................................................................ 5 SCHEDULE INSTALLATION................................................................................................................... 5 MOUNTING....................................................................................................................... 6 GENERAL........................................................................................................................................... 6 FIELD INSTALLABLE UNITS.................................................................................................................. 6 FIUOVERVIEW...................................................................................................................... 6 FIELD MONITORING UNITS................................................................................................................. 8 COMMUNICATION........................................................................................................... 9 OVERVIEW......................................................................................................................................... 9 MODEM............................................................................................................................................. 9 RADIOS............................................................................................................................................ 10 POWER& TEST................................................................................................................................. 10 SENSORS.........................................................................................................................12 INSTALLATION & CALIBRATION......................................................................................................... 12 ANALOGINPUTS.............................................................................................................................. 12 DISCRETEINPUTS............................................................................................................................. 13 FLOWMETERS................................................................................................................................. 13 CONTROL........................................................................................................................14 Pumps.............................................................................................................................................14 ANALOG OUTPUTS......................................................................... 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TEST................................................................................................................................14 USER INTERFACE TRAINING...........................................................................................15 1.1 l OVERVIEW................................................................................................................................... 15 HOME..............................................................................................................................................15 LEVELS............................................................................................................................................. 16 STATUS............................................................................................................................................ 16 REPORTS.......................................................................................................................................... 17 Confidential Document I XiO, Inc. 2 ALARMS........................................................................................................................................... 17 SCHEDULE........................................................................................................................................ 18 USERS.............................................................................................................................................. 18 LOGOUT...........................................................................................................................................19 DOCUMENTS.................................................................................................................................... 19 CUSTOMVIEWS................................................................................................................................ 19 Confidential Document I XiO, Inc. 3 Overview Please review this document before beginning installation of the XiO system. XiO recommends a planned, deliberate approach to installing an XiO Cloud SCADA° Control System. It is recommended to install the equipment site -by -site. Complete installing and testing equipment at one site before moving to the next if possible. It is recommended to follow this general order at each site: 1. Mount the control hardware. • This may include the Field Installable Unit(s) or Field Monitoring Units. Site selection is important, discussed below. 2. Establish Communication with the Xi0 Servers. • This includes mounting the communication hardware (modems, radios, etc.). This is a crucial step to ensure XiO can effectively support the installation. 3. Mount & Calibrate Sensors • This will effectively put the system in a monitoring mode of operation. This will allow the operators to view system data. 4. Wire and Test Control Circuits • Connect the control circuits to ensure the system can start/stop pumps, open/close valves, etc. 5. Check Setpoints and Conduct System Test • Verify that the control logic is operating properly. Each system will be tested differently depending on the control to be performed. 6. Add Users and Verify Alarms • The last step before operation is to add the appropriate users and verify that alarms are properly set. If you have any questions throughout the installation, please contact your XiO representative or contact XiO support at 415.462.1300 ext. 2 or support@xiowater.com. Confidential Document I XiO, Inc. 4 Preparation Receive Shipment & Inventory Items XiO will send a shipment notification when the system ships from the facility. Be sure to take positive control of the shipment and inventory all items. You will be sent a link to the user interface. The installation documents can be found under the "Site Documents" tab, it will include a list of items that comprise the system. Boxes are numbered and a packing list will also be included in the shipment. Inventory all items. Contact XiO if you believe items are missing. Schedule Installation Call 415.462.1300 ext. 2 or email support@xiowater.com to schedule installation support. XiO does not provide on-site assistance and recommends putting the installer (electrician, pump supply company, etc.) in direct contact with our support team. This allows for better communication and more responsive support. In general, pictures and videos are extremely helpful communication tools when installing and troubleshooting. Confidential Document I XiO, Inc. 5 Mounting General Most XiO equipment comes housed in a 10 -in. x 12 -in. x 6 -in. non-metallic NEMA -4X with mounting feet for installation on a wall or panel. There are several considerations when selecting a mounting location for the equipment: Temperature - As with all electronics, extreme temperatures, especially heat, can affect the proper operation of the system. The control equipment is rated up to 60°C. It is important to consider sources of heat when selecting a suitable mounting location for the equipment. • Keep out of direct sunlight. • Do not mount on a south -facing wall or panel. • Consider constructing a sun cover to provide shade. • Avoid mounting on a surface that may become hot such as an outdoor metal panel. Environment - System components are housed in NEMA -4X enclosures that protect them from many environmental conditions such as rain, solid objects, dust, and some corrosive agents. • Take additional steps to avoid harsh environmental conditions if possible • Be sure to provide a water -tight seal on any enclosure penetrations Field Installable Units Identify a suitable mounting location that is centrally located among the sensors and equipment to be controlled. Be sure to consider the items listed above. Once a suitable mounting location has been identified, mount the FIUs utilizing the included mounting feet. Be sure to arrange the FIUs in a way that allows easy access to make connections. Once the units are mounted, connect power to the units utilizing the terminal blocks labeled "INUPT AC Power" located at the bottom of the rail. IMPORTANT: The FIUs are designed to be powered with 120VAC, 50/60Hz. FIU Overview FIUs follow a standard layout for ease of installation. Refer to FIGURE 1 for an overview of the FIU. Confidential Document I XiO, Inc. 6 Label Terminal Blocks Power Connections Ethernet Port 25 -Pin Connector Soft -1/00 Module Duplex Receptacle Soft -1/0° Module - This is device that manages all of the inputs/outputs, communication, and logic. The Soft -1/0 Module is a universal controller that can be replaced easily. Ethernet Pon` - The ethernet port is located on the top of the Soft -1/0 Module. It is important to ensure ethernet cable is properly seated in this port. The PHY light located towards the back of the ethernet port (see FIGURE 2) will indicates communication activity. If this is not blinking, check connections. 25 -Pin Connector - This makes the connections from the Soft -1/0 Module to the Terminal Blocks. Duplex Receptacle - Power is supplied to the duplex receptacle by the Power Connections at the bottom or the Terminal Block rail. This is for Xi0 equipment ONLY. Power Connections - This supplies power to the FIU. Read the label on the FIU carefully to ensure the correct voltage is provided. Terminal Blocks - The terminal blocks are used to connect the inputs & outputs to the FIU. It is important to ensure all conductors are seated snugly in the appropriate terminal block. Label - The label serves as the wiring instructions. It specifies the type of signal to be connected to each terminal block. The terminal blocks are grouped by input or output and the individual terminal blocks are labeled by signal type. Confidential Document I XiO, Inc. 7 Field Monitoring Units The field monitoring unit is a simple, solar -powered monitoring device with integrated cellular modem. This device sends sensor data to the XiO cloud servers at ten-minute intervals. Mounting this unit is very similar to mounting the FIU. Site selection is important. Because it has an integrated cellular modem, it is important to limit signal obstructions. Mount the FMU outside of metal enclosures and as far above the ground as possible. If a solar power kit is provided, be sure to mount the solar panel where it can receive optimal sunlight. Confidential Document I XiO, Inc. 8 Communication Overview XiO Cloud SCADA® Systems require an internet connection in order to send data to the cloud servers and allow the operator to interact with the system. XiO systems communicate in two distinct ways: 1. XiO-managed cellular connection 2. Pee -to -peer, local radio network Many systems use a combination of these two methods. The local radio network allows the individual components to communicate constantly with one another. This local radio network keeps all the components within the system aware of the status of other components (tank level, pressure, etc.) regardless of the presence of a cellular connection. A cellular connection is provided in at least one location within the system to create a path from the system to the internet. This connection allows the users to remotely view and change values within the. Additionally, multiple cellular modems can be installed within the system to allow for components to communicate with one another through the XiO Cloud Servers. Generally, XiO systems are configured in a way that allows automated operation to occur without a connection to the cloud servers, however it is important to maintain the connection. Modem XiO supplies a line of 4G/LTE cellular modems that typically communicate on the Verizon cellular network. AT&T models are available upon customer request. The modem is housed in a 10in. x 12in. x bin. non-metallic NEMA -4X enclosure with mounting feet for installation on a wall or panel. Signal Strength - In addition to the general mounting considerations, signal strength is crucial when selecting a suitable site for a cellular modem enclosure. • Mount the modem in a location that will receive a strong cellular signal. • Do not place a modem enclosure inside a steel enclosure unless an external antenna is used. • If placing modem inside of a building or large structure, consider employing an external antenna. Confidential Document I XiO, Inc. 9 XiO utilizes power -over -ethernet (PoE), internet protocol (IP) radios to establish a local area network (LAN) that links the sites that comprise the system. The radio unit is housed in the antenna assembly to limit loss typically caused by long lengths of coaxial cable. A single shielded ethernet cable provides communication and power to the radio unit. Line of Sight - Make every effort to achieve a direct line of sight along the path of radio communication. • The radios are capable of penetrating some foliage, trees, and brush but not earth (hill). • Aim the radios as accurately as possible towards their intended communication point. • Mount the radios as high as possible to limit the obstructions between locations. Shielded Ethernet Cable - XiO supplies UV -rated, shielded, ethernet cable approved for outdoor use with the IP radios. Do not substitute this cable without consulting XiO. • Run the cable through conduit when available. • Provide strain relief on both ends to prevent the cable from being pulled from the ports. Interference - Placing multiple radios in close proximity may result in unwanted interference that can affect system operation. Take the following measures to avoid interference. • Separate radios by at least 6-10 feet (vertically or horizontally). • Avoid mounting radios near any existing communication equipment (cell tower, police radio, etc.). • Avoid mounting radios near high-power transmission lines. Power & Test Once the communication equipment is mounted, provide power and test the connection. XiO will provide the appropriate power receptacles, installers must provide 120VAC power. Confidential Document I XiO, Inc. 10 It is critical that the installer understands the radio network architecture before beginning installation. This includes knowing where each radio will be installed and understanding the path to the internet. When establishing communication, it is best to consider each unit's path to the internet and work from the modem. Begin with the site where the modem will be located. Power the modem and connect the adjacent FIU, check the user interface to ensure it is communicating. Once communication with the modem is established, begin with one radio connection. Power the radios at each site and align them to aim towards each other. Both horizontal and vertical alignment are important. Check the user interface for communication with the first radio site, once it is established, move to the next. Move from site to site until all units are communicating. Confidential Document I XiO, Inc. 11 Sensors Installation & Calibration XiO provides a number of high-quality sensors to capture data from throughout the water system. Installation - When installing the sensors be sure to use high-quality, shielded cable. The distance a sensor signal can run is limited by voltage loss over the cable. In general, a larger conductor will reduce loss and allow the signal to be carried farther. Consult XiO for unusually long cable runs (greater than 1,000ft.). XiO provides sensors with a standard length of cable that can be extended to the desired length using customer -supplied cable. Be use appropriately sized wire -nuts or terminals for the conductors used. Calibration - Keeping the sensors calibrated properly ensures clear -accurate data and dependable operation. XiO recommends checking sensor calibration every six months. There are two main methods for calibrating sensors, both require the operators to have actual measurements (tank gauge, flow meter register, pressure gauge, etc.). For all measurements taken, note the value seen on the equipment (e.g. tank gauge shows 11.4 ft.) and the date/time (e.g. 6/23/19 at 3:45pm). Two Point Calibration - This is the most accurate calibration because it enables adjustment of the calibration slope and offset. Take two measurements severa minutes or hours apart noting the values and time of each. Use the "Support" button to send the values to XiO Support. One Point Calibration - This is the less preferred method because it enables adjustment of offset only. Take one measurement and note the time & date. Use the "Support" button to send the values to XiO Support. Analog Inputs The most common type of analog signal used by XiO is a 4-20mA signal. Transducers regulate electrical current to indicate a physical measurement (e.g. pressure). Sensors are typically "loop -powered," meaning that the XiO controller is providing the power for the sensor and reading the sensor values. No external power supply is required. If a sensor loop is powered by an external source, it must be isolated. Analog inputs must be calibrated to ensure accuracy. XiO recommends confirming calibration every six months. Confidential Document I XiO, Inc. 12 Examples of Analog inputs: • Pressure transducer • Level Transducer • Current Transducer Discrete Inputs When connecting to a discrete signal (valve limit switch, intrusion switch, etc.), it is important to verify the state names (open/closed, on/off, etc.). Flow Meters XiO prefers to receive a pulse signal from a connected flow meter. Pulses allow XiO to calculate an accurate flow rate and total flow. It is important to ensure the system is appropriately configured for the flow meter in -use. Failure to verify meter type can result in damage to the register. Confidential Document I XiO, Inc. 13 Control Connect control circuits once the sensors are installed. XiO typically provides a dry contact (contactor) closure rated for 120VAC. If a control circuit utilizes a higher voltage, an additional contactor mounted outside of the FIU enclosure will be needed. Pumps XiO provides a dry contact closure rated for 120VAC to start pumps. It is important to wire the contact closure into the circuit with appropriate safety equipment (floats, motor savers, etc.). Always provide an on-site Hand -Off -Auto (HOA) switch to enable local control. The XiO system should be connected in the "AUTO" circuit. Valves Solenoid Valves - XiO provides a dry contact closure to actuate a solenoid valve. Be sure to work with XiO to ensure the appropriate logic is in place. Test Once the system is installed, communicating, and calibrated. It is important to test the desired functionality. XiO recommends following the procedure below for general testing: 1. Force operation - Test the ability to force a pump or valve into operation using the Control Setpoints page on the Xi0 user interface. Confirm that the Xi0 contactors, when energized, will commence operation of the equipment. 2. Check Setpoints - Check that the setpoints in the system are within safe operating limits. It is often helpful to set them to tighter parameters during testing so the cycle will happen more quickly. 3. Automatic Operation - Place the system in "AUTO" and allow it to complete at least one cycle of operation. Be sure to monitor it closely throughout. Use the HOA switch at the site to turn components off if needed. Confidential Document I XiO, Inc. 14 User Interface (UI) UI Overview Every XiO system includes a full -featured, browser -based user interface. This interface can be accessed from any web -enabled smartphone, tablet, or computer. Users have unique login credentials to access the system and maintain an audit log. The system owner will be given access to their system by XiO, the owner must add subsequent users to the system. All pages include several common elements: • Navigation Bar - The Navigation Bar across the top of the screen is the main method of navigating the site. Some items include a dropdown list for further navigation. • Support Button - Clicking the Support Button at the bottom right corner of the screen displays a dialog box to enter support issues. This sends a message to an inbox that is monitored seven days a week between 6:00am and 7:00pm PST. • Site Information Footer - The footer displays administrative information (Copyright & Release Version) as well as the support phone number (415.462.1300 ext. 2) for reference. Home The Home screen is the first screen seen when logging in. It is designed to give the user an at -a -glance view of system operation. This is typically referred to as the Process View. It consists of two main parts: • Last Communication • System Overview Last Communication This section lists all of the XiO units in the system as well as their communication status. A green icon displays if it has communicated with the cloud server within the last 15 minutes. Otherwise, a red icon will display along with a message saying "Communication with the cloud server is down." Below the name of the unit, the time of the last communication is displayed in local time. It is important to take note of this time. All data reported from those units will be as recent as the last reported time. Confidential Document I XiO, Inc. 15 System Overview The System Overview provides a graphical representation of the current status of the system. This is a dynamic view that will display current status. Pumps and valves will illuminate in green when running. Tanks will display a graphical representation of the water level as well as a number. Levels The levels tool displays graphs and trendlines of system data. The Graphing Tool is the primary page in the Levels section. Graphing Tool The graphing tool enables users to create custom graphs with up to four trendlines. This is helpful to visualize operation and ensure the system is operating normally. To create a new graph: 1. Click 2. Enter a graph title (required) and description (optional). 3. 4. Choose an FIU 5. Choose Data Point 6. Rename Data Point for Display (Optional) 7. Choose Display Y -Axis Label side (Left, Right, None) 8. Click 9. Repeat Steps 3 - 8 to add more data points, up to four. 10. Click Saved Graphs will appear in the "MY SAVED GRAPHS" section on the left side of the screen. Select a graph and adjust the desired date range. Graphs can be exported as images or comma separated values (csv) files. Confidential Document I XiO, Inc. 16 Status The status page displays the raw data from the field. This page is typically used for troubleshooting. You can select the UNIT and view the status of all data points associated with it. Click the graph icon to the right of the status to view a trendline for that data point. Reports The Reports section contains pre -formatted reports as well as the XiO Reporting Tool. Typical reports found in this section: • Water Quality Reports - As defined by the customer, this displays critical water quality measurements at 15 -minute intervals. • Pump Run Times - This will display daily pump runtimes, gallons pumped, and pump efficiency if possible. • Communication Quality - This will show the communication quality over the past hour and day (percentage of communication packets received). o Clicking on the Last Day value will display a communication graph that allows the user to view historical communication. NOTE: This will display the number of packets received, 100% for an FIU is 60 packets (once a minute), for an FMU, 100% is 6 packets (once every 10 minutes). Reporting Tool Creating a custom report is similar to creating a custom graph. To creat a report: 1. Click' ' 2. Enter a report title (required) and description (optional). 3. Select a reporting unit. 4. Select data from the Available Columns column. 5. The selected columns will appear in the Selected Columns column. 6. Repeat steps 3 - 5 until all desired columns have been selected. 7. Choose whether to display units in the REPORT SETTTINGS section on the left side of the screen. 8. Choose reporting interval in the REPORT SETTTINGS section on the left side of the screen. 9. Click Confidential Document I XiO, Inc. 17 Reports can be exported in a csv format. Alarms The alarms section allows users to manage alarms and notifications. There are two important pages in this section: • Alarm Settings • Alarm Timeline Alarm Settings This page is used to select alarm recipients and enable/disable alarms. Click ' ' to select the recipients and type of alarms (SMS text and/or email). This list will populate with users listed under the Users tab, described below. Add a person to the Users tab if they do not appear on this list. Alarms may be edited from this page by clicking on the corresponding edit icon. From here you can select the alarm threshold, delay times, and reset conditions to trigger alarms. Contact XiO to add alarms that do not appear on this list. Alarm Timeline The Alarm Timeline page enables users to view active and past alarms. The list can be filtered by date, type of alarm, type of event, status, and corresponding FIU. Click on an alarm to view more details. Schedule The Schedule page is used for system control. It consists of two pages: • Control Setpoints • Control History Control Setpoints This is where users can adjust system operation and modify setpoints. This page is organized by FIU. Instructions are included in each row. Commands may sent immediately or scheduled to be sent at any point in the future. Confidential Document I XiO, Inc. 18 Control History This page contains the audit log of changes made to control setpoints. This list displays the name of the user to make a change, the change made, and the date & time of the change. Users The Users page is used to manage users. This is where user information is entered and modified. A welcome email with a link to login is sent when a new user is created. There are four user roles to be selected: • Viewer - Can only view the site. They cannot make any changes. • Alarm Viewer - Can view the site and receive alarms. They cannot make any changes. • Manager - Can view the site, receive alarms, edit setpoints, and start/stop pumps. • Owner - Can do everything a Manager can do and add/edit other users. Logout Clicking Logout will log the user out of the site. It is important to logout when not using the UI to maintain best security. Documents The Documents section allows users to remotely access and download important documents pertaining to their system. This includes installation files, communication layouts, and important internal documents for both the XiO Staff and the customer's operations and management team. Custom Views/Dashboards Custom Views & Dashboards may be created at customer request. These organize information and control into easy-to-use screens. Contact your XiO representative for custom view requests. Confidential Document I XiO, Inc. 19 APPENDIX G - WATER POLLUTION CONTROL PROGRAM 1. WATER POLLUTION CONTROL DRAWING 2. WATER POLLUTION CONTROL PROGRAM (THIS PAGE INTENTIONALLY LEFT BLANK) NEWPORT BOULEVARD NB —SS-- — Ss----is"— ss--—ss-----ss---- m 2 M WASH CW WATER POLLUTION CONTROL DRAWING �- ss-----ss-----ss--- B GB BB_ G�B�Gg�—GB�� STORAGE YARD AND CCU) STAGING AREA HOUSE KEEPING PER BMP SUMMARY TABLE STORAGE YARD PLAN SCALE: 1" = 20' �8 �89J�88J�89J�98 ��- —_—ss-- __ ORT BOULEVARD __ OLD NEWPORT STORAGE YARD PLAN SCALE: 1 " = 20' GENERAL WATER POLLUTION CONTROL NOTES: BMP SUMMARY TABLE BMP FACT SHEET DESCRIPTION SS -1 O2 SCHEDULING SS -2 -i PRESERVATION OF PROPERTY SS -7 AND INSTALL STORM DRAIN INLET PROTECTION PER CALTRANS BMP SC -10. TEMP. EROSION CONTROL BLANKET (SLOPE) SS -8 "RUMBLE" PLATES WITH CURB RAMPS (AS REQ'D). PLACE GBB BOTH SIDES AS SHOWN. TEMP. MULCH (WOOD) SC -5 -----as-----as --- TEMP. FIBER ROLLS SC -6 2 TEMP. GRAVEL BAG BERM SC -7 STREET SWEEPING SC -10 TEMP DRAIN INLET PROTECTION TC -1 (MOD.) TEMP. CONST. ENTRANCE WE -1 - WIND EROSION CONTROL NS -1 3 WATER CONTROL & CONSERVATION NS -2 DEWATERING NS -3 PAVING, SEALING, SAW CUTTING, AND GRINDING NS -6 ILLEGAL CONNECTION REPORTING NS -7 POTABLE WATER/IRRIGATION NS -8 VEHICLE CLEANING NS -9 VEHICLE & EQUIP. FUELING NS -10 VEHICLE & EQUIP. MAINT. NS -12 CONC. CURING NS -14 CONC. FINISHING WM-1 MATERIAL DELIVERY/STORAGE WM-2 MATERIAL USE WM-3 STOCKPILE MGMT. WM-4 SPILL PREVENTION/CONTROL WM-5 SOLID WASTE MGMT. WM-6 HAZARD WASTE MGMT. WM-8 CONC. WASTE MGMT. WM-8 TEMP. CONC. WASHOUT (PORTABLE) WM-9 SANITARY/SEPTIC WASTE MGMT. O cc—___ss-- CONTRACTOR TO ESTABLISH TEMP. CONSTRUCTION ENTRANCE WITH C ADEQUATE BMP CONTROLS AS NEEDED. 1 THE FOLLOWING PLANS ARE ACCURATE FOR STORM WATER POLLUTION CONTROL PURPOSES ONLY. 2 THE INFORMATION ON THIS PLAN IS INTENDED TO BE USED AS A GUIDELINE FOR THE CONTRACTOR AND SUBCONTRACTORS TO COMPLY WITH THE REQUIREMENTS OF THE STATE WATER RESOURCES CONTROL BOARD. 3 USE IN CONJUNCTION WITH THE WATER POLLUTION CONTROL PLAN (WPCP). LEGEND EBM SS -7 EROSION CONTROL BLANKET SS -8 WOOD MULCHING SC -6 GRAVEL BAG BERM SC -10 INLET PROTECTION (TYPE 3) TC -10 STABILIZED CONSTRUCTION ENTRANCE/EXIT �/CSI WM-3 STOCKPILE MANAGEMENT WM37 WASH WM-8 CONCRETE WASTE MANAGEMENT CW FOR OLD NEWPORT BLVD BOX CULVERT DIVERSION IN ORANGE COUNTY CITY PROJECT NO. C-8279-2 PREPARED BY: STANTEC FOR: THE CITY OF NEWPORT BEACH NEWPORT BOULEVARD NB ---ss-----ss-----ss--- WATER POLLUTION CONTROL NOTES: 01 C AND INSTALL PERIMETER EROSION PROTECTION PER CALTRANS BMP SC -5, SC -6 (USE PYRAMID - -----ss-----Ss-----SS--- O2 PROVIDE TEMPORARY ROLL -OFF TYPE CONCRETE WASHOUT BIN (5-CY CAPACITY MIN.) AND CONCRETE WASHOUT -i ACCORDANCE WITH CALTRANS BMP WM-8 DURING CONC. CONST. ACTIVITIES. O3 FURNISH AND INSTALL STORM DRAIN INLET PROTECTION PER CALTRANS BMP SC -10. O CONSTRUCT MODIFIED TC -1 TEMP. CONST. SITE ENTRANCE CONSISTING OF 2 - 8' W X 10' L TRACK -OUT "RUMBLE" PLATES WITH CURB RAMPS (AS REQ'D). PLACE GBB BOTH SIDES AS SHOWN. O5 PROVIDE — _as -----as-----as --- FURNISH — � z _as—�— 2 AND INSTALL JUTE MESH BLANKET PER CALTRANS BMP SS -7 ON TOP OF MULCH. as - - _ 3 OLD NEWPORT BOULEVARD (: 2 DOWNSTREAM INLET PROTECTION PLAN SCALE: 1 " = 20' STORM WATER POLLUTION CONTROL NOTES: 01 FURNISH AND INSTALL PERIMETER EROSION PROTECTION PER CALTRANS BMP SC -5, SC -6 (USE PYRAMID APPROACH) OR AS REQUIRED BY CITY INSPECTOR. O2 PROVIDE TEMPORARY ROLL -OFF TYPE CONCRETE WASHOUT BIN (5-CY CAPACITY MIN.) AND CONCRETE WASHOUT SIGN IN ACCORDANCE WITH CALTRANS BMP WM-8 DURING CONC. CONST. ACTIVITIES. O3 FURNISH AND INSTALL STORM DRAIN INLET PROTECTION PER CALTRANS BMP SC -10. O CONSTRUCT MODIFIED TC -1 TEMP. CONST. SITE ENTRANCE CONSISTING OF 2 - 8' W X 10' L TRACK -OUT "RUMBLE" PLATES WITH CURB RAMPS (AS REQ'D). PLACE GBB BOTH SIDES AS SHOWN. O5 PROVIDE STREET SWEEPING AND VACUUMING PER CALTRANS BMP SC -7. O6 FURNISH AND INSTALL WOOD MULCH IN DISTURBED AREA PER CALTRANS BMP SS -8. O FURNISH AND INSTALL JUTE MESH BLANKET PER CALTRANS BMP SS -7 ON TOP OF MULCH. GRAPHIC SCALE 20 0 20 60 SCALE: 1 " = 20' - 404%, moo NEWPORT BOULEVARD S IN NEWPORT BOULEVARD NB OLD NEWPORT BOULEVARD vm s. j", III KEY INDEX MAP NEWPORT BOULEVARD NB w —Ss--- \ \ SS — _— S — — — --- — SS _ \ \ _ —SS_. I —a6;7_—- ---3_ —3-----y3— — • • r Z` �� 4S_— _ INSTALL PC as -----as 2�----as-----as ----� est— m� 2g - - AS SHOWN PER / =t SEPARATE PLANS —2 co 100==RRO 090H OLD NEWPORT BOULEVARD (: 3 CONSTRUCTION WORK AREA PLAN SCALE: 1 " = 20' NEWPORT BOULEVARD NB SL ---E----- \ SS--_ -----sS_— ----E--- \ —ss__ -1 ___ss___ _ss __ _E-6 7 — —E as LT as ---=c -es 7 NOTES: 1. ALL CONSTRUCTION VEHICLES/EQUIPMENT SHALL HAVE AN OIL SPILL PAN WHEN NOT IN USE. [6 OLD NEWPORT BOULEVARD 4 POST CONSTRUCTION PLAN SCALE: 1 " = 20' C-8279-2 (THIS PAGE INTENTIONALLY LEFT BLANK) Water Pollution Control Program (WPCP) Old Newport Boulevard Box Culvert Diversion N/A WATER POLLUTION CONTROL PROGRAM (WPCP) For Old Newport Boulevard Box Culvert Diversion Caltrans Encroachment Permit Number for Local Agency / Private Entity: To be Determined Caltrans Encroachment Permit Number for Contractor: To be determined Prgpared,for: City of Newport Beach Public Works Department 100 Civic Center Drive Newport Beach, California 92660 Resident Engineer's Name RE Phone Number Submitted by: Company Name Company Address - Line 1 Company Address - Line 2 City Name, State Zip Code Contractor's Phone # Construction Co. Owner's Rep. Proiect Site Address Old Newport Boulevard & Catalina Drive Project Site Phone # Contractor's Water Pollution Control (WPC) Manager WPC Manager's Name WPC Mgr. Phone # Contractor's Alternate Water Pollution Control (WPC) Manager Alt. WPC Mgr. Name Alt. WPC Mgr. Phone # Contractor's Designated Water Pollution Control Inspector (if different from WPC Manager) Inspector's Name Inspector's Phone # Water Pollution Control Program (WPCP) Old Newport Boulevard Box Culvert Diversion N/A Contractor's Alternate Designated Water Pollution Control Inspector (if different from WPC Manager) Alt. Insp. Name Alt. Insp. Phone # WPCP Prepared by: Stantec Consulting 38 Technology Drive Suite 100 (949)923-6017 Phillip M. Jones, Sr. Project Manager WPCP Preparation Date March 4, 2019 Water Pollution Control Program (WPCP) Old Newport Boulevard Box Culvert Diversion N/A Contents WPCP Template SECTION 10 WPCP Certification and Acceptance 10.1 Contractor's Certification and Acceptance by the Resident Engineer 10.2 Amendments 10.3 Contractor's Annual Certification and Acceptance by the Resident Engineer SECTION 20 Project and Contractor Information 20.1 Project Description 20.2 Unique Site Features 20.3 Contact Information for Responsible Parties 20.4 Training SECTION 30 Pollution Sources and Control Measures 30.1 Pollutant Sources 30.1.1 Inventory of Materials and Activities that May Pollute Stormwater 30.1.1 Potential Pollutants from Site Features or Known Contaminants 30.2 Soil Stabilization (Erosion Control) and Sediment Control 30.2.1 Soil Stabilization BMPs 30.2.2 Sediment Control BMPs 30.2.3 Tracking Control BMPs 30.2.4 Wind Erosion Control BMPs 30.3 Construction Site Management 30.3.1 Non-Stormwater Management BMPs 30.3.2 Waste Management and Materials Pollution Control BMPs 30.4 Water Pollution Control Drawings (WPCDs) 30.5 Water Pollution Control Schedule SECTION 40 WPCP Implementation 40.1 Water Pollution Control Manager Responsibilities 40.2 Weather Forecast Monitoring 40.3 Best Management Practices Status Report 40.4 Stormwater Site Inspections and Site Visual Monitoring 40.5 Stormwater Site Inspections 40.6 Site Visual Monitoring 40.6.1 Visual Monitoring Prior To a Forecasted Storm Event Water Pollution Control Program (WPCP) Old Newport Boulevard Box Culvert Diversion N/A 40.6.2 Visual Monitoring During Extended Forecasted Storm Event 40.6.3 Visual Monitoring Within 48 Hours After A Qualifying Rain Event Generating Site Runoff 40.6.4 Visual Monitoring Non-Stormwater Discharges 40.6.5 Visual Monitoring Documentation, Follow-up and Tracking Procedures SECTION 50 WPCP Reporting Requirements 50.1 Record Keeping 50.2 Discharge Reporting 50.3 Regulatory Agency Notice or Order Reporting 50.4 Illegal Connection/Illicit Discharge Reporting WPCP Attachments Attachment A Attachment B Attachment C Attachment D WPCP Appendices ...........Water Pollution Control Drawings ...........Water Pollution Control Schedule ..............................WPCP Amendments ......Stormwater Training Documentation Appendix A .......................CEM -2008 SWPPP/WPCP Amendment Certification and Authorization Appendix B..........................................................CEM-2009 SWPPP/WPCP Amendment Log Appendix C...................................................................CEM-2023 Stormwater Training Record Appendix D.......................................................CEM-2024 Stormwater Training Log (Optional) Appendix E ........CEM -2034 Monthly Stormwater BMPs Material Inventory Report - Optional Appendix F.........................................................CEM-2030 Stormwater Site Inspection Report Appendix G .............................................CEM -2035 Stormwater Corrective Actions Summary or ...CEM -2035T Stormwater Corrective Actions Summary - Lake Tahoe Hydrologic Unit Appendix H.................................................................CEM-2061 Notice of Discharge Report or ..............................CEM -2061T Notice of Discharge Report - Lake Tahoe Hydrologic Unit Stormwater Sample Field Test Report/Receiving Water Monitoring Report Appendix I ..................................CEM -2070 SWPPP/WPCP Annual Certification of Compliance 10.1 Contractor's Certification and Acceptance by the Resident Engineer WPCP PREPARER CERTIFICATION OF WPCP "I certify that I have the qualifications and certifications specified for a Qualified SWPPP Developer (QSD) or Qualified SWPPP Practitioner (QSP) shown in the National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities, Order No. 2009-0009-DWQ, NPDES No.CAS000002, Section VII, Training Qualifications and Certification Requirements. I certify that this WPCP meets the requirements set forth in the contract special provisions, Caltrans Standard Specifications, and the Caltrans SWPPP/WPCP Preparation Manual. I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." QSD/QSP Certification Expires Aug.30, 2019 WPCP Preparer Signature Date Phillip M. Jones, (949)923-6017 WPCP Preparer Name Telephone Number Sr. Project Manager WPCP Preparer Title CONTRACTOR'S CERTIFICATION OF WPCP "I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." Contractor's Signature To be determined Contractor's Name To be determined Contractor's Title To be determined Date To be determined Telephone Number For Use by Local Agency / Private Entity Only LOCAL AGENCY / PRIVATE ENTITY RESIDENT ENGINEER'S ACCEPTANCE OF WPCP "I certify under a penalty of law that this document and all attachments were reviewed under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly evaluated the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted, to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." This WPCP is accepted based on a review performed by myself or personnel acting under my direction. that detrermined that the WPCP meets the requirements set forth in the contract special provisions, Caltrans Standard Specifications, and the Caltrans SWPPP/WPCP Preparation Manual. To be determined Resident Engineer's Signature Date Resident Engineer's Name RE Phone Number Resident Engineer's Name Telephone Number For Use by Caltrans Only CALTRANS OVERSIGHT ENGINEER'S CONCURENCE OF WPCP I, and/or personnel acting under my direction and supervision, have reviewed this WPCP and concur with the Resident Engineer's findings that it meets the requirements set forth in the contract special provisions, Caltrans Standard Specifications, and the Caltrans SWPPP/WPCP Preparation Manual. To be determined Caltrans Oversight Engineer's Signature Date of WPCP Concurrence To be determined To be determined Caltrans Oversight Engineer's Name Telephone Number 10.2 Amendments The WPCP shall be amended whenever there is a change in construction and/or construction operations that could cause the discharge of pollutants from the project's construction site which, in turn, could adversely affect the quality of surface waters, groundwater, municipal storm drain systems, or (shall be amended) when deemed necessary by the Resident Engineer. The WPCP shall be amended when: + Changes in work activities could affect the discharge of pollutants + Contractor wishes to amend proposed construction site BMPs to better suit his means and methods of construction site operations that will ensure water quality effectiveness of the job site + WPC practices are added by construction contract/agreement change order Amendedments to this WPCP shall be documented in writing and include revised drawing sheets where applicable. WPCP amendments shall be certified by the Contractor and accepted by the Resident Engineer or his designee. Amendments shall be documented utilizing Caltrans Form CEM -2008, "SWPPP/WPCP Amendment Certification and Acceptance form." All WPCP amendments shall also be tracked and documented on Caltrans Form CEM -2009, "SWPPP/WPCP Amendments Log," and shall include: + Amendment number + Amendment date + Brief description of amendment and associated revisions/additions + Name of individual and their affiliation requesting amendment + Amendment acceptance date Accepted amendments with updated amendment log shall be attached to the Contractor's on-site WPCP. 10.3 Contractor's Annual Certification and Acceptance by the Resident Engineer After 20 working days from the initial construction start date, the Contractor shall certify that the water pollution control measures are being implemented in accordance with the accepted and/or amended WPCP for the project. The Contractor shall submit the annual certification to the Resident Engineer or his designee for acceptance on Caltrans Form CEM -2070. 20.1 Project Description The proposed project is located in the City of Newport Beach, California within the landscaped island between Old Newport Boulevard and Newport Boulevard (SR 55) at the Highway 1 Northbound Long Beach Exit intersection (near the Catalina Drive intersection with Old Newport Boulevard). The proposed project will provide an urban runoff, dry -weather flow diversion for a Caltrans owned reinforced concrete box (RCB) storm drain culvert that runs along the west side of SR -55 and drains into Newport Harbor. Dry -weather, urban runoff flows will be diverted/pumped to an Orange County Sanitation District (OCSD) trunk sewerline within Newport Boulevard. The work necessary for the completion of this contract consists of, but not limited to: mobilizing, providing traffic control, erosion control, staking and survey monument restoration, verifying utility locations and coordinating with utility companies; clearing and grubbing; completing site demolition and core drilling existing sewer manhole structure, dewatering, earthwork, and site grading; constructing diversion improvements including but not limited to manhole access shaft and diversion junction structure modifications to existing RCB, gravity diversion PVC Sched. 80 drain pipe, precast wetwell lift station, small diameter diversion force main, precast meter box and manholes, interior drop connection to existing sewer manhole, furnishing and installing miscellaneous metals and non-metal grates, utility pump, control switches, control panel, and equipment cabinet, check valves, flow meters, cleanout facilities, concrete walk, curb and gutter, and retaining curb; asphalt concrete slot paving, electrical site improvements, re -landscaping and irrigation replacements; preparing as -built drawings; and all other work required by the contract documents. 20.2 Unique Site Features The project construction activity will take place adjacent to a high volume traffic area, but not within the travelway. This specific Caltrans owned municipal separate storm sewer system (MS4) drains to Newport Harbor; a high contact water body. The project may require groundwater dewatering subject to (and shall conform and comply with) the Santa Ana Regional Water Quality Control Board (SARWQCB) De minimus Permit for Groundwater Dewatering Wastes - Order No. R8-2015-0004, NPDES No. CAG998001. Direct or indirect discharge of water from dewatering operations into the MS4 will first require a submittal from the Contractor (or his subcontractor) of his sampling, testing, and treatment plan to the Resident Engineer to demonstrate compliance with the permit. 20.3 Contact Information for Responsible Parties Resident Engineer Name: Resident Engineer's Name Title: Resident Engineer Company: City of Newport Beach Address: Public Works Department 100 Civic Center Drive Newport Beach, California 92660 Phone Number: RE Phone Number Emergency Phone Number (24/7) To be determined Email address: To be determined Contractor Name: Construction Co. Owner's Rep. Title: To be determined Company: Company Name Address: Company Address - Line 1 Company Address - Line 2 City Name, State Zip Code Phone Number: Contractor's Phone # Emergency Phone Number (24/7) To be determined Email address: To be determined Water Pollution Control Manager (WPC Manager) Name: WPC Manager's Name Title: To be determined Company: To be determined Address: To be determined To be determined To be determined, To be determined To be determined Phone Number: WPC Mgr. Phone # Emergency Phone Number (24/7): To be determined Email address: To be determined Erosion and Sediment Control Provider Name: To be determined Title: To be determined Company: To be determined Address: To be determined To be determined To be determined, To be determined To be determined Phone Number: To be determined Emergency Phone Number (24/7) To be determined Email address: To be determined 20.4 Training WPC Manager's Name, the WPC Manager for this project, meets the Qualified SWPPP Practioner (QSP) registration or certification requirement of Section VII., "Training Qualifications and Certification Requirements," of the Construction General Permit based on: • John D. Doe, the WPC Manager for this project has the following registrations and certifications: QSD/QSP certification No. The WPC Manager has received the following training: • John D. Doe, the WPC Manager for this project has the following relavent training: Water Quality Training Course - On the Job Training - The WPC Manager has the following WPCP development and implementation experience: • John D. Doe, the WPC Manager for this project has XX -years of SWPPP & WPCP implementation experience The WPCP for this project was developed by, who meets the Qualified SWPPP Practioner (QSP) registration or certification requirement of Section VII., "Training Qualifications and Certification Requirements," of the Construction General Permit based on: The QSP has received the following training: The QSP has the following WPCP development experience: Contractor or subcontractor employees responsible for water pollution control best management practices (BMPs) installation, maintenance and repair have received the following training: • Contractor & subcontractor personnel shall be trained prior to working on the site in the following subjects: water pollution control rules and regulations, implementation and maintenance of temporary sediment control and soil stabilization. Contractor and subcontractor employees shall be trained prior to working on the site in the following subjects: • water pollution control rules and regulations. • implementation and maintenance for: 0 temporary soil stabilization o temporary sediment control o tracking control o wind erosion control o material pollution prevention control o waste management o non -storm water management • identifying and handling hazardous substances • potential dangers to humans and the environment from spills and leaks or exposure to toxic or hazardous substances Informal employee training shall include tailgate site meetings to be conducted weekly and address the following topics: • water pollution control best management practices (BMPs) deficiencies and corrective actions • BMPs that are required for work activities during the week • spill prevention and control • material delivery, storage, use, and disposal • waste management • non-stormwater management A summary of formal and informal training of various personnel is shown in Attachment D. A copy of all training certificate(s) for the WPC Manager and the WPCP Preparer are included in Attachment D. Stormwater training for project personnel shall be documented on form CEM -2023 Stormwater Training shown in Appendix C. For each training occurance, both a training record and an updated training log, form CEM -2024 Stormwater Training Log, shown in Appendix D, must be completed. A copy of the training log, training record and copies of all training certificates for project personnel will be kept in WPCP file category 20.23 Contractor Personnel Training Documentation. An updated trainig log and documentation of new training shall be submitted to the RE within 5 days of training. 30.1 Pollutant Sources 30.1.1 Inventory of Materials and Activities that May Pollute Stormwater The following is a list of construction materials that will be used and activities that will be performed that will have the potential to contribute pollutants, other than sediment, to stormwater runoff. Portland Cement Concrete Quick Setting Non -Masonry Grout PVC Bonding Glue PVC Plastic Pipe Landscaping Materials Vehicle & Equipment Fluids The following is a list of construction activities that have the potential to contribute sediment to stormwater discharges include: Clearing and grubbing Activities Site Grading Activities Tench Excavation Landscaping Activities Sawcutting, trimming of PVC plastic pipe Dewatering activities Concrete placement and grouting activities O&M of vehicles and equipment 30.1.2 Potential Pollutants from Site Features or Known Contaminants Existing site features that, as a result of past usage, may contribute pollutants to stormwater (e.g., toxic materials that are known to have been treated, stored, disposed, spilled, or leaked onto the construction site) include: • There are no known existing features that may contribute pollutants to stormwaters The following contaminants are known to exist at the project site locations identified: • There are no known existing materials or substances on site that may contribute pollutants to stormwaters 30.2 Soil Stabilization (Erosion Control) and Sediment Control 30.2.1 Soil Stabilization BMPs The following soil stabilization BMP implementation table indicates the BMPs that shall be implemented to control erosion on the construction site. Implementation and locations of temporary soil stabilization BMPs are shown on the WPCDs in Attachment A and described in this section. Any additional BMP detail drawing necessary to convey site specific BMP configuations can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project. CONSTRUCTION BMP NAME CONTRACT CONTRACT BMP USED IF A CONTRACT MINIMUM BMP ID NO.(1 MIN BID ITEM REQUIREMENT BUT NOT REQUIRE- USED, STATE REASON Yes No MENT(2) SS-1 Scheduling D O O O SS-2 Preservation of Property/ Preservation of Existing 0 ❑ O Vegetation SS-3 Bonded Temporary Hydraulic Mulch (Bonded Stabilized Fiber ❑ ❑ O O Matrix) SS-3 Polymer Temporary Hydraulic Mulch (Polymer Stabilized Fiber ❑ ❑ O O Matrix) SS-4 Temporary Erosion Control (With Temporary Seeding) ❑ ❑ O O SS-5 Temporary Soil Stabilizer ❑ ❑ O O SS-6 Temporary Erosion Control (Straw Mulch with ❑ ❑ O Stabilizing Emulsion) Jute Mesh Blanket is a post SS-7 Slope Temporary Erosion Control Blanket (On Slope) construction BMP installed with landscaping SS-7 Swale Temporary Erosion Control Blanket (In swale or ditch) ❑ ❑ O O SS-7 Geotextile Temporary Cover (Geotextiles and Mats) ❑ ❑ O SS-8 Temporary Mulch (Wood) YOU MUST STATE A REASON ❑d ❑ 0 FOR NOT USING THIS BMP (Post Construction BMP installed with landscaping) SS-9 Earth Dikes / Drainage Swales & Lined Swales ❑ ❑ O 0 SS-10 Outlet Protection / Velocity Dissipation Devices ❑ ❑ O SS-11 Slope Drains ❑ ❑ O O SS-12 Streambank Stabilization ❑ ❑ O O ALTERNATIVE TEMPORARY SOIL STABILIZATION BMPs USED (3) 0 Yes 0 No Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site Best Management Practices (BMPs) Reference Manual is a required contract document. (2) Minimum requirements are based on the required contract plans and specifications. Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the WPCP Preparer or WPC Manager. (3) Use of alternative BMPs will require written approval by the Resident Engineer The following soil stabilization BMP implementation table lists the Best Management Practices (BMPs) that shall be implemented during and after construction to control sediment erosion on site. Implementation and location of the soil stabilization BMPs are shown on the WPCDs and as described herein. SS -1, Scheduling - will sequence events/activities to ensure effective implementation of BMP's, so as to minimize potential pollutant discharge from the site. SS -2, Preservation of Existing Vegetation - clearing and grubbing will be limited to the boundaries of the active construction as indicated on the WPCDs. SS -7, Temporary Erosion Control Blanket on Slope - a Jute Mesh Blanket will be installed as a post construction BMP as shown on the WPCDs. 30.2.2 Sediment Control BMPs The following sediment control BMP implementation table indicates the BMPs that shall be implemented to control sediment on the construction site. Implementation and locations of temporary sediment control BMPs are shown on the WPCDs in Attachment A and described in this section. Any additional BMP detail drawings necessary to convey site specific BMP configurations can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project. TEMPORARY CONTROL CONSTRUCTION BMP NAME CONTRACT CONTRACT BMP USED IF A CONTRACT MINIMUM BMP ID NO.(1 MIN BID ITEM REQUIREMENT BUT NOT REQUIRE- USED, STATE REASON MENT(2) Yes No SC -1 Temporary/Reinforced Silt Fence ❑ ❑ O O SC -2 Temporary Sediment Basin ❑ ❑ O O SC -3 Sediment Trap/Curb Cutback ❑ ❑ O O SC -4 Temporary Check Dam ❑ ❑ O O SC -5 Temporary Fiber Rolls W ❑ O O SC -6 Temporary Gravel Bag Berm W ❑ O 0 SC -7 Street Sweeping Temporary Sandbag Barrier k ❑ O O SC -8 ❑ ❑ O O SC -9 Temporary Straw Bale Barrier ❑ ❑ O O SC -10 Temporary Drain Inlet Protection Compost Sock k ❑ O O SC -11 ❑ ❑ O O SC -12 Flexible Sediment Barrier ❑ O O ALTERNATIVE SEDEMENT CONTROL BMPs USED (3) --' Yes '' No Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site Best Management Practices (BMPs) Reference Manual is a required contract document. (2) Minimum requirements are based on the required contract plans and specifications. Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the WPCP Preparer or WPC Manager. (3) Use of alternative BMPs will require written approval by the Resident Engineer The following sediment control BMP implementation table lists the Best Management Practices (BMPs) that shall be implemented during and after construction to control sediment erosion on site. Implementation and location of the sediment control BMPs are shown on the WPCDs and as described herein. SC -5, Fiber Rolls - will be installed to ensure effective sediment and erosion control around disturbed areas per fact sheet requirements, trenched and staked in at 4' intervals with 12" overlap. Install Fiber Rolls along the lower site perimeter, details are outlined on the WPCDs. SC -6, Gravel Bag Berm - will be installed to ensure effective sediment and erosion control around disturbed areas per fact sheet requirements as shown on the WPCDs. SC -7, Street Sweeping and Vacuuming - will be performed to remove any tracking issues. Perform sweeping daily and or more frequently during operations such as: site excavation and grading activities, material deliveries, saw -cutting and demolition activities, pipe trimming, and concrete pours. SC -8, Temporary Sandbag Barrier - will be installed to ensure effective sediment and erosion control around disturbed areas per fact sheet requirements as shown on the WPCDs. SC -10, Storm Drain Inlet Protection - install inlet protection at locations identified per the BMP Detail on the WPCDs. 30.2.3 Tracking Control BMPs The following tracking control BMP implementation table indicates the BMPs that shall be implemented to reduce sediment tracking from the construction site onto private or public roads. Implementation and locations of tracking control BMPs are shown on the WPCDs in Attachment A and described in this section. Any additional BMP detail drawings necessary to convey site specific BMP configurations can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project. CONSTRUCTION BMP NAME CONTRACT CONTRACT BMP USED BMP ID NO.fl MIN BID ITEM REQUIRE- MENT(2) Yes No SC -7 Street Sweeping O O TC -1 Temporary Construction Entrance ❑ O TC -2 Stabilization Construction Roadway ❑ ❑ OO OO TC -3 Temporary Entrance / Outlet Tire Wash ❑ ❑ OO OO ALTERNATIVE TRACKING CONTROL BMPs USED(3) O Yes No IF A CONTRACT MINIMUM REQUIREMENT BUT NOT USED, STATE REASON Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site Best Management Practices (BMPs) Reference Manual is a required contract document. (2) Minimum requirements are based on the required contract plans and specifications. Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the WPCP Preparer or WPC Manager. (3) Use of alternative BMPs will require written approval by the Resident Engineer The following tracking control BMP implementation table lists the Best Management Practices (BMPs) that shall be implemented during construction to control sediment tracking from the site. Due to the very small footprint of the construction activity, implementation of sediment tracking will be mainly accomplished by hand crews on site to remove mud and debris from construction equipment and by a motorized street sweeper to eliminate any tracking onto the public street right of way. Ingress and egress from the site will only be accomplished by small construction equipment, such as: small to medium backhoe and/or loader or skiploader. Material trucks, dump trucks, concrete trucks, etc. will likely remain on the roadway or sidewalk area and not enter the earthen work area. TC -1, Stabilized Construction Entrance/Exit - shall be installed to reduce and/or elliminate tracking of mud and dirt onto public roads by construction vehicles. SC -7, Street Sweeping and Vacuuming - will be performed to remove any tracking issues. Perform sweeping daily and or more frequently during operations such as: site excavation and grading activities, material deliveries, saw -cutting and demolition activities, pipe trimming, and concrete pours.. 30.2.4 Wind Erosion Control BMPs The following wind erosion control BMP implementation table indicates the BMPs that shall be implemented to control wind erosion on the construction site. Implementation and locations of wind erosion control BMPs are shown on the WPCDs in Attachment A and/or described in this section. The following list of BMPs and narrative explain how the selected BMPs shall be incorporated into the project. CONSTRUCTION BMP NAME CONTRACT CONTRACT BMP USED BMP ID NO.(1 MIN BID ITEM REQUIRE- MENT(Z) Yes No WE -1 Wind Erosion Control ❑ ❑ O O TC -1 Temporary Construction Entrance O TC -2 Stabilization Construction Roadway ❑ ❑ OO OO --- All Soil Stabilization Measures included in W ❑ O O Section 30.2.1 ALTERNATIVE WIND EROSION CONTROL BMPs USED (3) Yes No IF A CONTRACT MINIMUM REQUIREMENT BUT NOT USED, STATE REASON Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site Best Management Practices (BMPs) Reference Manual is a required contract document. (2) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the contractor and approved by the Resident Engineer. (3) Use of Alternative BMPs will require written approval by the Resident Engineer. The following wind erosion control BMP implementation table lists the Best Management Practices (BMPs) that shall be implemented during and after construction to control sediment erosion on site. Implementation and location of the soil stabilization BMPs are shown on the WPCDs and as described herein. WE -1, Wind Erosion Control - Wind ersoison control or dust control shall consist of applying water, tarps, blankets, or other chemical dust suppressants as necessary to prevent or alleviate dust nuisance generated by construction activities. Covering small stockpiles or areas is an effective alternative to applying water or chemical dust suppressants. TC -1, Stabilized Construction Entrance/Exit - shall be installed to reduce and/or elliminate tracking of mud and dirt onto public roads by construction vehicles. 30.3 Construction Site Management 30.3.1 Non-Stormwater Management BMPs The following BMP implementation table indicates the BMPs that have been selected to control non-stormwater pollution on the construction site. Implementation and locations of non-stormwater control BMPs are shown on the WPCDs in Attachment A and described in this section. Any additional BMP detail drawings necessary to convey site specific BMP configurations can also be found in Attachment A of this WPCP. Construction Site Management Non-Stormwater Pollution Control BMPs CONSTRUCTION BMP NAME CONTRACT CONTRACT BMP USED IF A CONTRACT MINIMUM BMP ID NO.(1 MIN BID ITEM REQUIREMENT BUT NOT REQUIRE- USED, STATE REASON Yes No MENT(Z) NS -1 Water Control and Conservation W ❑ O O NS -2 Dewatering (3) ❑� ❑� O O NS -3 Paving, Sealing, Sawcutting, and Grinding W ❑ O Operations NS -4 Temp Stream Crossing (3) NS -5 Clear Water Diversion (3) ❑ ❑ NS -6 Illegal Connection and Illicit Discharge ❑� ❑ 0 NS -7 Potable Water/ Irrigation ❑� ❑ O O NS -8 Vehicle and Equipment Cleaning ❑d ❑ O NS -9 Vehicle and Equipment Fueling k ❑ O O NS -10 Vehicle and Equipment Maintenance O NS -11 Pile Driving Operations ❑ ❑ NS -12 Concrete Curing k ❑ O 0 NS -13 Material and Equipment Used Over Water ❑ ❑ NS -14 Concrete Finishing NS -15 Structure Demolition / Removal Over or Adjacent ❑ ❑ ❑ to Water ALTERNATIVE NON-STORMWATER POLLUTION CONTROL BMPs USED (4) Yes ' No Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site Best Management Practices (BMPs) Reference Manual is a required contract document. (2) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be determined by the contractor and approved by the Resident Engineer. (3) The BMPs listed above are incidental and do not include operations included as separated line items in the contract. (4) Use of alternative BMPs will require written approval by the Resident Engineer The following non-stormwater management BMP implementation table lists the Best Management Practices (BMPs) that shall be implemented during construction to control non-stormwater on site. Implementation and location of these BMPs are shown on the WPCDs and as described herein. NS -1, Water Conservation Practices - will be monitored to ensure effective resource control, i.e. water use on the project will be controlled, and leaks will be repaired NS -2, Dewatering - all dewatering wastes and/or discharges shall conform to the Santa Ana Regional Water Quality Control Board (SARWQCB) De minimus Permit for Groundwater Dewatering Wastes - Order No. R8-2015-0004, NPDES No. CAG998001. NS -3, Paving and Grinding Operations - will be monitored to ensure complete control of all grindings and saw -cuttings in order to protect the storm drain system NS -6, Illicit Connection/Illegal Discharge Detection and Reporting - Inspect and verify that activity -based BMPs are in place for this project site. NS -7, Potable Water / Irrigation - if implemented, ensure that excessive water is not distributed onsite which could cause a non -storm water discharge. NS -8, Vehicle and Equipment Cleaning - if any vehicle or equipment cleaning is to take place on or near the project site, ensure that non-stormwater discharges are encapsulated, treated, and/or removed such that pollutants will not be discharged off site NS -9, Vehicle and Equipment Fueling - if any vehicle or equipment fueling is to take place on or near the project site, take all precautions necessay to ensure that no spillage of fuel will occur. If fuel spillage occurs take all necessary clean- up activities to ensure no pollutants will be discharged off site. NS -10, Vehicle and Equipment Maintenance - if any vehicle or equipment maintenance is to take place on or near the project site, take all precautions necessay to ensure that no spillage of equipment fluids (fuel, oil, grease, radiator or hydraulic fuids, etc.) will occur. If fluid spillage occurs take all necessary clean-up activities to ensure no pollutants will be discharged off site. NS -12, Concrete Curing - proper procedures will be used to minimize pollution runoff during curing activities. Inspect and verify that activity -based BMPs are in place prior to the commencement of concrete curing. Ensure control and containment of curing compounds and or water used during curing operations. Ensure that all liquids used are managed and controlled using the correct waste management BMPs. NS -14, Concrete Finishing - proper protective procedures will be used to minimize pollution runoff during finishing activities. Ensure effective BMP controls during finishing operations to capture all pollutants, e.g. paints or concrete contaminated waters and dispose of properly using concreted waste management BMPs. 30.3.2 Waste Management and Materials Pollution Control BMPs The following BMP implementation table indicates the BMPs that have been selected to control pollutants from construction site wastes and materials. Implementation and locations of materials handling and waste management BMPs are shown on the WPCDs in Attachment A. Any additional BMP detail drawings necessary to convey site specific BMP configurations can also be found in Attachment A of this WPCP. The following list of BMPs and narrative explain how the selected BMPs will be incorporated into the project. Construction Site Management Waste Management and Materials Pollution Control CONSTRUCTION BMP NAME CONTRACT CONTRACT BMP USED IF A CONTRACT MINIMUM BMP ID NO.(1 MIN BID ITEM REQUIREMENT BUT NOT REQUIRE- USED, STATE REASON MENT(2) Yes No WM-1 Material Delivery and Storage d❑ ❑ O O WM-2 Material Use W ❑ O O WM-3 Stockpile Management ❑ ❑ O O WM-4 Spill Prevention and Control ❑� ❑ O O WM-5 Solid Waste Management ❑� ❑ O O WM-6 Hazard Waste Management (3) W ❑ O O WM-7 Contaminated Soil Management (3) ❑ ❑ OO OO WM-8 managed Concrete Waste Management ❑ ❑ O O WM-8 temporary Temporary Concrete Washout Facility ❑ ❑ WM-8 portable Temporary Concrete Washout (Portable) W ❑ O 0 WM-9 Sanitary/Septic Waste Management k ❑ O WM-10 Liquid Waste Maintenance ❑ ❑ ALTERNATIVE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs USED (4) O Yes O No Notes: (1) The BMP designations (SS -1, SC -3, etc.) are solely for maintaining continuity with existing Caltrans documents and are not provided to imply that the Construction Site Best Management Practices (BMPs) Reference Manual is a required contract document. (2) Not all minimum requirements may be applicable to every project. Applicability to a specific project shall be verified by the contractor and approved by the Resident Engineer. (3) The BMPs listed above are incidental and do not include operations included as separated line items in the contract. (4) Use of alternative BMPs will require written approval by the Resident Engineer. The following waste management and materials pollution control BMP implementation table lists the Best Management Practices (BMPs) that shall be implemented during construction activity to control construction wastes that may be generated on site. Implementation and location of the waste management BMPs are shown on the WPC Exhibit and as described herein. WM-1 Material Delivery and Storage - Inspect and verify that BMPs are in place prior to delivery and storage of materials. Inspect weekly to verify continued BMP implementation. Keep storage areas clean, well organized, and equipped with ample cleanup supplies as appropriate for the materials being stored. Repair or replace perimeter controls, containment structures, covers, and liners as needed to ensure adequate protection and containment. SDS (MSDS) sheets must be kept onsite in the construction office. WM-2, Material Use - Inspect and verify that protective BMPs are in place prior to the use of materials. At a minimum, weekly inspections must be performed to ensure that employees and subcontractors are following the appropriate practices to minimize pollutants, and pollutant discharges associated with material use. MSDS sheets must be kept onsite. WM-3, Stockpile Management - Inspect and verify that activity -based BMPs are in place prior to the commencement of associated activities. Repair and/or replace perimeter controls and covers as needed to keep them functioning properly. Inactive stockpiles must be stabilized if unworked for 7 days, and Portland cement concrete and asphalt cement shall be bermed and covered by a UV resistant plastic cover to ensure that pollutants do not leach out. Visqueen may be deployed for emergency stabilization as a temporary measure. WM-4, Spill Prevention and Control - Inspect and verify that protective BMPs are in place prior to engaging in activities that might lead to a spill. Inspect protective BMPs subject to non-stormwater discharges daily while non- stormwater discharges occur. Keep sample supplies of spill control and cleanup materials onsite, near storage, unloading, and maintenance areas. Update your spill prevention and control plan and stock cleanup materials as changes occur in the types of chemicals used onsite. WM-5, Solid Waste Management - Inspect and verify that protective BMPs are in place prior to the commencement of associated activities, e.g. ensure that all dumpsters are covered by a waterproof tarp each night. Inspect protective BMPs subject to nonstormwater discharge daily while non-stormwater discharges occur. Inspect construction waste areas regularly. Pick up and dispose of construction wastes, debris, and trash daily. Arrange for regular waste collection. M-6, Hazardous Waste Management - Ensure that all hazardous waste is handled and disposed of properly. The utilzation of protective gear, containment and Hazwoper resources may be required. SDS (MSDS) info will be available in the construction office. WM-8, Concrete Waste Management - Inspect and verify that protective BMPs are in place prior to the commencement of concrete related activities. While concrete activities are underway, inspect to verify continued BMP implementation and adequate washout capacity. Temporary concrete washout facilities should be maintained to provide adequate holding capacity with a minimum freeboard of 4 inches for portable systems. Maintaining temporary concrete washout facilities should include removing and disposing of hardened concrete and returning the facilities to a functional condition. Hardened concrete materials should be removed and disposed of. Washout facilities must be cleaned, or replaced once the washout is 75% full. The portable concrete washout will be located in designated areas near each pour. Temporary washout facilities must be at least 55 Gallons and be located at least 50' from any inlets/receiving WM-9, Sanitary/Septic Waste Management - Ensure effective secondary containment in the form of trays or other means to capture leaks. Ensure that temporary sanitary facilities are secured so that they don't blow over. Inspect and verify that protective BMPs are in place prior to use. While onsite, inspect weekly to verify continued BMP implementation and maintenance. Arrange for regular waste collection from a reputable service provider. 30.4 Water Pollution Control Drawings (WPCDs) The Water Pollution Control Drawings (WPCDs) show the necessary BMPs by project phase/stage for the project to be in compliance with water pollution control requirements. The WPCDs provide field staff with the information on where to install BMPs so that they are effective. The WPCDs and Water Pollution Control Schedule provide the necessary tools for a contractor to plan and implement BMPs to meet the requirements of the project WPCP. The WPCD cover sheet(s) shall include a listing of the BMPs that will be used along with the associated BMP symbols used on the WPCDs. WPCDs are provided for all areas that are directly related to the construction activity, including but not limited to staging areas, storage yards, material borrow areas and storage areas, access roads, etc., whether or not they reside within the Caltrans rights-of-way. The WPCDs shall show the construction project site in detail, including: • construction site perimeter • geographic features within or immediately adjacent to the site, including surface waters such as lakes, streams, springs, wetlands, estuaries, ponds, and the ocean • site topography before and after construction, including roads, paved areas, buildings, slopes, drainage facilities, and areas of known or suspected contamination • permanent (post -construction) BMPs The WPCDs shall show the following site information: • discharge points from the project to offsite storm drain systems or receiving waters • tributary areas and drainage patterns across the project area (show using flow arrows) into each onsite stormwater inlet or receiving water • tributary areas and drainage patterns to each onsite stormwater inlet, receiving water or discharge point • offsite tributary drainage areas that generate run-on to the project • temporary onsite drainage(s) to carry concentrated flows • drainage patterns and slopes anticipated after major grading activities are completed • outline of all areas of existing vegetation, soil cover, or native vegetation that will remain undisturbed during the project • outline of all areas of planned soil disturbance (disturbed soil areas, DSAS) • known location(s) of contaminated or hazardous soils • any potential non-stormwater discharges and activities, such as dewatering operations, concrete saw -cutting or coring, pressure washing, waterline flushing, diversions, cofferdams, and vehicle and equipment cleaning. If operations can't be located on the WPCDs, a narrative description is provided. The WPCDs show proposed locations of all construction site BMPs. Additional detail drawings are provided if necessary to convey site-specific BMP configurations. The WPCDs shall show construction site BMPs including the following: • temporary soil stabilization and temporary sediment control BMPs that will be used during construction. Any temporary onsite drainage(s) to carry concentrated flows, BMPs implemented to divert offsite drainage around or through the construction site, and BMPs that protect stormwater inlets • construction entrances used for site ingress and egress entrance and exit points and any proposed temporary construction roads • BMPs to mitigate or eliminate non-stormwater discharges • BMPs for waste management and materials pollution control, including, but not limited to storage of soil or waste; construction material loading, unloading, storage and access areas; and areas designated for waste handling and disposal • BMPs for vehicle and equipment storage, fueling, maintenance, and cleaning The water pollution control drawing/Exhibit shows the necessary BMPs for the project to be in compliance with water pollution control requirements. The WPCDs provide field staff with the information necessary to install and manage BMPs to be effective through the proposed construction activity. The WPCDs and Water Pollution Control Schedule provide the necessary tools for the Contractor to plan and implement BMPs to meet the requirements of the project WPCP. The WPCDs includes a list of BMPs that can be utilized by the contractor along with their associated symbols as shown on the exhibit. BMPs as listed herein shall be provided for all areas that are directly related to the construction activity for this project and shall include, but not be limited to: staging areas, storage yards, materials stockpiles, etc. whether they reside within the project site area, Caltrans right of way, City property, or any other area. The WPCDs are included as Attachment A to this WPCP. 30.5 Water Pollution Control Schedule The Water Pollution Control Schedule (WPCS) is the component of the project WPCP that shows the timeline for when BMPs will be installed so that the project is in compliance with water pollution control requirements. The WPCS provides field staff with the information necessary to plan for adequate materials and crews to install BMPs at the right time so that they are effective. The Water Pollution Control Schedule and Water Pollution Control Drawings provide the necessary tools for a contractor to plan and implement BMPs to meet the requirements of the project WPCP. The WPCS shall contain an adequate level of detail to show major activities sequenced with implementation of construction site BMPs, including: • project start and finish dates, including each stage of the project • WPCP review and acceptance • mobilization dates • mass clearing and grubbing/roadside clearing dates • major grading/excavation dates • dates named in other permits such as Fish and Game and Army Corps of Engineers Permits The WPCS shall show implementation dates by location for deployment of: • temporary soil stabilization BMPs • temporary sediment control BMPs • wind erosion control BMPs • tracking control BMPs • non-stormwater BMPs • waste management and materials pollution control BMPs The WPCS shall include: • paving, saw -cutting, and any other pavement related operations • major planned stockpiling operations • dates for other significant long-term operations or activities that may cause non-stormwater discharges such as dewatering, grinding, etc. • final stabilization activities for each disturbed soil area of the project The WPCS when updated shall be filed in WPCP File Category 20.03 Water Pollution Control Schedule Updates. Provided below is a draft written project schedule to be modified/amended by the Contractor (if necessary) who is awarded the subject construction project to meat his specific construction means and methods of executing the work required to complete the project. The schedule provided is only detailed enough to show major activities sequenced with the implementation of construction site BMPs. Draft Project Construction Schedule: • Project start and finish dates: Thursday, August 1, 2019 - Thursday, October 31, 2019 • Mobilization dates: August 1 st through August 15th • Clearing and grubbing dates: August 1st through August 30th • Excavation dates: August 8th through August 30th and September 10th through September 17th • Implementation schedule, by location, for deployment of: o Temporary soil stabilization BMPs and landscaping: October 15th to October 31st. o Temporary sediment control BMPs: August 1st through October 31st o Tracking control BMPs: August 31 st through October 31 st o Wind erosion control BMPs: August 1 st through October 31 st o Non-stormwater BMPs: August 1 st through October 31 st o Waste management and materials pollution control BMPs: August 1 st through October 31 st • Paving, sawcutting, and any other pavement related operations: August 1 st through August 30th • Planned stockpiling operations: August 1 st through October 15th • Dewatering: August 21 st through October 15th The WPCS is included as Attachment B to this WPCP. 40.1 Water Pollution Control Manager Responsibilities The Water Pollution Control Manager (WPC Manager) shall have primary responsibility and authority to implement the WPCP. The WPC Manager is reponsible for WPCP implementation and amending the WPCP when any of the conditions specified in Section 10 are met. The Contractor has assigned authority to the WPC Manager to mobilize crews and subcontractors as necessary for WPCP compliance. The WPC Manager will be available at all times throughout duration of the project. Duties of the contractor's WPC Manager include but are not limited to: • ensuring compliance with the WPCP • implementing all elements of the WPCP and contract specifications , including but not limited to implementing: o prompt and effective erosion and sediment control measures o non-stormwater management, and materials and waste management activities such as: monitoring discharges (dewatering, diversion devices); general site clean-up; vehicle and equipment cleaning, fueling and maintenance; spill control; ensuring that no materials other than stormwater are discharged in quantities, which will have an adverse effect on receiving waters or storm drain systems, etc. • overseeing and ensuring that the following site inspections and visual monitoring is conducted: o daily required BMP inspections o weekly routine stormwater site BMP inspections o quarterly non-stormwater site inspections o pre -storm inspections for forecasted storm events o daily inspections during forecasted storm events o post -storm inspections for qualified rain events that produce project site runoff • monitoring NWS Forecast Office forecasts for both storm events and qualified rain events; these events are defined as follows: o a forecasted storm event is defined as a 50% or greater likelihood that 0.10 inches or more of precipitation will fall within a 24-hour period o a qualifying rain event is defined as a rain event that may produce or has produced 'h inch or more of precipitation • preparing Amendments to the WPCP when required • ensuring elimination of all unauthorized discharges • mobilizing crews in order to make immediate repairs to the control measures • coordinating with the Resident Engineer to assure all of the necessary corrections/repairs are made immediately, and that the project complies with the WPCP and approved plans at all times • preparing and submitting Notices of Discharge Reports • preparing and submitting Illegal Connections or Illicit Discharge Reports Duties of the Contractor's WPC Manager (or its alternate) shall include (but are not limited to) the following: • Ensuring WPCP compliance • Implementing all elements of the WPCP and contract specifications, including (but not limited to): + Prompt and effective erosion and sediment control measures + Non-stormwater management, and materials and waste management activities such as: monitoring discharges (dewatering, diversion devices); general site clean-up; vehicle and equipment cleaning, fueling and maintenance; spill control; ensuring that no materials other than stormwater are discharged in quantities which, will have an adverse effect on receiving waters or storm drain systems; etc. + Amending the WPCP and WPCDs as needed and required to conform to the Contractor's construction activity means and methods + Direct Contractor and his workmen to implement revisions to field BMPs to conform to all approved WPCP amendments + Direct Contractor and his workmen to affect any needed revisions or repairs to the site BMPs to ensure water quality compliance • Overseeing and ensuring that the following site inspections and visual monitoring are conducted + Required daily BMP inspections + Routine weekly stormwater inspections + Quarterly non-stormwater inspections + Pre -storm inspections for forecasted storm events + Daily inspections during forecasted storm events + Post -storm inspections for qualifying rain events • Preparing Amendments to the WPCP when required • Ensuring elimination of all unauthorized discharges • Mobilizing crews in order to make immediate repairs to the control measures (the Contractor's WPC Manager shall be assigned authority by the Contractor to mobilize crews) • Coordinating with the Resident Engineer to assure all of the necessary corrections/repairs are made immediately, and that the project complies with the WPCP and accepted water pollution control drawings at all times submitting Notices of Discharge and reports of Illicit Connections or Illegal Discharges. The Contractor's WPC Manager (or its alternate) shall have primary responsibility and significant authority for the implementation, maintenance, inspection, and amendments to the accepted WPCP. The WPC Manager (or its alternate) must monitor the National Weather Service Forecast Office and document forecast so that appropriate actions are taken prior to forecasted storm events. These events are defined as follows: + A likely precipitation event is any weather pattern that is forecast to have a 50% or greater probability of producing precipitation in the project area. + A qualifying rain event is defined as a rain event that may produce or has produced 1/2 inch or more of precipitation in a 48-hour period or greater period between rain events The WPC Manager shall enter the project site address to be used when obtaining weather forecast information from National Weather Service Forecast Office. 40.2 Weather Forecast Monitoring The Water Pollution Control Manager (WPC Manager) shall have primary responsibility to monitor the National Weather Service Forecast Office for forecasted precipitation based on project site location. Precipitation forecast information shall be obtained from the National Weather service Forecast Office available at: http://www.srh.noaa.gov/ The project site location to be used for obtaining forecast from National Weather Forecast Office website is Old Newport Boulevard & Catalina Drive The WPC Manager shall monitor the weather forecast on a daily basis for predicted precipitation within the following 96 hours. The WPC Manager shall monitor the forecast for the next 24, 48, 72 and 96 hours to determine if the forecast for precipitation is 50 percent or greater for any 6 -hour period. If the forecast for precipitation is 50 percent or greater, the WPC Manager shall calculate the amount of precipitation forecasted for each 24-hour period and the total precipitation for the forecasted storm event and record the information. List actions to be taken when a forecasted storm event is likely: + Walk job site to ensure all BMPs, soil stabilization, and sediment controls are in place, operational, and in good condition + Ensure all stockpiles are completely covered with tarps 40.3 Best Management Practices Status Report The Water Pollution Control Manager (WPC Manager) shall prepare a monthly status report of the water pollution control best management practies installed on the project site and best management practices that will be deployed. Because the WPCP and WPCDs are based on the entire project site and all construction activities, the monthly BMP status report should be a "snapshot" of what best management practices could be expected to be seen on the project site. The monthly status report will be used by stormwater inspectors and contractor pesonnel to ensure WPCP compliance. The monthly status report will be used to ensure that weekly training meetings cover BMPs that are required for work activities. The monthly status report will be provided to regulatory agency staff who visit the project site to indicate which BMPs should be in place and which are scheduled to be implemented during the week. The Water Pollution Control Manger (WPC Manager) shall prepare a weekly status report of the water pollution control best management practices installed or instituted in practice on the project site and best management practices that will be deployed the following week. Because the WPCP and WPC exhibit are based on the entire project site and all construction activities, the weekly BMP status report should be a "snapshot" of what best management practices could be expected to be seen on the project site that week. The weekly status report will be used by the stormwater inspector and contractor personnel to ensure WPCP compliance. The weekly status report will be used to ensure that weekly training meetings cover BMPs that are required for work activities during the week. The weekly status report will be provided to regulatory agency staff who visit the project site to indicate which BMPs should be in place and which are scheduled to be implemented during the week. The weekly status of stormwater BMPs will be documented on CEM -2034 Stormwater Best Management Practices Status Report form, in Appendix F. Completed weekly status reports shall be submitted to the Resident Engineer 48 hours prior to the beginning of the work week. Copies of the completed reports will be kept in WPCP File Category 20.34: Best Management Practices Weekly Status Reports. The monthly status of stormwater BMPs will be documented on CEM -2034 Stormwater Best Management Practices Status Report form, in Appendix F. Completed monthly status reports shall be submitted to the RE. Copies of the completed reports will be kept in WPCP File Category 20.34: Monthly Best Management Practices Status Reports. 40.4 Stormwater Site Inspections and Site Visual Monitoring Stormwater site inspections and visual monitoring are necessary to ensure that the project is in compliance with WPCP. 40.5 Stormwater Site Inspections Project site inspections of stormwater BMPs are conducted to identify and record: • that BMPs are properly installed • what BMPs need maintenance to operate effectively • what BMPs have failed • what BMPs could fail to operate as intended Routine stormwater site inspections shall be conducted by the Contractor's WPC Manager or other 24-hour trained staff at the following minimum frequencies: • daily for required BMPs • weekly • daily for projects within the Lake Tahoe Hydrologic Unit. Stormwater site inspections will be documented on CEM -2030 Stormwater Site Inspection Report in Appendix G. Completed inspection reports shall be submitted to the RE within 24 hours of inspection. Copies of the completed reports will be kept in WPCP File Category 20.31: Contractor Stormwater Site Inspection Reports. Deficiencies identified in site inspection reports and correction of deficiencies will be tracked on CEM -2035 Stormwater Site Inspection Report Corrective Actions Summary ,in Appendix H. Corrections summaries shall be submitted to the RE when corrections are completed but must be submitted within 5 days of a site inspection. Copies of the completed correction summary reports shall be attached to the corresponding Stormwater Site Inspection Report and shall be kept in WPCP File Category 20.31: Contractor Stormwater Site Inspection Reports. Project site inspections of stormwater BMPs are conducted to identify and record: • that BMPs are properly installed • [What BMPs need maintenance to operate effectively • What BMPs have failed • Ghat BMPs could fail to operate as intended Routine stormwater site inspections shall be conducted by the Contractor's WPC Manager or other 24-hour trained staff at the following minimum frequencies: • [daily for required BMPs • 1�veekly for all others Stormwater site inspections will be documented on CEM -2030 Stormwater Site Inspection Report. Completed inspection reports shall be submitted to the RE within 24 hours of inspection. Copies of the completed reports will be kept in WPCP File Category 20.31: Contractor Stormwater Site Inspection Reports. Deficiencies identified in site inspection reports and correction of deficiencies will be tracked on CEM -2035 Stormwater Site Inspection Report Corrective Actions Summary. Corrections summaries shall be submitted to the RE when corrections are completed but must be submitted within 5 days of a site inspection. Copies of the completed correction summary reports shall be attached to the corresponding Stormwater Site Inspection Report and shall be kept in WPCP File Category 20.31: Contractor Stormwater Site Inspection Reports. 40.6 Site Visual Monitoring Stormwater site visual monitoring inspections shall be conducted at the following minimum frequencies: • Prior to a forecasted storm event • At 24-hour intervals during extended forecasted storm events • Post qualifying rain event that generated site runoff • Quarterly for non-stormwater discharges Site visual monitoring inspections for non-stormwater discharges will be conducted once during each of the following periods: January -March, April -June, July -September, and October -December. If visual monitoring of the site is unsafe because of dangerous weather conditions, such as flooding and electrical storms, the stormwater site inspector shall document the reason for the exception. Documentation that the site visual monitoring inspection could not be performed shall be filed in WPCP File Category 20.33: Site Visual Monitoring Inspection Reports. Stormwater site visual monitoring inspections shall be conducted at the following minimum frequencies: • 148 hours prior to a forecasted storm event • At 24-hour intervals during extended forecasted storm events • [Post qualifying rain event that generated site runoff • [Monthly for non-stormwater discharges Site visual monitoring inspections for non-stormwater discharges will be conducted at least once in the month during construction activity for the entire duration of construction activity, including the plant establishment period. If visual monitoring of the site is unsafe because of dangerous weather conditions, such as flooding and electrical storms, the stormwater site inspector shall document the reason for the exception. Documentation that the site visual monitoring inspection could not be performed shall be filed in WPCP File Category 20.33: Site Visual Monitoring Inspection Reports. 40.6.1 - Visual Monitoring Prior to a Forecasted Storm Event: Visual monitoring of the project site is required for any qualifying storm event. Site visual monitoring for precipitation events shall be conducted within 48 hours prior to a forecasted storm event. The pre -storm site visual monitoring inspection shall visually observe: • Cdll stormwater drainage areas to identify any spills, leaks, or uncontrolled pollutant sources • Cdny stormwater storage and containment areas to detect leaks and ensure maintenance of adequate freeboard • Cdll BMPs for proper installation and adequate maintenance Observations of the site and any recommended corrective actions will be documented on CEM -2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stormwater site inspection report. 40.6.2 - Visual Monitoring During Extended Forecasted Storm Event: Stormwater visual monitoring site inspections shall be conducted at least once each 24-hour period during extended forecasted storm events. Visual monitoring inspection shall visually observe: • Ctormwater discharges at all discharge locations • Cdny stored or contained stormwater that is derived from and discharged subsequent to the forecasted storm event. Stored or contained stormwater that will likely discharge after working hours due to anticipated precipitation shall be observed prior to the discharge during working hours. Stormwater discharges and stored or contained stormwater will be observed for the presence or absence of floating and suspended materials, sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants. During forecasted storm event visual monitoring site inspection will include observation of all site BMPs for: • Groper installation • 5baintenance • [failure • IBMPs that could fail to operate as intended • ®ffectiveness so that design changes can be implemented as soon as feasible Observations of the site and any recommended corrective actions will be documented on CEM -2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stormwater site inspection report. Required corrective actions will be initiated within 72 hours after they are identified and completed as soon as possible. 40.6.3 - Visual Monitoring Within 48 Hours After A Qualifying Rain Event Generating Site Runoff Site visual monitoring post precipitation events shall be conducted within 48 hours of any qualifying rain event that causes site runoff. The post -storm site visual monitoring inspection shall visual observe: • [Stormwater discharges at all discharge locations • Any stored or contained stormwater that is derived from and discharged subsequent to the qualifying rain event. Stored or contained stormwater that will likely discharge after working hours due to anticipated precipitation shall be observed prior to the discharge during working hours. Stormwater discharges and stored or contained stormwater will be observed for the presence or absence of floating and suspended materials, sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants. Post qualifying rain event stormwater visual monitoring site inspection will include observation of all site BMPs for: • Groper installation • 5haintenance • [failure • 1BMPs that could fail to operate as intended • @ffectiveness so that design changes can be implemented as soon as feasible Observations of the site and any recommended corrective actions will be documented on CEM -2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stormwater site inspection report. Any corrective actions will be completed as soon as possible but if BMPs require design changes the implementation of changes will begin within 72 hours of identification and the changes will be completed as soon as possible. 40.6.4 - Visual Monitoring Non-Stormwater Discharges Visual monitoring and observations for non-stormwater discharges will be conducted for the presence or indications of prior unauthorized and authorized non-stormwater discharges and their sources. The presence or absence of non- stormwater discharges based on site observations will be documented on CEM -2030 Stormwater Site Inspection Report. Documentation of observed non-stormwater discharges will include presence or absence of floating and suspended materials, sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants. All dewatering discharges shall conform to the Santa Ana Regional Water Quality Control Board (SARWQCB) De minimus Permit for Groundwater Dewatering Wastes - Order No. R8-2015-0004, NPDES No. CAG998001. Observations of the site and the response taken to eliminate any unauthorized non-stormwater discharges and to reduce or prevent pollutants from contacting non-stormwater discharges shall be documented on CEM-2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stormwater site inspection report. If a discharge or evidence of a prior discharge is discovered, reporting will comply with the requirements in Section 50- 2 Discharge Reporting Requirements. If an illicit connection or illegal discharge is discovered, reporting will comply with the requirements in Section 50-4 Illicit Connection/Illegal Discharge Reporting. 40.6.5 - Visual Monitoring Documentation, Follow-up and Tracking Procedures Site visual monitoring site inspections will be documented on CEM-2030 Stormwater Site Inspection Report. Completed inspection reports shall be submitted to the Resident Engineer within 24 hours of inspection. Copies of the completed reports will be kept in WPCP File Category 20.33: Site Visual Monitoring Inspection Reports. For deficiencies identified by site visual monitoring inspections the required repairs or maintenance of BMPs shall begin and be completed as soon as possible. For deficiencies identified by visual site inspections that require design changes, including additional BMPs, the implementation of changes will begin within 72 hours of identification and be completed as soon as possible. When design changes to BMPs are required the WPCP shall be amended, including Water Pollution Control Exhibit. Deficiencies identified in site visual monitoring inspection reports and correction of deficiencies will be tracked on CEM-2035 Stormwater Site Inspection Report Corrective Actions Summary. Corrections summaries shall be submitted to the RE when corrections are completed and must be submitted within 5 days of the site inspection. Completed CEM-2035 Stonnwater Site Inspection Report Corrective Actions Summary forms shall be filed in WPCP File Category 20.35: Corrective Actions Summary. A copy of the completed CEM-2035 Stormwater Site Inspection Report Corrective Actions Summary form will also be attached to the corresponding visual monitoring inspection report and shall be kept in the WPCP File Category 20.33. 40.6.1 Visual Monitoring Prior To a Forecasted Storm Event Visual monitoring of the project site is required when the forecast for precipitation is greater than 50 percent within the next 24, 48, 72, or 96 hours and the amount of precipitation forecasted for any 24-hour period during the forecasted storm event is 0.10 inch or greater. Site visual monitoring for precipitation events shall be conducted within 48 hours prior to a forecasted storm event. The pre-storm site visual monitoring inspection shall visual observe: • all stormwater drainage areas to identify any spills, leaks, or uncontrolled pollutant sources • any stonnwater storage and containment areas to detect leaks and ensure maintenance of adequate freeboard • all BMPs for proper installation and adequate maintenance Observations of the site and any recommended corrective actions will be documented on CEM-2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stonnwater site inspection report. 40.6.2 Visual Monitoring During Extended Forecasted Storm Event Stormwater visual monitoring site inspections shall be conducted at least once each 24-hour period during extended forecasted storm events The during storm site visual monitoring inspection shall visual observe: • stormwater discharges at all discharge locations • any stored or contained stormwater that is derived from and discharged subsequent to the forecasted storm event. Stored or contained stormwater that will likely discharge after working hours due to anticipated precipitation shall be observed prior to the discharge during working hours. Stormwater discharges and stored or contained stormwater will be observed for the presence or absence of floating and suspended materials, sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants. A during forecasted storm event visual monitoring site inspection will include observation of all site BMPs for: • proper installation • maintenance • failure • BMPs that could fail to operate as intended • effectiveness so that design changes can be implemented as soon as feasible Observations of the site and any recommended corrective actions will be documented on CEM -2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stormwater site inspection report. Required corrective actions will be initiated within 72 hours after they are identified and completed as soon as possible. 40.6.3 Visual Monitoring Within 48 Hours After A Qualifying Rain Event Generating Site Runoff Site visual monitoring post precipitation events shall be conducted within 48 hours of any qualifying rain event that causes site runoff. The post -storm site visual monitoring inspection shall visual observe: • Stormwater discharges at all discharge locations • Any stored or contained stormwater that is derived from and discharged subsequent to the qualifying rain event. Stored or contained stormwater that will likely discharge after working hours due to anticipated precipitation shall be observed prior to the discharge during working hours. Stormwater discharges and stored or contained stormwater will be observed for the presence or absence of floating and suspended materials, sheen on the surface, discolorations, turbidity, odors, and source(s) of any observed pollutants. Post qualifying rain event stormwater visual monitoring site inspection will include observation of all site BMPs for: • proper installation • maintenance • failure • BMPs that could fail to operate as intended • effectiveness so that design changes can be implemented as soon as feasible Observations of the site and any recommended corrective actions will be documented on CEM -2030 Stormwater Site Inspection Report. Any photographs used to document observations will be referenced on stormwater site inspection report. Any corrective actions will be completed as soon as possible but if BMPs require design changes the implementation of changes will begin within 72 hours of identification and the changes will be completed as soon as possible. APPENDIX H - OCSD CONDITIONAL APPROVAL LETTER (PENDING. TO BE PROVIDED BY OCSD) P� h CITY OF COSTA aQ MESA P �P CD 17TH ST a J ST 15TH ST a Q � �� P JOHN WAYNE POWER POLE �1 AIRPORT ® SEWER MANHOLE ® STORM DRAIN MANHOLE YJ FIRE HYDRANT 0 WATER METER I® PULL BOX o STREET LIGHT SD WATER VALVE E CITY OF IRVINE A U UPPER �- SIGN o NEWPORT � P� UNNERSTY a� BAY Id IRRIGATION CONTROL VALVE �0 �P gq gop S �'nu7(A 15LLAtdD cOgsT ��� UOAQUIN BALBOA 01 . _ - c" O )UZq Nqo y�0 OCEAN �qF WqY 0� �J NEWPORT � CENTER 97 ENTER PN � PACIFIC -PROJECT LOCATION TOPOGRAPHICAL LEGEND _& POWER POLE O SEWER CLEANOUT ® SEWER MANHOLE ® STORM DRAIN MANHOLE YJ FIRE HYDRANT 0 WATER METER I® PULL BOX o STREET LIGHT ® WATER VALVE E GUY WIRE e SURVEY MONUMENT �- SIGN ® VAULT VENT a� TREE Id IRRIGATION CONTROL VALVE ® CORING LOCATION 0 ELECTRICAL MANHOLE ORIGINAL GROUND BUILDING - - - - EXISTING CONSTRUCTION ORANGE COUNTY SANITATION DISTRICT PROPERTY LINE ----- CENTERLINE ---- RIGHT-OF-WAY LINE BACKFLOW PREVENTOR SILT FENCE PROPOSED CONCRETE BARRIER BACK FENCE m BLOCKWALL UTILITY LINE LEGEND SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE TRAFFIC SIGNAL CABLEVISION LINE VICINITY MAP NOT TO SCALE PUBLIC WORKS DEPARTMENT OLD NEWPORT BOULEVARD BOX CULVERT DIVERSION APPROVED: APPROVED: SHEETINDEX PROJECT NO. 16X11 C-8279-2 / ( DATE: ✓ �3 ZdZU IC ORK DI ECT R.C.E. W.36106 DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER, R.C.E. NO. 51568 U TITLE SHEET ............................... ABBREVIATIONS SITE PLAN .................................. C2 (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE MON MONUMENT ARV AIR RELIEF VALVE MOVC MIDDLE OF VERTICAL CURVE ACP ASBESTOS CEMENT PIPE NG NATURAL GROUND AC ASPHALT CONCRETE 11-13 NORTH AGU ABOVE GROUND UTILITY NTS NOT TO SCALE APWA AMERICAN PUBLIC WORKS NO NUMBER MECHANICAL JOINT ASSOCIATION OG ORIGINAL GROUND BC BEGIN CURVE OCSD ORANGE COUNTY SANITATION DISTRICT BCR BEGIN CURVE RETURN PKM PARKING METER BFP BACKFLOW PREVENTOR (P) PROPOSED BK BACK PPB PEDESTRIAN PUSH BUTTON BVC BEGIN VERTICAL CURVE PE PLAIN END BLK BLOCK PCC PORTLAND CEMENT CONCRETE BOL BOLLARD PROP PROPOSED CAB CRUSHED AGGREGATE BASE PO PUSH ON CATV CABLE TV PB PULL BOX Cl CAST IRON PUE PUBLIC UTILITY EASEMENT C ,C/L CENTERLINE RCP REINFORCED CONCRETE PIPE CB CATCH BASIN RET RETAINING CF CURB FACE RT RIGHT C.N.B. CITY OF NEWPORT BEACH CL CLASS R/W RIGHT OF WAY CLR CLEAR SCH SCHEDULE CONC CONCRETE S,SS SEWER C&G CURB AND GUTTER SCO SEWER CLEANOUT D.I. DUCTILE IRON SD STORM DRAIN DW DOMESTIC WATER SL STREET LIGHT (E) EXISTING SSMH SEWER MANHOLE E EAST/ELECTRIC §W SHEET EC END CURVE § SIDEWALK ECR END CURVE RETURN SCE SOUTH SOUTHERN CALIFORNIA EDISON EG EXISTING GRADE SQ SQUARE ELEC ELECTRICAL SST STAINLESS STEEL EPB ELECTRICAL PULL BOX STL STEEL EVC END VERTICAL CURVE STR STRUCTURE EXIST EXISTING FE FLANGED END TC TOP OF CURB FG FINISHED GROUND TCE TEMPORARY CONSTRUCTION EASEMENT FH FIRE HYDRANT TALE, T TELEPHONE FL FLOW LINE TOP OF FOOTING FLG FLANGE TS TRAFFIC SIGNAL FM FORCE MAIN TSP TRAFFIC SIGNAL POLE FW FORWARD TW TOP OF WALL G GAS (CGU UNDERGROUND UTILITY GV GAS VALVE WEST/WATER/WIDTH GB GRADE BREAK W/ WITH GE GROOVED END WM WATER METER ICV IRRIGATION CONTROL VALVE WPCP WATER POLLUTION CONTROL PLAN INST INSTRUMENT NO NUMBER INV INVERT PUBLIC WORKS DEPARTMENT OLD NEWPORT BOULEVARD BOX CULVERT DIVERSION APPROVED: APPROVED: SHEETINDEX PROJECT NO. 16X11 C-8279-2 / ( DATE: ✓ �3 ZdZU IC ORK DI ECT R.C.E. W.36106 DEPUTY PUBLIC WORKS DIRECTOR/ CITY ENGINEER, R.C.E. NO. 51568 U TITLE SHEET ............................... Cl SITE PLAN .................................. C2 DEMOLITION PLAN ...................... C3 SUBSURFACE IMPROVEMENTS .... C4 SURFACE IMPROVEMENTS ........... C5 DIVERSION PROFILE ....................... C6 DETAILS (1) ................................ C7 DETAILS (2) ............................... C8 LANDSCAPE PLANS .................... L1-L2 ELECTRICAL PLANS & DETAILS . E1 -E2 SYMBOLS & NOMENCLATURE...... 11-13 CULVERT DIVERSION P&ID........... 14 CONTROL SCHEMATIC ................... 15 TRAFFIC CONTROL PLANS........... T1-T2 DETAIL LEGEND DETAIL NUMBER X SHEET NUMBER IP&T IRON PIPE UNCTION AND TAG EMERGENCY TELEPHONE NUMBERS LOC LOCATION DAY NIGHT LT LEFT SOUTHERN CALIFORNIA GAS COMPANY (VERIFICATION) (714) 634-5091 MAX MAXIMUM SOUTHERN CALIFORNIA GAS COMPANY (TRANSMISSION) (818) 701-4546 MEA MECHANICAL EXPANSION ANCHOR SOUTHERN CALIFORNIA EDISON COMPANY (714) 895-0292 MED MEDIAN AT&T (FACILITIES MAPPING) (714) 666-5467 MH MANHOLE AT&T (VERIFICATION) (714) 237-6075 MJ MECHANICAL JOINT CITY OF NEWPORT BEACH UTILITIES DEPARTMENT (949) 644-3011 (949) 644-3717 MIN MINIMUM TIME WARNER CABLE (714) 903-8337 MIC MIDDLE OF CURVE ORANGE COUNTY SANITATION DISTRICT (714) 962-2411 SPRINKLER SYSTEM BASIS OF BEARINGS: THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 6, 2007.00 EPOCH, RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND WERE DETERMINED BY GLOBAL POSITIONING SYSTEM (G.P.S.) TIES TO THREE CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERRED TO AS ELSA, FVPK AND TRAK. SAID ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "FIXED" HORIZONTALLY IN THIS SURVEY. CALL TOLL FREE BENCHMARK: DESCRIPTION BY OCS 2005: FOUND 3 3/4" OCS ALUMINUM 8� 1 BENCHMARK DISK STAMPED "1J-78-04", SET IN THE SOUTHERLY CORNER OF A ORANGE COUNTY PUBLIC WORKS CURVED 4 FT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE BEFORE YOU DIG B.M. N0, 1J-78-04 SOUTHERLY PORTION OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND ELEVATION: 11.948 FEET NEWPORT BOULEVARD, 125 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH AND ADJUSTMENT: 2015 180 FT. SOUTHERLY OF THE CENTERLINE OF NEWPORT BOULEVARD ALONG THE WESTERLY SIDE OF THE SOUTHBOUND PCH TO NORTHBOUND NEWPORT BOULEVARD OKI-PUAP UnNI IISFNT IS SFT I FVFI WITH THE TOP OF CURB. OLD NEWPORT BLVD BOX CULVERT DIVERSION �••"� iii .s °� ��: Jim 'A do , al v'II DATE: i 0 gaff ` 4 Stantec OF: R.C.E. 63132 DATE QROFESS/ate No. 63132 * Exp.06/30/20 CIVIL �j FOFCAU LOCATION MAP SCALE: N.T.S. NO. I DATE DESCRIPTION OF REVISIONS GENERAL NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 2. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 3. P.C.C. SHALL BE CLASS 560-C-3250, UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 6. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 8. REPAIR/REPLACE ANY PUBLIC LANDSCAPE/IRRIGATION REMOVED OR DAMAGED DURING CONSTRUCTION PER CITY STANDARDS & IN ACCORDANCE WITH CALTRANS STANDARD SPECIFICATIONS. 9. IF CONTAMINATED SOILS ARE FOUND DURING EXCAVATION (I.E. TO REMOVE EXISTING OIL PIPELINE), SUCH CONTAMINATED SOIL MUST BE DISPOSED AND HANDLED IN CONFORMANCE WITH THE PERMITS SPECIAL PROVISIONS. TEMPORARY HAZARDOUS MATERIAL STOCKPILES NEAR OR ADJACENT TO ANY WATERWAYS OR CALTRANS DRAINAGE FACILITIES ARE STRICTLY PROHIBITED. 10. WATER FOR HYDROTESTING AND CALIBRATION ACTIVITIES SHALL BE DISPOSED PROPERLY IN ACCORDANCE WITH THE SPECIFICATIONS AND ENCROACHMENT PERMIT PROVISIONS OR RETURNED TO THE WETWELL AND NOT DISCHARGED INSIDE THE CALTRANS R/W. 11. BACKFILLING OF EXCAVATIONS AND PAVING OPERATIONS SHALL COMPLY WITH CALTRANS STANDARD SPECIFICATIONS. CALTRANS ENCROACHMENT PERMIT TRENCH DETAIL PER TR -0153 IS HEREBY INCORPORATED AND INCLUDED ON SHEET C8. 12. TRENCHING OPERATIONS SHALL CONFORM TO CAL -OSHA REQUIREMENTS. TRENCHES AND EXCAVATIONS 5 -FT OR DEEPER SHALL REQUIRE A SHORING PLAN, CALCULATIONS, AND SUBMITTAL IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02150. 13. DEWATERING OPERATIONS SHALL CONFORM TO PROJECT SPECIFICATION SECTION 02140 AND THE SANTA ANA WATER QUALITY CONTROL BOARD GENERAL WASTE DISCHARGE REQUIREMENTS. 1 4" MIN PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. 2 6" PCC (560-C-3250) OVER 4" CAB DRIVEWAY PAVING SIMILAR TO C.N.B. STD PLAN 160 -L-A. 3 5" CAST IN PLACE DIVERSION CURB PER DETAIL 2 ON SHEET C7 4 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 Al -8 5 CURB & GUTTER - MOUNTABLE TYPE B2 (CF VARIES W VARIES) PER PLAN AND APWA STD PLAN 121-2 6 CURB & GUTTER - BARRIER TYPE A2-8 PER PLAN AND APWA STD PLAN 120-2 7 12" WIDE SLOT AC PAVING PER C.N.B. STD PLAN 105 -L -B AND GREENBOOK SECTION 306-13. 2036 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 1 ON SHEET C7 91.25" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 10 1.25" PVC SCHED.80 90 DEGREE SWEEP t1411 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 12 2" PVC SCHED.80 11.25 DEGREE SWEEP 13 2" PVC SCHED.80 22.5 DEGREE SWEEP 2" PVC SCHED.80 90 DEGREE SWEEP 15 4 PVC SCHED.80 PIPE AND FITTINGS TO JOIN NEW OCSD DROP MANHOLE CONNECTION W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. t1716 8" C-900 DR14 PVC PIPE AND FITTINGS W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. INSTALL PDXFE D.I. ADAPTOR DIVERSION ACCESS SHAFT W/ PRECAST 48" DIA. RISER, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED 18 EQUAL AND PER DETAIL 10 ON SHEET C8, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. - UMP AREA PER 1 MODIFIED W S C.N.B.TD PLAN 40 L B SIMILAR TO C.N 60" ID DIVERSION WETWELL W/ CIP BASE (560-C-3250) OVER 6 CA / 19 DETAIL 5 ON SHEET C7, PRECAST SHAFTING, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 60" DIA. NON-METAL GRATE W/ STEEL SUPPORT FRAME W/ REMOVABLE ACCESS PANEL AND 1/4" PERFORATED SHEET METAL COVER BY GRATING 20 PACIFIC OR APPROVED EQUAL PER DETAIL 7 ON SHEET C7. 21 8" 1009 PORT ANSI CLASS 125 FLANGED CAM -CENTRIC PLUG VALVE W/ DIRECT NUT, STEM EXTENSION, AND MISC. ACCESSORIES PER VAL-MATIC (MODEL NO. 5808RN) OR APPROVED EQUAL. KP250 1/3 -HP UTILITY PUMP BY GRUNDFOS W/ CONTROL SWITCHES TYPE PUMPMASTER & SIGNALMASTER BY SJE RHOMBUS OR APPROVED 22 EQUAL PER PLAN, PUMP CONTROL SCHEMATIC ON SHEET El, AND MFR RECOMMENDATIONS. 1 NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE 23 SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 24 1.25" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 25 CLEANOUT PER DETAIL 1 ON SHEET C7. 26 CORE DRILLED STUB FOR MODIFIED DROP MANHOLE CONNECTION TO EXIST MANHOLE PER OCSD STD PLAN S-057. 27 8" DIVERSION JUNCTION STRUCTURE PER APWA STD PLAN 333-2. 28 DIVERSION JUNCTION STRUCTURE NON-METAL GRATE AND FRAME PER PROFILE BY GRATING PACIFIC OR APPROVED EQUAL. 29 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 9 ON SHEET C8. 30 IRRIGATION AND PLANTING PLAN PER SHEET Lt, L2, AND PROJECT SPECIFICATIONS. 31 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS r32ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. 33 VALVE BOX PER C.N.B. STD -511-L. 34 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 35 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"Xl" REDUCER PER DETAIL 1 ON SHEET C7. 36 RAIN BIRD RSD-BEX RAIN SENSOR OR APPROVED EQUAL PER PLAN 37 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS • N ► DEMOLITION 100 -PROTECT- IN-PLACE (ITEM PER PLAN) 101 CLEAR AND GRUB AS REQUIRED 102 REMOVE AND DISPOSE PCC SIDEWALK TO LIMITS SHOWN. 103 REMOVE AND DISPOSE CURB AND GUTTER TO LIMITS SHOWN. 104 SAWCUT, REMOVE, AND DISPOSE OF AC PAVING TO LIMITS SHOWN 105 SAWCUT, PROTECT REBAR, REMOVE, AND DISPOSE OF 5X5 RCB SIDEWALL TO LIMITS SHOWN FOR NEW DIVERSION JXN STIR. 106 SAWCUT, PROTECT REBAR, REMOVE, AND DISPOSE OF 5X5 RCB TOP SLAB TO LIMITS SHOWN FOR NEW DIVERSION ACCESS SHAFT. C-8279-2 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: TITLE SHEET U' ROBERT STEIN R.C.E. NO. 43003 OLD NEWPORT BLVD BOX CULVERT DIVERSION ASST CITY ENGINEER G MARK KOJFMC R.C.E. NO.61527 DESIGNED: DRAWN: D -539H -S UTILITIES DIRECTOR DJH/EJW EJW CITY OF NEWPORT BEACH APPROVED DATE: CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET G' x-/2'2 t7 DJH 3/2/20 D Q W J 0 m H a Lu z Or i I Ld I I I I I I I I w I I I I I Ll i I I I C� m I I v I I I I I I I I I A I I I I I I I I I � I EXISTING IRRIGATION SYSTEM p SEE BOX NOTE HEREON I I i I // A I I _ I I II I I I I I LIMIT OF PERMIT I I M In 1 M IM I I I I I � I I I I I I j I I I I I I I I I I I p i m I I I I I I I I I \ II I I II I I I II I I I I \ I I II I CONT I I o /—REt6CATION 0 REMOVAL 01 \ ` I IV II o I �/ I I III II I\ o \ C I I I RELOCATI01 I REMOVAI N, N / P 5X5 RCB P TREE c I 5. LIMIT a. RCB PION I 0 I I I a 0 I I I 0 I i I 0 i i I 0 I EXISTING IRF SEE 130: GRAPHIC SCALE 0 4 8 ( IN FEET ) 1 inch = 4 ft. 16 Stantec .j (I UNDER--�KHEASUPRRVI,I'ON OF: DAN_ HXYEt / R.C.E. 63132 3/2/2020 DATE 'ERMIT D a W J m H 0 a Lu z 0 J 0 DEMOLITION NOTES P PROTECT—IN—PLACE (ITEM PER PLAN) 101 CLEAR AND GRUB AS REQUIRED 102 REMOVE AND DISPOSE PCC SIDEWALK TO LIMITS SHOWN. 103 REMOVE AND DISPOSE CURB AND GUTTER TO LIMITS SHOWN. 104 SAWCUT, REMOVE, AND DISPOSE OF AC PAVING TO LIMITS SHOWN 105 SAWCUT, PROTECT REBAR, REMOVE, AND DISPOSE OF 5X5 RCB SIDEWALL TO LIMITS SHOWN FOR NEW DIVERSION JXN STIR. 106 SAWCUT, PROTECT REBAR, REMOVE, AND DISPOSE OF 5X5 RCB TOP SLAB TO LIMITS SHOWN FOR NEW DIVERSION ACCESS SHAFT. LEGEND PCC REMOVAL AC REMOVAL RCB REMOVAL (TOP SLAB AND SIDEWALL) NOTE: CONTRACTOR SHALL TAKE MEASURES TO ENSURE PROTECTION OF EXISTING ADJACENT IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PCC SIDEWALK, CURB, & GUTTER OUTSIDE THE IMPACT LIMITS BUT INSIDE THE WORK ZONE. NOTE: SEE LANDSCAPE IMPROVEMENT PLAN SHEET L1 FOR MODIFICATIONS TO EXISTING IRRIGATION SYSTEMS. SAWCUT EXISTING INVERT 1Y" DEEP AND REMOVE EXIST. INVERT SLAB--\ EXISTING REINFVI%VLIVILIV I REINFORCEMENT SEE DETAILS HEREON NEW SLAB TO MATCH rvir�Tinin inn /rnT ri r�/ CONCRETE REMOVAL AND REPAIR N.T.S. NOTE: INVERT SLAB SHOWN. WALL SLAB SIMILAR. CONCRETE REMOVAL NOTES: I THE EXISTING CHANNEL INVERT AND WALL SLABS SHALL BE SAWCUT WHERE SHOWN ON THE PLAN AND THE CONCRETE CAREFULLY REMOVED LEAVING A CLEAN, PLANE SURFACE FOR BONDING THE NEW CONCRETE. THE INVERT AND WALL SLAB CONCRETE SHALL BE REMOVED IN THE FOLLOWING SEQUENCE: 1. A SAWCUT SHALL BE MADE AT THE REMOVAL LIMITS, ONE AND ONE—HALF INCHES DEEP. CARE SHALL BE EXERCISED IN SAWING AT THE REMOVAL LIMITS SO AS NOT TO CUT THE REINFORCING STEEL IN THE REMAINING SLAB. THE EXISTING REINFORCING STEEL SHALL BE RETAINED AND EXTENDED INTO THE NEW CONSTRUCTION AS INDICATED ON DRAWINGS. 2. USING HANDHELD EQUIPMENT, THE CONCRETE SHALL BE CAREFULLY REMOVED FOR THE FULL DEPTH OF THE INVERT SLAB AND FOR A MINIMUM DISTANCE FROM THE SAWCUT EQUAL TO THE LONGEST EXTENSION OF THE EXISTING BARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSION SHALL BE 45 BAR DIAMETERS, UNLESS OTHERWISE SHOWN. 3. THE EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION. 4. THE REMAINING CONCRETE MAY BE REMOVED BY ANY SUITABLE METHOD UPON APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE THE SOLE JUDGE OF THE USE OF ANY CONCRETE REMOVAL EQUIPMENT. EXPLOSIVES, WRECKING BALL, OR OTHER SIMILAR DEVICES, WHICH ARE LIKELY TO DAMAGE CONCRETE TO BE LEFT IN PLACE, SHALL NOT BE USED. C-8279-2 OFE. DEMOLITION PLAN QR ryy No. 63132 OLD NEWPORT BLVD BOX CULVERT DIVERSION * Exp.06/30/20 g/EJW ci�P DESIGNED: DRAWN: CA FO\F EJW CITY OF NEWPORT BEACH D -5398-S TF C A� �� N0. DATE DESCRIPTION OF REVISIONS APPROVEDCHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C3 I I I — I nil I I I I m I I I I I I I I EXISTING I I I SITE LIGHTING I I HANDHOLE 1 I 102 I I — /n I I I I I► II I I II I I I II I I I I \ I I II I CONT I I o /—REt6CATION 0 REMOVAL 01 \ ` I IV II o I �/ I I III II I\ o \ C I I I RELOCATI01 I REMOVAI N, N / P 5X5 RCB P TREE c I 5. LIMIT a. RCB PION I 0 I I I a 0 I I I 0 I i I 0 i i I 0 I EXISTING IRF SEE 130: GRAPHIC SCALE 0 4 8 ( IN FEET ) 1 inch = 4 ft. 16 Stantec .j (I UNDER--�KHEASUPRRVI,I'ON OF: DAN_ HXYEt / R.C.E. 63132 3/2/2020 DATE 'ERMIT D a W J m H 0 a Lu z 0 J 0 DEMOLITION NOTES P PROTECT—IN—PLACE (ITEM PER PLAN) 101 CLEAR AND GRUB AS REQUIRED 102 REMOVE AND DISPOSE PCC SIDEWALK TO LIMITS SHOWN. 103 REMOVE AND DISPOSE CURB AND GUTTER TO LIMITS SHOWN. 104 SAWCUT, REMOVE, AND DISPOSE OF AC PAVING TO LIMITS SHOWN 105 SAWCUT, PROTECT REBAR, REMOVE, AND DISPOSE OF 5X5 RCB SIDEWALL TO LIMITS SHOWN FOR NEW DIVERSION JXN STIR. 106 SAWCUT, PROTECT REBAR, REMOVE, AND DISPOSE OF 5X5 RCB TOP SLAB TO LIMITS SHOWN FOR NEW DIVERSION ACCESS SHAFT. LEGEND PCC REMOVAL AC REMOVAL RCB REMOVAL (TOP SLAB AND SIDEWALL) NOTE: CONTRACTOR SHALL TAKE MEASURES TO ENSURE PROTECTION OF EXISTING ADJACENT IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PCC SIDEWALK, CURB, & GUTTER OUTSIDE THE IMPACT LIMITS BUT INSIDE THE WORK ZONE. NOTE: SEE LANDSCAPE IMPROVEMENT PLAN SHEET L1 FOR MODIFICATIONS TO EXISTING IRRIGATION SYSTEMS. SAWCUT EXISTING INVERT 1Y" DEEP AND REMOVE EXIST. INVERT SLAB--\ EXISTING REINFVI%VLIVILIV I REINFORCEMENT SEE DETAILS HEREON NEW SLAB TO MATCH rvir�Tinin inn /rnT ri r�/ CONCRETE REMOVAL AND REPAIR N.T.S. NOTE: INVERT SLAB SHOWN. WALL SLAB SIMILAR. CONCRETE REMOVAL NOTES: I THE EXISTING CHANNEL INVERT AND WALL SLABS SHALL BE SAWCUT WHERE SHOWN ON THE PLAN AND THE CONCRETE CAREFULLY REMOVED LEAVING A CLEAN, PLANE SURFACE FOR BONDING THE NEW CONCRETE. THE INVERT AND WALL SLAB CONCRETE SHALL BE REMOVED IN THE FOLLOWING SEQUENCE: 1. A SAWCUT SHALL BE MADE AT THE REMOVAL LIMITS, ONE AND ONE—HALF INCHES DEEP. CARE SHALL BE EXERCISED IN SAWING AT THE REMOVAL LIMITS SO AS NOT TO CUT THE REINFORCING STEEL IN THE REMAINING SLAB. THE EXISTING REINFORCING STEEL SHALL BE RETAINED AND EXTENDED INTO THE NEW CONSTRUCTION AS INDICATED ON DRAWINGS. 2. USING HANDHELD EQUIPMENT, THE CONCRETE SHALL BE CAREFULLY REMOVED FOR THE FULL DEPTH OF THE INVERT SLAB AND FOR A MINIMUM DISTANCE FROM THE SAWCUT EQUAL TO THE LONGEST EXTENSION OF THE EXISTING BARS TO BE EXTENDED INTO THE NEW CONSTRUCTION. THIS EXTENSION SHALL BE 45 BAR DIAMETERS, UNLESS OTHERWISE SHOWN. 3. THE EXISTING REINFORCEMENT SHALL BE CUT TO THE REQUIRED BAR EXTENSION. 4. THE REMAINING CONCRETE MAY BE REMOVED BY ANY SUITABLE METHOD UPON APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE THE SOLE JUDGE OF THE USE OF ANY CONCRETE REMOVAL EQUIPMENT. EXPLOSIVES, WRECKING BALL, OR OTHER SIMILAR DEVICES, WHICH ARE LIKELY TO DAMAGE CONCRETE TO BE LEFT IN PLACE, SHALL NOT BE USED. C-8279-2 OFE. DEMOLITION PLAN QR ryy No. 63132 OLD NEWPORT BLVD BOX CULVERT DIVERSION * Exp.06/30/20 g/EJW ci�P DESIGNED: DRAWN: CA FO\F EJW CITY OF NEWPORT BEACH D -5398-S TF C A� �� N0. DATE DESCRIPTION OF REVISIONS APPROVEDCHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C3 D a W J 0 m F- O a Lu z Q 0 66 0 0 N 0 / I I I A \ \ \ I I I I I /I \\ \ 1 I ; / 1 I � I // 1 1 11 \ I I 1 /of I I I 1 I I v I 70 I Icom I I I I I I I \\ I\\\ IV -\ I rn N I / o-aai---- I I I I - aai , ------ aai 7/aail-� I c .I I I I I co 0 I A v I I I I / XY00 4 "' 1T I I I I I I LIMIT OF PERMIT I I I I 0 I I P 5X5 RCB _ _ \ V4 I I I ICn 1� 1 M ��I� \ I\ I I� i P TREE I I / \\ \II NTA 1+67.08 18 x 11 M II I c /I / ' IIv I I m 3 / I I I A III ST 1+61.85 I 21 1 I I I I1 W I I I L4 16 1 I I I AS - I I 1 I_ OJ - I I 1 1 N I I I I I I I I I I I I j I I I I I I I A I � I PCC P I I SIDEWALK II I I I I I I I I I I II I I I I I I I I I I II I I I I I 1 SEWER I P MANHOLE 1 I _ m I - ►- - -j , I - I � 1 6 I 9 II II I/ -I J I i I I I I 1 � I 1 I I I I I Ic I I co I I/ � I co I 1 I I 10 I PRCB TRANSITION L1 m oj +7�� y 17 j I I I I I STA 1 I 0 I I II I I A 1+24.79 13 I I STA 1 +33.69 12 I I II CD / II I II I II II I I I I II I II I I I II I II I I I I II I - I 4 GRAPHIC SCALE 0 4 8 ( IN FEET ) 1 inch = 4 ft. C7 24 10 9 8 P LIGHT POST 2.50 STA 1+44.46 23 STA -I 1 +43.90 35 STA 1+43.31 35 STA 1+42.57 25 4.17'± L3 P PCC SIDEWALK LIMIT OF PERMIT P ELECTRICAL (SEE NOTE) 16(1 Stantec UNHE� HEASUP RVLStON OF: z1� 3/2/2020 DA Nr H R.C.E. 63132 DATE /QROFESSJ. /pNq\ Of No. 63132 * Exp.06/30/20 s��TFOVL FIC NOTE: NOTE: NOTE: SEE DEMO PLAN FOR DISPOSITION OF EXIST ELECTRICAL ELECTRICAL CONDUIT NOT SHOWN FOR CLARITY. SEE ELECTRICAL CONDUIT TO BE PROTECTED IN PLACE & VAULT VENTS AND BOLLARDS. VENTS SHOWN SHALL BE ELECTRICAL DRAWINGS RELOCATED TEMPORARILY AS REQ'D DURING CONSTRUCTION. RELOCATED BY OTHERS BEHIND BACK OF WALK. 11 CONSTRUCTION NOTES 3 5" CAST IN PLACE DIVERSION CURB PER DETAIL 2 ON SHEET C7 8 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 1 ON SHEET C7 1.25" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 10 1.25" PVC SCHED.80 90 DEGREE SWEEP 11 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 12 2" PVC SCHED.80 11.25 DEGREE SWEEP 13 2" PVC SCHED.80 22.5 DEGREE SWEEP 14 2" PVC SCHED.80 90 DEGREE SWEEP 16 8" C-900 DR14 PVC PIPE AND FITTINGS W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 17 INSTALL PDXFE D.I. ADAPTOR 18 DIVERSION ACCESS SHAFT W/ PRECAST 48" DIA. RISER, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL AND PER DETAIL 10 ON SHEET C8, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 19 60" ID DIVERSION WETWELL W/ CIP BASE (560-C-3250) OVER 6" CAB SIMILAR TO C.N.B. STD PLAN 401-L MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 21 8" 100% PORT ANSI CLASS 125 FLANGED CAM -CENTRIC PLUG VALVE W/ DIRECT NUT, STEM EXTENSION, AND MISC. ACCESSORIES PER VAL-MATIC (MODEL NO. 5808RN) OR APPROVED EQUAL. 23 1" NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 24 1.25" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 25 CLEANOUT PER DETAIL 1 ON SHEET C7. 26 CORE DRILLED STUB FOR MODIFIED DROP MANHOLE CONNECTION TO EXIST MANHOLE PER OCSD STD PLAN S-057. 27 8" DIVERSION JUNCTION STRUCTURE PER APWA STD PLAN 333-2. 28 DIVERSION JUNCTION STRUCTURE NON-METAL GRATE AND FRAME PER PROFILE BY GRATING PACIFIC OR APPROVED EQUAL. 29 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 9 ON SHEET C8. 35 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 1 ON SHEET C7. P� PROTECT -IN-PLACE (ITEM PER PLAN) NO. I DATE I DESCRIPTION OF REVISIONS DESIGNED: DRAWN: DJH/EJW EJW APPROVED CHECKED: DATE: DJH 3/2/20 NOTES: 1. CONTRACTOR SHALL PROVIDE SHORING BOX DESIGN AND CALCULATIONS TO ENGINEER FOR REVIEW AND APPROVAL. 2. THE CONSTRUCTION WORK ZONE LIMITS ARE APPLICABLE DURING WORKING HOURS ONLY IN THE PRESENCE OF TRAFFIC CONTROL. 3. A STAGING AREA PROXIMATE TO THE CONSTRUCTION SITE IS NOT AVAILABLE. FOR ADDITIONAL INFORMATION SEE WPCP. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS FOR DAILY CLEANUP, REMOVAL OF SPOILS, MATERIAL DELIVERY & INSTALLATION, AND EQUIPMENT TRANSPORT, ETC. 5. THE CONTRACTOR MAY COORDINATE WITH THE CITY TO SECURE A STAGING AREA WITHIN THE PARKING LOT AT THE CORNER OF PCH AND OLD NEWPORT BLVD. 6. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. LINE TABLE LINE No. LENGTH DIRECTION L1 I N84'1 8'57"E II I 4 GRAPHIC SCALE 0 4 8 ( IN FEET ) 1 inch = 4 ft. C7 24 10 9 8 P LIGHT POST 2.50 STA 1+44.46 23 STA -I 1 +43.90 35 STA 1+43.31 35 STA 1+42.57 25 4.17'± L3 P PCC SIDEWALK LIMIT OF PERMIT P ELECTRICAL (SEE NOTE) 16(1 Stantec UNHE� HEASUP RVLStON OF: z1� 3/2/2020 DA Nr H R.C.E. 63132 DATE /QROFESSJ. /pNq\ Of No. 63132 * Exp.06/30/20 s��TFOVL FIC NOTE: NOTE: NOTE: SEE DEMO PLAN FOR DISPOSITION OF EXIST ELECTRICAL ELECTRICAL CONDUIT NOT SHOWN FOR CLARITY. SEE ELECTRICAL CONDUIT TO BE PROTECTED IN PLACE & VAULT VENTS AND BOLLARDS. VENTS SHOWN SHALL BE ELECTRICAL DRAWINGS RELOCATED TEMPORARILY AS REQ'D DURING CONSTRUCTION. RELOCATED BY OTHERS BEHIND BACK OF WALK. 11 CONSTRUCTION NOTES 3 5" CAST IN PLACE DIVERSION CURB PER DETAIL 2 ON SHEET C7 8 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 1 ON SHEET C7 1.25" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 10 1.25" PVC SCHED.80 90 DEGREE SWEEP 11 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 12 2" PVC SCHED.80 11.25 DEGREE SWEEP 13 2" PVC SCHED.80 22.5 DEGREE SWEEP 14 2" PVC SCHED.80 90 DEGREE SWEEP 16 8" C-900 DR14 PVC PIPE AND FITTINGS W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 17 INSTALL PDXFE D.I. ADAPTOR 18 DIVERSION ACCESS SHAFT W/ PRECAST 48" DIA. RISER, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL AND PER DETAIL 10 ON SHEET C8, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 19 60" ID DIVERSION WETWELL W/ CIP BASE (560-C-3250) OVER 6" CAB SIMILAR TO C.N.B. STD PLAN 401-L MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 21 8" 100% PORT ANSI CLASS 125 FLANGED CAM -CENTRIC PLUG VALVE W/ DIRECT NUT, STEM EXTENSION, AND MISC. ACCESSORIES PER VAL-MATIC (MODEL NO. 5808RN) OR APPROVED EQUAL. 23 1" NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 24 1.25" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 25 CLEANOUT PER DETAIL 1 ON SHEET C7. 26 CORE DRILLED STUB FOR MODIFIED DROP MANHOLE CONNECTION TO EXIST MANHOLE PER OCSD STD PLAN S-057. 27 8" DIVERSION JUNCTION STRUCTURE PER APWA STD PLAN 333-2. 28 DIVERSION JUNCTION STRUCTURE NON-METAL GRATE AND FRAME PER PROFILE BY GRATING PACIFIC OR APPROVED EQUAL. 29 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 9 ON SHEET C8. 35 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 1 ON SHEET C7. P� PROTECT -IN-PLACE (ITEM PER PLAN) NO. I DATE I DESCRIPTION OF REVISIONS DESIGNED: DRAWN: DJH/EJW EJW APPROVED CHECKED: DATE: DJH 3/2/20 NOTES: 1. CONTRACTOR SHALL PROVIDE SHORING BOX DESIGN AND CALCULATIONS TO ENGINEER FOR REVIEW AND APPROVAL. 2. THE CONSTRUCTION WORK ZONE LIMITS ARE APPLICABLE DURING WORKING HOURS ONLY IN THE PRESENCE OF TRAFFIC CONTROL. 3. A STAGING AREA PROXIMATE TO THE CONSTRUCTION SITE IS NOT AVAILABLE. FOR ADDITIONAL INFORMATION SEE WPCP. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS FOR DAILY CLEANUP, REMOVAL OF SPOILS, MATERIAL DELIVERY & INSTALLATION, AND EQUIPMENT TRANSPORT, ETC. 5. THE CONTRACTOR MAY COORDINATE WITH THE CITY TO SECURE A STAGING AREA WITHIN THE PARKING LOT AT THE CORNER OF PCH AND OLD NEWPORT BLVD. 6. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. LINE TABLE LINE No. LENGTH DIRECTION L1 24.79 N84'1 8'57"E L2 14.85 S73° 10' 15"E L3 10.23 N16°49'45"E L4 14.70 N73°10'15"W C-8279-2 SUBSURFACE IMPROVEMENTS OLD NEWPORT BLVD BOX CULVERT DIVERSION CITY OF NEWPORT BEACH D -5398-S PUBLIC WORKS DEPARTMENT SHEET C4 I I I W I I I I I � I I I I I � I N I I I I I ; I I I I I I I I I I I I I I I ; I I I I I N I I I I I I - Cn I I I I I I I I I I I I I N I I I I I I I I w I I N I I I I I I I I I I I N I I I I I I I I I I I N I I � I I IYJ' I I y I I I I I > I N W I I I I J I co I I O I M i PCC I �WALK; F - w I U O I a. I I W Z P SEWER I MANHOLE I -- I I / I / / LIU I � I1 1 I \\\1 I I -- I I I I I I I I w I J 4 I I Or 1 I � II I I I I I i I II I I I / i \ I \ \ IIV/ I I II LIMIT OF PERMIT I / /IN-- _ ;Y 00 I I OF PERMIT I n 5X5 RCB 4 I " 27.55 FS I ` > 1 4 -1®6 33 1 2 ` t� 4✓ I4 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 A11-8 it ' 27.05 FS 5 CURB & GUTTER - MOUNTABLE TYPE B2 (CF VARIES W VARIES) PER PLAN AND APWA STD PLAN 121-2 O 26.30 TC 1.0% i 27.66 RIM 25.67 AFL Lp �0 � X74 7 12" WIDE SLOT AC PAVING PER C.N.B. STD PLAN 105 -L -B AND GREENBOOK SECTION 306-13. 4 3 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR 4 k L •/ 3 O 30 " 3 32 34 4 4 31 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 32 y 4 � 4 \ " W 33 GRAPHIC SCALE 4 0 4 8 ( IN FEET ) 1 inch = 4 ft. Stantec UNDER-iHEASUP RVI,I'ON OF: / �L/z 1 3/2/2020 DA H R.C.E. 63132 DATE NOTE: NOTE: SEE DEMO PLAN FOR DISPOSITION OF EXIST ELECTRICAL ELECTRICAL CONDUIT NOT SHOWN FOR CLARITY. SEE VAULT VENTS AND BOLLARDS. VENTS SHOWN SHALL BE ELECTRICAL DRAWINGS RELOCATED BY OTHERS BEHIND BACK OF WALK. NOTE: FOR LANDSCAPE IMPROVEMENTS AND GENERAL NOTES INCLUDING IRRIGATION AND PLANTING, SEE SHEETS L1 & L2. I"M-� a CONSTRUCTION NOTES > 1 4" MIN PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. W 2 6" PCC (560-C-3250) OVER 4" CAB DRIVEWAY PAVING SIMILAR TO C.N.B. STD PLAN 160 -L-A. J 4 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 A11-8 5 CURB & GUTTER - MOUNTABLE TYPE B2 (CF VARIES W VARIES) PER PLAN AND APWA STD PLAN 121-2 O 6 CURB & GUTTER - BARRIER TYPE A2-8 PER PLAN AND APWA STD PLAN 120-2 7 12" WIDE SLOT AC PAVING PER C.N.B. STD PLAN 105 -L -B AND GREENBOOK SECTION 306-13. 8 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 1 ON SHEET C7 O 30 IRRIGATION AND PLANTING PLAN PER SHEET L1, L2, AND PROJECT SPECIFICATIONS. a 31 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 32 ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. W 33 VALVE BOX PER C.N.B. STD -511-L. Z 34 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 36 RAIN BIRD RSD-BEX RAIN SENSOR OR APPROVED EQUAL PER PLAN J 37 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS O P PROTECT -IN-PLACE (ITEM PER PLAN) UNS O QROFESS/J. p�� a No. 63132 * Exp.06/30/20 s�gTFOCl A- 0 LEGEND LLLLLL LLLLLL NOTES: 1. THE CONSTRUCTION WORK ZONE LIMITS ARE APPLICABLE DURING WORKING HOURS ONLY IN THE PRESENCE OF TRAFFIC CONTROL. 2. A STAGING AREA PROXIMATE TO THE CONSTRUCTION SITE IS NOT AVAILABLE. FOR ADDITIONAL INFORMATION SEE WPCP. 3. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS FOR DAILY CLEANUP, REMOVAL OF SPOILS, MATERIAL DELIVERY & INSTALLATION, AND EQUIPMENT TRANSPORT, ETC. 4. THE CONTRACTOR MAY COORDINATE WITH THE CITY TO SECURE A STAGING AREA WITHIN THE PARKING LOT AT THE CORNER OF PCH AND OLD NEWPORT BLVD. 5. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. DESIGN ELEVATION LEGEND 100.00 ENGINEERED DESIGN ELEVATION PORTLAND CEMENT CONCRETE (100.00) POTHOLED ELEVATION [100,00] ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO POTHOLE EXISTING UTILITY TO VERIFY ELEVATIONS. CONTRACTOR SHALL FIELD ASPHALT CONCRETE VERIFY ALL ELEVATIONS AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCY PRIOR TO COMMENCEMENT OF WORK. LANDSCAPE REPAIR (SEE SHEET L1 & 1-2) MANHOLE HATCH C-8279-2 SURFACE IMPROVEMENTS OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNDED /EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C5 NOTE: ALL PORTIONS OF THE DIVERSION LATERAL INCLUDING THOSE PORTIONS WITHIN OCSD MANHOLE, MH -025, SHALL BE OWNED AND MAINTAINED BY THE CITY OF NEWPORT BEACH. NOTE: IF DAMAGED BY CORING OPERATION FOR NEW DROP CONNECTION, CONTRACTOR TO IDENTIFY, REPAIR, OR REPLACE IN KIND EXISTING SEWER MANHOLE LINER SYSTEM AS REQ'D AND PER OCSD & MFR RECOMMENDATIONS. cn cn J Lj Z \ ^ J rtr 12» I N -- -- --- -- 13 - N -- - cn \ I\ W N N W W I MIN W +I c I I26 uj CD 15 I \�� I +z3 I 23 � �0 I cn n 1 N CD � 2 I o N W M N - I I 29-- ri Li II � II 0 0 22.84 BOP I I I oz ozLn I I PR SD FM 8 19 +- I 11 10 E ()0�„ Qrn QOQo LI ED cn N cn N cn N 22.34 TOP 9 MAN OLE I EX SD � N ��- --------- - (E) 5X5 rn W _ - Ln I I Z RCB -- ,' ; z N m>_ 11 1 "0 9 z' 2 ± � 21 +- +- - Q� C M I �� 16 17.35 N 20 N N OFF FLOAT L I I I 12 14 16.00 TG \ ------------- GROUND WATER p ��' 22 3 - --------- - - I � I LEVEL - t15 = C7 13.75 TOP OF SUMP I I I I I 13.00 INV """" 14.03 INV 12.00 EL I I I I 11.50 EL 1+00 1+50 OLD NEWPORT DIVERSION PROFILE ADJACENT PCC PAVING COMPOSITE 6 ACCESS PAD WHERE MANHOLE CVR C7 OCCURS �I� 3 T • ADJACENT C&G d - - WHERE OCCURS -1c 'A ° • . 4 ° •\\-36"O MH GRADE 6" 5' DIA. 6" RINGS AS REQ'D d 60"O MH COMPONENTS AS REQ'D SECTION 6" ° a 5' 6" VIEW • POLYPROPYLENE -PLASTIC T �00 PLAN STEPS PER CONB STD -404-L & VIEW - - - - _ SSPWC 636-2 / Lr/ WALL 3 PENETRATION C7 I 3' DIA. I \ I \ - i 8"0 PVC 1 \IN Ln DIVERSION \ I d• • DIVERSION STR 7 d GRATING & FRAME C7 \ \� � SUMP LOCATION W/ PUMP • ° d A • CD ° ° d ° • ` •° 4 ° I i """"CIP MH BASE 5 I CN Q0 4 4 W/ SUMP C7 • • • d • a PLAN VIEW SECTION VIEW DIVERSION WETWELL - DETAILS N.T.S. Q 0 O m O O N M O NOTES: 1) CONTRACTOR SHALL SUBMIT SHOP DRAWINGS, MFR CATALOG INFORMATION, AND INSTALLATION RECOMMENDATIONS IN ACCORDANCE WITH SPECIFICATION SECTION 03461 FOR REVIEW AND APPROVAL BY ENGINEER. 2) FOR ADDITIONAL INFORMATION NOT SHOWN SEE PROFILE HEREON. CONSTRUCTION NOTES 31�J� 36 Li U - Ln Ln O Ln Q� J -Lff�o N U (E) 5'X5' _ RCB 27 28 3 1 4" MIN PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. 2 6" PCC (560-C-3250) OVER 4" CAB DRIVEWAY PAVING SIMILAR TO C.N.B. STD PLAN 160 -L-A. 3 5" CAST IN PLACE DIVERSION CURB PER DETAIL 2 ON SHEET C7 8 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 1 ON SHEET C7 1.25" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 10 1.25" PVC SCHED.80 90 DEGREE SWEEP 11 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 12 2" PVC SCHED.80 11.25 DEGREE SWEEP 13 2" PVC SCHED.80 22.5 DEGREE SWEEP 14 2" PVC SCHED.80 90 DEGREE SWEEP 15 4" PVC SCHED.80 PIPE AND FITTINGS TO JOIN NEW OCSD DROP MANHOLE CONNECTION W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 16 8" C-900 DR14 PVC PIPE AND FITTINGS W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 17 INSTALL PDXFE D.I. ADAPTOR 18 DIVERSION ACCESS SHAFT W/ PRECAST 48" DIA. RISER, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL AND PER DETAIL 10 ON SHEET C8, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 19 60" ID DIVERSION WETWELL W/ CIP BASE (560-C-3250) OVER 6" CAB SIMILAR TO C.N.B. STD PLAN 401-L MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 20 60" DIA. NON-METAL GRATE W/ STEEL SUPPORT FRAME W/ REMOVABLE ACCESS PANEL AND 1/4" PERFORATED SHEET METAL COVER BY GRATING PACIFIC OR APPROVED EQUAL PER DETAIL 7 ON SHEET C7. 21 8" 100% PORT ANSI CLASS 125 FLANGED CAM -CENTRIC PLUG VALVE W/ DIRECT NUT, STEM EXTENSION, AND MISC. ACCESSORIES PER VAL-MATIC (MODEL NO. 5808RN) OR APPROVED EQUAL. Stantec UHE UP RV N OF: N 3/2/2020 DA H R.C.E. 63132 DATE NOTES: 1. TRENCHING OPERATIONS SHALL CONFORM TO CAL -OSHA REQUIREMENTS. TRENCHES AND EXCAVATIONS 5 -FT OR DEEPER SHALL REQUIRE A SHORING PLAN, CALCULATIONS, AND SUBMITTAL IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02150. 2. DEWATERING OPERATIONS SHALL CONFORM TO PROJECT SPECIFICATION SECTION 02140 AND THE SANTA ANA WATER QUALITY CONTROL BOARD GENERAL WASTE DISCHARGE REQUIREMENTS. O QROFESS/J. p�� o cif No. 63132 * Exp.06/30/20 s�gTFOF�C A_ 1+75 PROFILE HORIZ. 1 " = 4' VERT. 1 " = 4' 22 KP250 1/3 -HP UTILITY PUMP BY GRUNDFOS W/ CONTROL SWITCHES TYPE PUMPMASTER & SIGNALMASTER BY SJE RHOMBUS OR APPROVED EQUAL PER PLAN, PUMP CONTROL SCHEMATIC ON SHEET E1, AND MFR RECOMMENDATIONS. 23 1" NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 24 1.25" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 25 CLEANOUT PER DETAIL 1 ON SHEET C7. 26 CORE DRILLED STUB FOR MODIFIED DROP MANHOLE CONNECTION TO EXIST MANHOLE PER OCSD STD PLAN S-057. 27 8" DIVERSION JUNCTION STRUCTURE PER APWA STD PLAN 333-2. 28 DIVERSION JUNCTION STRUCTURE NON-METAL GRATE AND FRAME PER PROFILE BY GRATING PACIFIC OR APPROVED EQUAL. 29 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 9 ON SHEET C8. 31 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 32 ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. 33 VALVE BOX PER C.N.B. STD -511-L. 34 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 35 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 1 ON SHEET C7. 36 RAIN BIRD RSD-BEX RAIN SENSOR OR APPROVED EQUAL PER PLAN 37 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS C-8279-2 DIVERSION PROFILE OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNDED /EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C6 -H0O = N 0 cn � N CI -4 N Q� J -Lff�o N U (E) 5'X5' _ RCB 27 28 3 1 4" MIN PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. 2 6" PCC (560-C-3250) OVER 4" CAB DRIVEWAY PAVING SIMILAR TO C.N.B. STD PLAN 160 -L-A. 3 5" CAST IN PLACE DIVERSION CURB PER DETAIL 2 ON SHEET C7 8 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 1 ON SHEET C7 1.25" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 10 1.25" PVC SCHED.80 90 DEGREE SWEEP 11 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 12 2" PVC SCHED.80 11.25 DEGREE SWEEP 13 2" PVC SCHED.80 22.5 DEGREE SWEEP 14 2" PVC SCHED.80 90 DEGREE SWEEP 15 4" PVC SCHED.80 PIPE AND FITTINGS TO JOIN NEW OCSD DROP MANHOLE CONNECTION W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 16 8" C-900 DR14 PVC PIPE AND FITTINGS W/ BEDDING PER DETAIL 8 ON SHEET C8 & CALTRANS TR -0153. 17 INSTALL PDXFE D.I. ADAPTOR 18 DIVERSION ACCESS SHAFT W/ PRECAST 48" DIA. RISER, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL AND PER DETAIL 10 ON SHEET C8, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 19 60" ID DIVERSION WETWELL W/ CIP BASE (560-C-3250) OVER 6" CAB SIMILAR TO C.N.B. STD PLAN 401-L MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, FLAT TOP W/ ECCENTRIC 36" DIA. GRADE RINGS BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 6 ON SHEET C7. 20 60" DIA. NON-METAL GRATE W/ STEEL SUPPORT FRAME W/ REMOVABLE ACCESS PANEL AND 1/4" PERFORATED SHEET METAL COVER BY GRATING PACIFIC OR APPROVED EQUAL PER DETAIL 7 ON SHEET C7. 21 8" 100% PORT ANSI CLASS 125 FLANGED CAM -CENTRIC PLUG VALVE W/ DIRECT NUT, STEM EXTENSION, AND MISC. ACCESSORIES PER VAL-MATIC (MODEL NO. 5808RN) OR APPROVED EQUAL. Stantec UHE UP RV N OF: N 3/2/2020 DA H R.C.E. 63132 DATE NOTES: 1. TRENCHING OPERATIONS SHALL CONFORM TO CAL -OSHA REQUIREMENTS. TRENCHES AND EXCAVATIONS 5 -FT OR DEEPER SHALL REQUIRE A SHORING PLAN, CALCULATIONS, AND SUBMITTAL IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02150. 2. DEWATERING OPERATIONS SHALL CONFORM TO PROJECT SPECIFICATION SECTION 02140 AND THE SANTA ANA WATER QUALITY CONTROL BOARD GENERAL WASTE DISCHARGE REQUIREMENTS. O QROFESS/J. p�� o cif No. 63132 * Exp.06/30/20 s�gTFOF�C A_ 1+75 PROFILE HORIZ. 1 " = 4' VERT. 1 " = 4' 22 KP250 1/3 -HP UTILITY PUMP BY GRUNDFOS W/ CONTROL SWITCHES TYPE PUMPMASTER & SIGNALMASTER BY SJE RHOMBUS OR APPROVED EQUAL PER PLAN, PUMP CONTROL SCHEMATIC ON SHEET E1, AND MFR RECOMMENDATIONS. 23 1" NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 24 1.25" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 25 CLEANOUT PER DETAIL 1 ON SHEET C7. 26 CORE DRILLED STUB FOR MODIFIED DROP MANHOLE CONNECTION TO EXIST MANHOLE PER OCSD STD PLAN S-057. 27 8" DIVERSION JUNCTION STRUCTURE PER APWA STD PLAN 333-2. 28 DIVERSION JUNCTION STRUCTURE NON-METAL GRATE AND FRAME PER PROFILE BY GRATING PACIFIC OR APPROVED EQUAL. 29 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 9 ON SHEET C8. 31 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 32 ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. 33 VALVE BOX PER C.N.B. STD -511-L. 34 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 35 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 1 ON SHEET C7. 36 RAIN BIRD RSD-BEX RAIN SENSOR OR APPROVED EQUAL PER PLAN 37 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS C-8279-2 DIVERSION PROFILE OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNDED /EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C6 '-8" LEGEND -20" SQUARE MIN 5 1 REMOVAL LIMITS W/ REBAR REMOVAL 8" 4" 8" PROTECTION AS SHOWN EQ. EQ. 3 w cC°-> A PVC SCH.80 CLEANOUT ASSEMBLY: x a R3" 12" MIN v w MODIFY GRATING SYSTEM AS 2'-6" 2'-6" 3" END CAP II d a RY2", TYP 4 +1 c=n REQUIRED FOR REMOVABLE L 3"x3"x1 /4" 316 SST, TYP " J 1 d d � . I 3 BARREL NIPPLE 2 a a d w a • COVER OVER PUMP P:.Q a a::a L 3%2-3/8"x1/4" 316 SST (3 TOTAL) REDUCING SOCKET(S) 2 (n . n o.e PIPE & 45° TEE PER PLAN/PROFILE a I • ,d T I+ �° 00 (AS SHOWN OR APPROVED EQUAL) T a IF PRESENT 1 > I I �• FS INVERT OF I I a BOLTING DETAIL 2% 00 + o EXISTING RCB i / _ - o° ._ : HEREON ------- ------- �.. o SAND OR EN NT 1/4" r 6 �-r v AMPLITUDE, CLEAN &HAPPLYOI COAT OF EPDXY a / I / $ a N l' L�IV /� ° °° _T1 �ITI`� I - �- INVERT OF 0 1 /4" 60° 316 SST PERFORATED ,- - 1 I I- 1 X MIN I , ,- BONDING COMPOUND PRIOR TO PLACING NEW • EXISTING RCB a METAL SHEETS OVER 1-1/2" DIA. 2X CONCRETE. 5 00 °o DEEP X 1-1/2" SQUARE s+ • • • ° o ° °°° °° ° MIN DIA. 24"X36" PULL BOX SERIES OPEN °°°° FIBERGLASS MESH GRATING MIN BOTTOM PER EISEL ENTERPRISES OR 5" CAST IN PLACE DIVERSION CURB APPROVED EQUAL W/ LANDSCAPE N.T.S. 2 SECTION A -A FRONT VIEW SEE DETAIL B FILLET WELD, FABRIC & 3/4 ROCK PER PLAN & SEE DETAIL C TYP MFR RECOMMENDATIONS 2� �1 PIPE PER PLAN DETAIL A 1-1/4"X1" REDUCER AS REQ'D 2"X1" REDUCER AS REQ'D FLOW METER PER PLAN W/ UNION FITTINGS AS REQ'D & MIN SPACING POLYETHYLENE OR APPLY 1 " OF GUN GRADE O CHIP REMOVE INVERT CROSSFALL, PATCH TO CREATE POSITIVE �� 1" PVC COMPACT -/PER MFR RECOMMENDATIONS POLYURETHANE ROPE ELASTOMERIC SEALANT FLOW PATH 4 BALL VALVE 1" TEE & END CAP TYPE FILLER (TYP) IN ANNULAR SPACE (BOTH AS REQ'D FOR TEMPORARY SIDES OF MEMBER) TYP O2 JUNCTION STRUCTURE PIPE TO RCB PER APWA 333-2. REMOVABLE PANEL DETAIL TEST METER INSTALLATION REINFORCEMENT NOT SHOWN FOR CLARITY. NOTE: APPLIES TO PERFORATED 3/16 METAL AND GRATING. O3 SAWCUT, PROTECT REBAR, CUT AND BEND INTO NEW JUNCTION 3/16 CLEAN OUT IN CONTROL BOX - DETAIL - STRUCTURE 1/4" 60° 316 SST PERFORATED N.T.S.�4 1 " DEEP, 1.5"x1.5" SQUARE MESH MANUFACTURED WITH METAL SHEETS OVER 1-1/2" NOTES: CORVEX RESIN, SET IN DROP-IN TYPE FRP FRAME CATALOG DEEP X 1-1/2" SQUARE 1. PROVIDE UNION TYPE FITTINGS ON FLOW METER & BALL VALVE NUMBER CA -1515 MODIFIED BY GRATING PACIFIC. SEE DETAIL FIBERGLASS MESH 2. INITIAL INSTALLATION REQUIRES A HYDRAULIC FLOW VERIFICATION TO PROVE INSTALLATION PIPE PER PLAN WALL 4A HEREON. o GRATING METHOD OF THE FLOW METER WORKS. v L 3"x3"x1 /4" 316 SST, TYP 3. HYDRAULIC VERIFICATION REQUIRES CLOSING THE SHUT-OFF VALVE, REMOVING THE CAP ON LINK -SEAL WALL SEAL O5 APPROXIMATE REMOVAL LIMITS THE TEE AND ATTACHING A TEST METER. (TEST METER NEEDS TO BE AS OR MORE ACCURATE STANDARD SERVICE �...a THAN THE METER BEING TESTED) NON -INSULATING L 3"x2 -3/8"x1 /4" 316 SST 4. THE TEST METER DISCHARGE SHOULD HAVE A RISER (AROUND TWO FEET) BEFORE TYPE "M" OR DIVERSION JUNCTION STRUCTURE DETAILS DISCHARGING. APPROVED EQUAL 4 1/2"O SST A.B.'S 6" FROM ENDS 3/16 5. THE RISER, ALONG WITH THE CHECK VALVE, WILL INSURE A FULL TUBE OF WATER WHEN N.T.S. OF FRAME 4" EMBEDMENT @ 12" 3/16 STARTING THE TEST, ALLOWING FLOW TO BEGIN AT THE SAME TIME FOR BOTH METERS. MAX O.C. IN 9/16"0 HOLES, TYP. 6. TEST WATER DURING CALIBRATION SHALL BE DISPOSED OF PROPERLY IN ACCORDANCE WITH DETAIL C THE SPECIFICATIONS AND ENCROACHMENT PERMIT PROVISIONS OR RETURNED TO THE WETWELL WALL /FLOOR PENETRATION DETAIL DETAIL B AND NOT DISCHARGED INSIDE CALTRANS R/W. 3 N.T.S. ALIGNMENT MARKS (BOLTED COVERS ONLY) RAISED DIAMOND TREAD 1/4" 60° 316 SST 5 L 0 0� 0 0`�1`1IIO 00 PERFORATED METAL • 0 �00�00�00�00� •• SHEETS • o OO�OO�o0�00�00�00� 3/8" A oo 00 0 00 0 00 0 00 0 00 o Oo 0 3" TALL LETTERS MIN q �00 0000 00�00�00�00�00�00� q 6 6 / PUMP 13.00 EL 00 UO 00 UU 00 UO 00 UO 00 Do 0 00 0 �0 00 TOP VIEW I 13.75 EL �00�00�00�00� �00�00�00�00= J 7 �oo�oo�oo�oDo�oo�oo�oo� 13.75 EL P �00�00�00�00� �00�00�00�00� 14" 3 3 1'-14" / „ 00�00�00�00�00�00�00�00�00 18V-1-1/2"DEEP X 1„ 14.03 EL = 00 00 00 00 00 00 1" DIA LIFTING 316 SST ANGLE 4 _ _ ..a.�.. e I - BEAM /2" SQUARE 2 TOP VIEW EQ. EQ. FLOW oe 00 00 .» 0 00 00 QO �� HOOK FLANGE, TYP P FIBERGLASS GRATING 0 BOLTED COVER � e 00 0 ®" o 0o e BOLTING DETAIL _ 8" PVC SEE PROFILE FOR NOTE: TYPE G CLIPS SHOWN. ALTERNATIVE METHODS TO SECURE PERFORATED SHEET AND GRATES IN WETWEL 14.03 EL 14.03 L OSF INV EL PLACE SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY ENGINEER. MINIMUM 4 PER GRATE PLAN OR AS RECOMMENDED BY MFR. FINAL ANCHOR CONFIGURATION SHALL FACILITATE REMOVAL FOR 14.03 EL ACCESS AND MINIMIZE POTENTIAL FOR LOST HARDWARE. 1.50 6 - � I A - 38.0 NINV PLAN - 36.01 CLEAR OPENING SIDE VIEW 2316 SSTL HEX BOLTS 12" 60" 12 SECTION A -A 14.03 EL 3 13.75 s% MIN SIDE VIEW FRONT VIEW - FRAME FRONT VIEW - GRATE = o a= #5 @12 EW •13.00 rn a • a (TYP) TYPE M TYPE J TYPE G TYRE f TYPE W o a NOTES: A d C.0 G NOTES: o N N • •• • • • • • • •U o • 'A ° • , .a 1. COMPOSITE SHALL BE TRAFFIC GRADE. O CONTRACTOR SHALL SUBMIT SHOP DRAWINGS WITH FINAL FRP DIVERSION - °'A 4 2. WEIGHT OF COVER SHALL BE 75 LBS. MIN., WEIGHT OF FRAME SHALL BE 65 LBS. GRATE AND FRAME CONFIGURATION FOR REVIEW AND APPROVAL BY ENGINEER. MIN. ACTUAL WEIGHTS SHALL BE +/- 5 PERCENT OF THE MINIMUM. ALTERNATIVE CLIP ASSEMBLIES 12 3. BOLTED COVERS SHALL BE INSTALLED AT ALL NEW REPLACEMENT MANHOLE O DROP-IN 12" SQ. X 1" DEEP x 12" SQ MESH FRP 7' GRATE AS SHOWN. 12' ' LOCATIONS. 4. PROVIDE 6" RIM IF REQUIRED FOR ADJUSTMENT TO GRADE. O3 COUNTERSUNK FOR 4"0 BOLTED CONNECTION WITH SST HARDWARE, U.N.O. 5. THE GAP BETWEEN THE COVER AND THE RING SHALL BE APPROXIMATELY 1/8" - SECTION A AROUND EHCOVERIRS SLD TO ONE SIDE. SHALL NOT BE GREATER THAN 1/4" DIVERSION STRUCTURE GRATING DETAIL O 2" SQ X "'THICK FRP ANCHOR TABS (4 LOCS) N.T.S. ° 6. COMPOSITE COVERS TO BE MACHINE WITH TITUS LOCK, NO EQUAL. o O "'0 POST INSTALLED SST MECHANICAL EXPANSION A.B. W/ 2.5" MIN 7. STORM DRAIN (SANITARY SEWER) COVERS SHALL BE FABRICATED WITH THE LETTER EMBEDMENT OR APPROVED EQUAL INSTALLED PER MFR RECOMMENDATIONS "D" ("S") IN THE CENTER OF THE COVER AS APPLICABLE. N(4 TOT)L ABBREVIATIONS MANHOLE BASE WITH SUMP - DETAIL 5 36" LOCKABLE COMPOSITE MH FRAME & COVER 6 N N.T.S. N.T.S. O 12 X 12>» X 12>» FRP ANGLE (2 EA) A.B. ANCHOR BOLT A.S. AS SHOWN N O 4" THICK X 1"W REMOVABLE FRP CLOSURE PLATE AS SHOWN. BTM BOTTOM C-8279-2 EW EACH WAY ISF INSIDE FACE DIVERSION GRATE DETAILS O JUNCTION STRUCTURE QROFESS �& DETAILS (1) SF J OUTSIDE FACE a n ec �O Q N.T.S. 4A FRP FIBER REINFORCED PLASTIC N R3" 3" RADIUS No. 63132 STIR STRUCTURE OLD NEWPORT BLVD BOX CULVERT DIVERSION SST STAINLESS STEEL UN HE UP RV N OF: * Exp.06/30/20 0 SSTL STAINLESS STEELs 3/2/2020 �-1 CIV�� O��P DESIGNDED /EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S OF C P, W o DA H R.C.E. 63132 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C7 RESTORE LANDSCAPING TO BETTER THAN OR EQUAL TO EXISTING CONDITION. SEE LANDSCAPE SPECIFICATIONS :1111- III-•�:::•::::':•�•.�•,��:•.•••:�::•' =1111-1111==_ IIII :•�. • • •• •:• IIII- QD CLASS A TOPSOIL a N TRENCH :::::::::::::........ BACKFILL NOTES: LANDSCAPED AREAS 1. VERTICAL WALL TRENCH IS SHOWN. COMBINED SLOPING AND VERTICAL WALL TRENCH IS SIMILAR. ADJUST SURFACE WIDTHS AND SAW—CUT LINES FROM EDGE OF SLOPING WALLS. 2. FOR TRENCH BEDDING, BACKFILL, AND COMPACTION REQUIREMENTS NOT SHOWN, SEE ADDITIONAL REQUIREMENTS OF CALTRANS ENCROACHMENT PERMIT (TR -0153) DETAIL 8A HEREON. SURFACE FINISH - LANDSCAPE AREA N.T.S. STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT TRENCH DETAIL TR -0153 (REV. 09/2006) TYPICAL TRENCH DETAIL CLR CLR UW - Width of Utility or Culvert HMA - Hot Mix Asphalt CLR - Clearance between product and trench wall TW - Trench Width CLSM - Controlled Low Strength Material STRUCTURE BACKFILL SHALL CONFORM TO SECTION 19 - 3.06 OF THE STANDARD SPECIFICATIONS SLURRY CEMENT BACKFILL SHALL CONFORM TO SECTION 19 - 3.062 OF THE STANDARD SPECIFICATIONS HMA SHALL CONFORM TO SECTION 39 OF THE STANDARD SPECIFICATIONS ALL METHODS OF COMPACTION SHALL BE BY MECHANICAL MEANS. PONDING, JETTING OR FLOODING SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL CONFORM TO SECTION 26 OF THE STANDARD SPECIFICATIONS WHEN CLSM IS UTILIZED THE MIX DESIGN AND TEST RESULTS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE. ALL WORK SHALL BE AS AUTHORIZED BY THE APPROVED ENCROACHMENT PERMIT PLANS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN THE UW IS > 6" THEN THE MINIMUM CLR SHALL BE 6" COLD PLANING AND RESURFACING OVERLAY SHALL BE PARALLEL TO THE ROADWAY AND TO THE NEAREST LANE LINE FOR THE ENTIRE LENGTH OF THE TRENCH/DISTURBED AREAS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN COLD PLANING IS REQUIRED, THE MINIMUM SHALL BE 0.10' OR AS DIRECTED BY THE STATE'S REPRESENTATIVE TO ACCOMODATE FIELD CONDITIONS. COLD PLANING MAY BE REQUIRED AT THE DIRECTION OF THE STATE'S REPRESENTATIVE TO ACCOMODATE THE PLACEMENT OF STEEL PLATES. WHEN TRENCH PLACEMENT IS WITHIN 4' OF CURB & GUTTER, ADDITIONAL COLD PLANING MAY BE REQUIRED AT THE DISCRETION OF THE STATE'S REPRESENTATIVE. ANY PAVEMENT MARKINGS AND/OR STRIPING REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY THE STATE'S REPRESENTATIVE. A TRACER WIRE SHALL BE PLACED ON TOP OF THE FACILITY, WHEN REQUIRED BY THE STATE'S REPRESENTATIVE. OTHER TRENCH RELATED DETAILS ARE SHOWN IN FIGURE 6.1, CHAPTER 6 OF THE ENCROACHMENT PERMITS MANUAL. A PAINT BINDER (TACK COAT) OF ASPHALTIC EMULSION CONFORMING TO SECTION 39.4.02, PRIME COAT & PAINT BINDER (TACK COAT) SHALL BE FURNISHED AND APPLIED. NEW PAVEMENT BASE SHALL CONSIST OF EITHER CL. II AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. II AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. NEW SUBGRADE SHALL CONSIST OF EITHER CL. II AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. 11 AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. CALTRANS ENCROACHMENT PERMIT TRENCH DETAIL (TR -0153) N.T.S. FA A O O B C Q o DOWN PIPE DIAMETER DROP BOWL TOP VIEW DROP BOWL FRONT VIEW 1'-6"f . 2'-0"f 1'-6"f A DROP BOWL MOUNTS TO WALL WITH RELINER STAINLESS STEEL ANCHOR BOLT ASSEMBLIES HOOD BOLTS TO DROP BOWL WITH INCLUDED STAINLESS STEEL BOLTS INCOMING PIPE Existing Pavement 24" 30" ( Existing HMA Pavement) KtzLINtzK -- Existing Base I Existing Subgrade SIZE New Pavement 36" ( New HMA Pavement) DROP BOWLS match existing + 1" - ( MAX 7" ) 3" WEDGE New Pavement Base OPTIONAL FORCE LINE New Subgrade CLR CLR UW - Width of Utility or Culvert HMA - Hot Mix Asphalt CLR - Clearance between product and trench wall TW - Trench Width CLSM - Controlled Low Strength Material STRUCTURE BACKFILL SHALL CONFORM TO SECTION 19 - 3.06 OF THE STANDARD SPECIFICATIONS SLURRY CEMENT BACKFILL SHALL CONFORM TO SECTION 19 - 3.062 OF THE STANDARD SPECIFICATIONS HMA SHALL CONFORM TO SECTION 39 OF THE STANDARD SPECIFICATIONS ALL METHODS OF COMPACTION SHALL BE BY MECHANICAL MEANS. PONDING, JETTING OR FLOODING SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL CONFORM TO SECTION 26 OF THE STANDARD SPECIFICATIONS WHEN CLSM IS UTILIZED THE MIX DESIGN AND TEST RESULTS SHALL BE SUBMITTED TO THE STATE'S REPRESENTATIVE. ALL WORK SHALL BE AS AUTHORIZED BY THE APPROVED ENCROACHMENT PERMIT PLANS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN THE UW IS > 6" THEN THE MINIMUM CLR SHALL BE 6" COLD PLANING AND RESURFACING OVERLAY SHALL BE PARALLEL TO THE ROADWAY AND TO THE NEAREST LANE LINE FOR THE ENTIRE LENGTH OF THE TRENCH/DISTURBED AREAS, AND/OR AS DIRECTED BY THE STATE'S REPRESENTATIVE. WHEN COLD PLANING IS REQUIRED, THE MINIMUM SHALL BE 0.10' OR AS DIRECTED BY THE STATE'S REPRESENTATIVE TO ACCOMODATE FIELD CONDITIONS. COLD PLANING MAY BE REQUIRED AT THE DIRECTION OF THE STATE'S REPRESENTATIVE TO ACCOMODATE THE PLACEMENT OF STEEL PLATES. WHEN TRENCH PLACEMENT IS WITHIN 4' OF CURB & GUTTER, ADDITIONAL COLD PLANING MAY BE REQUIRED AT THE DISCRETION OF THE STATE'S REPRESENTATIVE. ANY PAVEMENT MARKINGS AND/OR STRIPING REMOVED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY THE STATE'S REPRESENTATIVE. A TRACER WIRE SHALL BE PLACED ON TOP OF THE FACILITY, WHEN REQUIRED BY THE STATE'S REPRESENTATIVE. OTHER TRENCH RELATED DETAILS ARE SHOWN IN FIGURE 6.1, CHAPTER 6 OF THE ENCROACHMENT PERMITS MANUAL. A PAINT BINDER (TACK COAT) OF ASPHALTIC EMULSION CONFORMING TO SECTION 39.4.02, PRIME COAT & PAINT BINDER (TACK COAT) SHALL BE FURNISHED AND APPLIED. NEW PAVEMENT BASE SHALL CONSIST OF EITHER CL. II AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. II AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. NEW SUBGRADE SHALL CONSIST OF EITHER CL. II AGGREGATE BASE, 2 -SACK SLURRY CEMENT, OR CLSM. WHEN TW IS < 24," CL. 11 AGGREGATE BASE IS NOT RECOMMENDED FOR BACKFILL. CALTRANS ENCROACHMENT PERMIT TRENCH DETAIL (TR -0153) N.T.S. FA A O O B C Q o DOWN PIPE DIAMETER DROP BOWL TOP VIEW DROP BOWL FRONT VIEW 1'-6"f . 2'-0"f 1'-6"f A DROP BOWL MOUNTS TO WALL WITH RELINER STAINLESS STEEL ANCHOR BOLT ASSEMBLIES HOOD BOLTS TO DROP BOWL WITH INCLUDED STAINLESS STEEL BOLTS INCOMING PIPE 24/12 12" 24" 16 5" 15 0" 6 1" TAMP IN TYPICAL INSTALLATION 24/15 30/18 DOWN PIPE 24" 30" 19.3" 23.5" KtzLINtzK -- 6 - 6-1"TAMP-IN I AVAILABLE FOR ALL SIZE DROP BOWL 36" DIAMETER DROP BOWLS 8 - 3" WEDGE DROP BOWL SIDE VIEW OPTIONAL FORCE LINE HOOD FLEXIBLE PIPE 30.5" 30.0" 10 - 3" WEDGE COUPLER DROP BOWL SELECTION CHART RELINER STAINLESS — STEEL PIPE SUPPORT DOWN PIPE DIAMETER r— MANHOLE DIAMETER � BRACKET @ 4' SPACING FLAT WALL 4' DIA 5' DIA 6' DIA 7-8' DIA 9-12' DIA MIN. OF 2 PER DROP) 4" A4FDB A4DB A4DB A4R96 A4R96 A4R96 DOWN PIPE 6" A6FDB A6DB A6DB A6R96 A6R96 A6R96 8" B8FDB B8DB B8DB B8DBR84 B8DBR84 B8R144 RELINER STAINLESS 10" B10FDB B10DB B10DB B10R96 B10R96 B10R144 STEEL PIPE SUPPORT 12" 24/12FDB 24/12R60 24/12R60 24/12R60 24/12R96 24/12R144 BRACKET 15" 24/15FDB 24/15R60 24/15R60 24/15R60 24/15R96 24/15R144 BEND AT OUTLET 18" 30/18FDB 30/18R60 30/18R60 30/18R96 30/18R144 21 " 36/21 FDB 36/21 R60 36/21 R144 24" 48/24FDB 48/24R72 48/24R96 48/24R144 DROP BOWL DIMENSIONS MADE IN U.S.A. PIPE DIAMETER U.S. PAT. # 6074130 FDOWN ANCHOR BOLT CANADIAN PAT. # 2269565 SERIES WIDTH "A" DEPTH "B" HEIGHT "C" QUANTITY & TYPE A4 4" 12" 9.5" 8.9" 4 - 1" TAMP -IN A6 6" 12" 11.1" 8.8" 4 - 1" TAMP -IN B8 8" 18" 13.0" 11.5" 4 - 1"TAMP-IN B10 10" 18" 13.5" 11.5" 4 - 1" TAMP -IN 24/12 12" 24" 16 5" 15 0" 6 1" TAMP IN TYPICAL INSTALLATION 24/15 30/18 15" 18" 24" 30" 19.3" 23.5" 15.8" 18.5" 6 - 6-1"TAMP-IN 1" TAMP -IN - Zw 00 o 36/21 21" 36" 31.6" 23.0" 8 - 3" WEDGE RELINER / Dl 48/24 24" 48" 30.5" 30.0" 10 - 3" WEDGE 9Z AAT AI7rwgp Qr)Ar RELINER INSIDE DROP BOWLS ARE FABRICATED IN MARINE GRADE FIBERGLASS AND FINISHED IN BRIGHT WHITE GEL COAT. USE RELINER STAINLESS STEEL PIPE BRACKETS TO SUPPORT DOWN PIPE. EXTERNAL PIPE COUPLER REQUIRED. PROVIDE SWEEP AT DOWN PIPE OUTLET. SEWER DROP MANHOLE DETAIL N.T.S. NOTES 1. CORE DRILL EXISTING MH WALL PER OCSD STANDARD PLAN S-057. 2. ALL PORTIONS OF THE LATERAL SHALL BE MAINTAINED BY THE CITY OF NEWPORT BEACH, INCLUDING THOSE PORTIONS WITHIN THE OCSD MANHOLE. Stantec UNDER-iHEASUP RVISI'ON OF: / �L/z 1 3/2/2020 DA H R.C.E. 63132 DATE O QROFESS/J. p�� a No. 63132 * Exp.06/30/20 1W_ s�gTFOF � I w z 5' r� Q Q PLAN VIEW v DETAIL 1 NO. I DATE I DESCRIPTION OF REVISIONS I I I can can 5'x5' RCB TOP SLAB REMOVAL ACCESS OPEN'G 6" (18EA) #4� DOWELS DRILL & BOND TO EXIST TOP SLAB WHERE OCCURS SECTION A -A Ln (2EA) #40 BAR W/ 24" LAP, TYP (3EA) #40 BAR W/ 24" LAP, TYP i EXIST TRANS & LONGIT REINF BENT UP NOTES 1. IF THERE IS TRANSVERSE REINFORCEMENT IN TOP OF TOP SLAB, BEND DOWN 2. SAWCUT CONCRETE, PROTECT REINFORCEMENT AND CUT REINFORCEMENT TO LENGTH SHOWN 3. ADJUST CIP COLLAR HEIGHT TO MATCH COVER TO GRADE. CUT EXISTING TOP SLAB TRANSVERSE AND LONGITUDINAL REINFORCEMENT AT CL BOX CULVERT. AFTER BENDING UP EXISTING REINFORCEMENT, CUT TO FIT CIP COLLAR. 4. COVER AND SHAFTING TO BE JENSEN PRECAST OR APPROVED EQUAL. 5. DIMENSION OF CIP COLLAR SHALL CONFORM TO FIT PRECAST RISER UNITS. 6. SUBMIT PRECAST COVER AND SHAFTING FOR APPROVAL BY ENGINEER. CONTRACTOR TO VERIFY ACCESS SHAFT DIMENSIONS PRIOR TO CIP COLLAR CONSTRUCTION. LEGEND REMOVAL LIMITS W/ REBAR PROTECTION AS SHOWN 6" (18EA) #4 � DOWELS DRILL & BOND TO EXIST TOP SLAB WHERE OCCURS PRECAST 12" ACCESS SHAFT TYP COLLAR • -EXISTING - Zw 00 o CALTRANS z • RCB Ax RCB ACCESS SHAFT COLLAR DETAIL N.T.S. DESIGNED: DRAWN: DJH/EJW EJW APPROVED CHECKED: DJH DATE: 3/2/20 IT PRECAST ACCESS SHAFT (2EA) #4 Ou BAR W/ • 24" LAP, TYP • (3EA) #40 BAR W/ 24" LAP, TYP •BEND UP EXIST REINF SEE NOTE 3 EXIST REINF VAR. \ 6"'MIN DETAIL 1 SAWCUT LIMITS SEE PLAN VIEW C-8279-2 DETAILS (2) OLD NEWPORT BLVD BOX CULVERT DIVERSION CITY OF NEWPORT BEACH D -5398-S PUBLIC WORKS DEPARTMENT SHEET C,8 CID W Z 15.3/D-21\ 1%" EXISTING FLOW: 29.6 GPM PROPOSED FLOW: 15.3 GPM I I I I ► \ � 1 I EE SCHEMATIC LOCATION OF I I j i/ 1 I 0 1 G SPACE EXISTING VALVE BOX, MAINLINE, CONTROL WIRES, ETC. 1 ► I G� (''� II N a TRISTANIA CONFERTA / BRISBANE BOX r� ► o N I \ 1 MANUF. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF ALL EXISTING W I IC, LLJ DESCRIPTION Z O AC RE NOZZLE RADIUS GPM EQUIPMENT. IF IT IS PATTERN DETAIL O / DETERMINED THAT EXISTING I I 5 POP-UP GROUND COVERS EQUIPMENT MUST BE RENDERED I I ROTATOR NOZZLE 1000 TEMPORARILY INOPERABLE, I I 90 2/1_2 1 CONTRACTOR WILL NOTIFY & I I 570Z-12 PRX COM E 1 COORDINATE WITH PROPERTY OWNER'S REPRESENTATIVE. SEE I I I I II I I I ADDITIONAL NOTES ON THIS I 1 1 1 SHEET RELATIVE TO EXISTING I BODY EQUIPMENT. 1 1 I I I II � _ I I II O HUNTER I 0 MP1000-180MOUNTED ON I _� MP SHRUB ROTATOR I I I I 14' I 40 180 I I I �I TORO I a A TORO 570Z-12 I I I II I II IMI 0 W RK I I I T IRRIGATION PLAN / / / / / I I I I I I I I I I J ' CID 0 CONT SPACE IIoI�t��\\\ QTY DETAIL Co O TRISTANIA CONFERTA / BRISBANE BOX r� \\\ LI IT' F O W MANUF. Z MODEL � LLJ DESCRIPTION Z O N EXISTING IRRIGATION HEAD - ADJUST OR REPLACE THE EXISTING NOZZLE AS NECESSARY TO PREVENT OVER SPRAY ONTO NEW HARDSCAPE IRRIGATION SCHEDULE TREES CODE BOTANICAL / COMMON NAME CONT SPACE IIoI�t��\\\ QTY DETAIL e TB TRISTANIA CONFERTA / BRISBANE BOX 24"BOX \\\ LI IT' F f_K SYMBOL MANUF. CODE MODEL CONT SPACING DESCRIPTION QTY DETAIL AC RE NOZZLE RADIUS GPM PSI PATTERN DETAIL O HUNTER / HUNTER MP1000-90 MOUNTED ON 12" POP-UP GROUND COVERS MP SHRUB ROTATOR NOZZLE 1000 14' 0.21 40 90 2/1_2 MULCH TORO NA A TORO 570Z-12 PRX COM E GREENBOOK TYPE -1. 0-2", 3 THICK LAYER ON ALL DISTURBED AREAS. SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL BODY O HUNTER / HUNTER MP1000-180MOUNTED ON 12" POP-UP MP SHRUB ROTATOR NOZZLE 1000 14' 0.42 40 180 2/1_2 TORO A TORO 570Z-12 PRX COM E BODY HUNTER / HUNTER MP2000-90 MOUNTED ON 12" POP-UP MP SHRUB ROTATOR NOZZLE 2000 20' 0.43 40 90 2/1_2 3O TORO A TORO 570Z-12 PRX COM E BODY ® HUNTER / HUNTER MP2000-180 MOUNTED 12" POP-UP MP SHRUB ROTATOR NOZZLE 2000 19' 0.77 40 180 2/1_2 TORO ON A TORO 570Z-12 PRX COM E BODY 0 HUNTER / HUNTER MP2000-270 MOUNTED 12" POP-UP MP SHRUB ROTATOR NOZZLE 2000 19' 1.10 40 270 2/1_2 TORO ON A TORO 570Z-12 PRX COM E BODY © HUNTER / HUNTER MP2000-360 MOUNTED 12" POP-UP MP SHRUB ROTATOR NOZZLE 2000 19' 1.48 40 360 2/1_2 TORO ON A TORO 570Z-12 PRX COM E BODY O HUNTER / HUNTER MP3000-90 MOUNTED ON 12" POP-UP MP SHRUB ROTATOR NOZZLE 3000 30' 0.86 40 90 2/1_2 TORO A TORO 570Z-12 PRX COM E BODY EXISTING GRISWOLD DW-PRV SERIES REMOTE CONTROL VALVE NEW LATERAL LINE, PVC SCHEDULE 40, SIZE AS SHOWN 1/L2 LANDSCAPE NOTES: 1. CONTRACTOR SHALL REMOVE, AND SALVAGE, OR REPLACE PLANTS AND TREES WITHIN THE CONSTRUCTION IMPACT LIMITS AS SHOWN. 2. CONTRACTOR SHALL MODIFY IRRIGATION SYSTEM AS REQUIRED TO MAINTAIN ADJACENT LANDSCAPING DURING CONSTRUCTION. 3. CONTRACTOR SHALL RE -PLANT AND RE-ESTABLISH ALL PLANTS WITHIN OR IMMEDIATELY ADJACENT TO THE CONSTRUCTION IMPACT LIMITS AS DIRECTED BY THE ENGINEER. 4. CONTRACTOR SHALL REFER TO THE SPECIFICATIONS SECTION 800 AND APPENDIX B - OCSD AS -BUILT PLANS FOR PROJECT NO. 06-17, DISTRICT 6 TRUNK SEWER RELIEF, VOLUME III OF III FOR ADDITIONAL PLANTING AND IRRIGATION REQUIREMENTS AND DETAILS. LANDSCAPE PLANTING NOTE: 1. CONTRACTOR SHALL REPLACE IN KIND (SPECIES SPECIFIC) ANY DAMAGED OR OTHERWISE IMPACTED PLANTS, WHETHER WITHIN OR OUTSIDE OF THE GRADING LIMITS. SEE SCHEDULE FOR SPECIES SIZE AND SPACING. CONTRACTOR SHALL MARK WITH A STAKE ALL TREES FOR APPROVAL BY OWNER PRIOR TO INSTALLATION. SHRUBS AND GROUND COVER AREAS SHALL BE MARKED OUT WITH GYPSUM FOR APPROVAL BY THE OWNER PRIOR TO INSTALLATION. IRRIGATION NOTES: 1. THE LIMITS OF WORK INCLUDE AREAS WHICH HAVE EXISTING IRRIGATION SERVICING THE AREAS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REQUEST AN OBSERVATION WITH THE OWNER. THE CONTRACTOR WILL IDENTIFY AND DOCUMENT (PHOTOS & NOTES) ANY EXISTING DEFICIENCIES IN THE SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A SYSTEM FREE OF DEFICIENCIES UPON THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR DOCUMENTED PREEXISTING DEFICIENCIES. 2. THE EXISTING IRRIGATION SYSTEM AT A MINIMUM INCLUDES IRRIGATION MAINLINES, IRRIGATION CONTROL WIRES, LATERAL LINES AND SPRINKLER HEADS. THE CONTRACTOR SHALL CREATE A TEMPORARY "HIGHLINE" FOR THE MAINLINE AND SPLICE THE CONTROL WIRES SO THAT THERE IS NO DISRUPTION OF SERVICE TO AREAS OUTSIDE OF THE PROJECT LIMITS. LATERALS MAY BE TEMPORARILY CAPPED DURING THE CONSTRUCTION AND THEN REINSTALLED PRIOR TO THE END OF THE PROJECT. 3. ALL WIRE SPLICES SHALL BE DONE USING 3M/DBR WIRE SPLICE KITS. ALL SPLICES SHALL BE LOCATED IN CARSON/BROOKS 10" ROUND, GREEN VALVE BOXES HEAT BRANDED "E". 4. EXISTING VALVES, 1-1/2" PROTECT IN PLACE. 5. REMOVE FROM THE SITE ALL IRRIGATION EQUIPMENT DOWNSTREAM OF THE EXISTING VALVE WHICH IS TO BE PROTECTED AND MAINTAINED IN PLACE. 6. THE IRRIGATION SYSTEM IS SHOWN SCHEMATICALLY FOR PURPOSES OF DRAWING CLARITY. THE CONTRACTOR SHALL EVALUATE THE FIELD CONDITIONS AND CONSIDER THE DESIGNERS INTENT. IF THE INTENT IS NOT CLEAR, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE OWNER'S REPRESENTATIVE TO ALLOW FOR CLARIFICATION. 7. ANY QUANTITIES SHOWN ON THE PLAN ARE FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS TO VERIFY THE COUNTS TO ENSURE THAT THE JOB WILL BE BID TO COVER THE COMPLETE INSTALLATION. 8. EXISTING HEAD LAYOUT SHALL BE MODIFIED TO PREVENT OVERSPRAY ONTO PAVEMENT. MODIFICATIONS MAY INCLUDE, ADDING ADDITIONAL SPRINKLER HEADS, TIGHTENING THE SPACING OF EXISTING HEADS AND CHANGING NOZZLES. MIXING OF HEAD TYPES (FOR INSTANCE MIXING SPRAY HEADS WITH BUBBLERS OR ROTARY HEADS) IS NOT ACCEPTABLE. THE MODIFIED SPRINKLER LAYOUT SHALL NOT DECREASE THE DISTRIBUTION OF UNIFORMITY RELATIVE TO THE EXISTING SYSTEM. VALVE CALLOUT VALVE NUMBER # # VALVE FLOW #" VALVE SIZE NOTE: ANY AREAS DISTURBED OR OTHERWISE DAMAGED AS A RESULT OF CONSTRUCTION EVEN IF NOT IDENTIFIED ON THIS PLAN SHALL BE RETURNED TO THE PRE -CONSTRUCTION CONDITION AT THE CONTRACTOR'S EXPENSE. / �/ / / / ' I I ► i I ( /� II ►1 �I /1 N I ; , II / I ► 1 (�1 O j I II I --' L MIT 07 WO K I I I U) I I I I I I I w I I I L D J CIO F— O IZ W Z O PLANT SCHEDULE TREES CODE BOTANICAL / COMMON NAME CONT SPACE IIoI�t��\\\ QTY DETAIL e TB TRISTANIA CONFERTA / BRISBANE BOX 24"BOX \\\ LI IT' F f_K 3/1_2 SHRUBS CODE BOTANICAL / COMMON NAME CONT SPACING ZONE* QTY --' L MIT 07 WO K I I I U) I I I I I I I w I I I L D J CIO F— O IZ W Z O PLANT SCHEDULE TREES CODE BOTANICAL / COMMON NAME CONT SPACE ZONE* QTY DETAIL e TB TRISTANIA CONFERTA / BRISBANE BOX 24"BOX AS SHOWN L/0.3 1 3/1_2 SHRUBS CODE BOTANICAL / COMMON NAME CONT SPACING ZONE* QTY DETAIL AC RE ACACIA REDOLENS `DESERT CARPET' / DESERT CARPET BANK CATCLAW 5 GAL 6' 0. C. L/0.3 8 5/1_2 CA MA CARISSA MACROCARPA `GREEN CARPET` / GREEN CARPET NATAL PLUM 5 GAL 3' 0. C. L/0.3 28 5/1_2 GROUND COVERS CODE BOTANICAL / COMMON NAME CONT SPACE ZONE* QTY DETAIL MU MULCH MULCH NA NA 645 SF GREENBOOK TYPE -1. 0-2", 3 THICK LAYER ON ALL DISTURBED AREAS. SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL REFERENCE NOTES SCHEDULE 02 NEW CONSTRUCTION ELEMENTS SYMBOL DESCRIPTION QTY DETAIL 02-01 ROOT BARRIER (TYP.) - DEEP ROOT MODEL UB 24-2 (415) 20 LF 4/1_2 434-3072 GRAPHIC SCALE 10 0 10 20 ( IN FEET ) 1 inch 10 ft. .1 02x WIDTH OFO ROOTBALL SECTION SLOPE PLANTING SCALE:NTS ur A. O1 FINISHED GRADE- 2:1 MAX. O SHRUB OR TREE O LINE OF SLOPE ® SET ROOTBALL 1" ABOVE BACKFILL. 05 MULCH - SEE PLANTING SCHEDULE FOR TYPE AND DEPTH. © COMPACTED EARTH BERM OPTIONAL WITH DRIP IRRIGATION O PREPARED BACKFILL MIX TREE OR SHRUB INSTALLATION 329333.13-11 Stantec 3/2/2020 -.A. 4053 DATE c 1 SECTION TREE OR SHRUB PLANTING SCALE:NTS 6' RADIUS UNLESS NOTED OTHERWISE 1\ PLAN ROOT BARRIER - 6' CLEAR SCALE:NTS 2" MIN ELOW 'LANT IOLE NOTES: 1. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING AGAINST THE STAKE. 2. REMOVE ALL NURSERY TRAINING STAKES. 3. CUT LODGEPOLES 6" BELOW CANOPY. 4. INSTALL 4" MIN. THICK MULCH LAYER WITHIN BASIN 5. FOR DOUBLE STAKE, SET STAKES PERPENDICULAR TO PREVAILING WIND DIRECTION. 5 6. FOR PLANT INSTALLATION, SEE DETAIL L2 re�l No. 4053 S A. Stevens Cook II EXP. 10 31-21 TREE STAKING SCALE:NTS O1 SHRUB OR TREE 0 ROOTBALL - SET 2" ABOVE BACKFILL 03 TEMPORARY COMPACTED EARTH BERM; OMIT IN TURF AREAS. SEE NOTE 2. ® PREPARED BACKFILL MIX 05 FINISH GRADE © DEEPROOT ARBOR GUARD IN TURF AREAS 07 MULCH - SEE PLANTING SCHEDULE FOR TYPE AND DEPTH NOTES: 1. SEE SPECIFICATIONS FOR BACKFILL MIX. 2. COMPACTED EARTH BERM SHALL BE RAKED SMOOTH AFTER INITIAL DEEP IRRIGATION. 3. FOR PLANTING ON SLOPE SEE SLOPE PLANTING DETAIL. 6 L2 329333.13-01 01 TREE TRUNK 02 ROOT BARRIER - SEE SCHEDULE FOR MAKE AND MODEL. 03 HARDSCAPE- INCLUDES, BUT IS NOT LIMITED TO: SIDEWALKS, DRIVEWAYS, WALLS, MOW STRIPS, D.G. PATHS, ETC. NOTES: 1. IF THE TREE IS WITHIN 6' OF HARDSCAPE A BARRIER SHALL BE USED. 2. THE ROOT BARRIER SHALL IN NO CASE COMPLETELY SURROUND THE ROOTBALL. 3. SEE SPECIFICATIONS OR PLAN FOR MFG. AND MODEL. 329456-01 TREE TRUNK (TYP.) STAKE (TYP.) PREVAILING WIND SINGLE STAKE (15 GAL) EQ. o --6-o EQ. DOUBLE STAKE (24" BOX) �Q. EQ. EQ. TRIPLE STAKE OR GUY (36" BOX OR GREATER) PLANS O1 TREE 02 LODGEPOLE PINE STAKE - LENGTH AS REQUIRED 0 ADD 1 " X 4" CROSSBRACE ® MIN. (2) 18" TO 24" 'CINCH' TIES OR EQUAL PER STAKE - ATTACHED WITH GALVANIZED NAILS TO STAKE 05 ROOTBALL © ROOT WATERING SYSTEM (IF SHOWN OR SPECIFIED) 07 PREPARED BACKFILL MIX ® TREE FEEDER/AERATOR/DEWATERING TUBE (IF SHOWN OR SPECIFIED) NO. DATE DESCRIPTION OF REVISIONS 329343.19-15 DESIGNED: DJH APPROVED CHECKED: 12' SECTION/ELEVATION O1 FINISHED GRADE 02 POP-UP SPRINKLER BODY SEE IRRIGATION LEGEND FOR MODEL 03 MANUFACTURED SWING JOINT ASSEMBLY ® PVC TEE (FPTxSLIP) 05 PVC LATERAL PIPE NOTES: 1. ALL FITTINGS SHALL BE SCH. 40 PVC. ALL NIPPLES SHALL BE SCH. 80. 2. CLOSE NIPPLES (1") SHALL NOT BE USED. 3. INSTALL PVC ELLS SO AS TO TIGHTEN WITH DOWNWARD THRUST. 4. TEFLON TAPE SHALL BE USED AT ALL THREADED CONNECTIONS FROM THE PVC LATERAL TO THE BASE OF THE HEAD. 5. HEADS SHALL BE INSTALLED 6" MINIMUM DISTANCE FROM ALL HARDSCAPE. IRRIGATION HEAD - POP UP SCALE:NTS . bla O � O -I SECTION SECTION TYP. SECTION 12 ni nni Xnrnel n i�Trr. 328403.26-09 0 LATERAL (TYP.) 0 MAINLINE (TYP.)- IF RUNNING PARALLEL TO SIDEWALK, MAINLINE SHALL BE CLOSEST PIPE TO SIDEWALK. 03 LV. WIRING ® LV. WIRING IN CONDUIT 05 FINISH GRADE © A.C. PAVING 07 BASE MATERIAL ® SALVAGED EXCAVATED FILL COMPACTED TO ORIGINAL DENSITY O9 INITIAL SAND BACKFILL REQUIRED IN TRENCHES WITH ROCKY TERRAIN AND UNDER PAVEMENT (TYPICAL ALL SITUATIONS). LAY PIPE ON 2" SAND BED. SAND TO EXTEND 6" ABOVE SHALLOWEST PIPE. 10 `ALARM TAPE'- CHRISTY'S OR APPROVED EQUAL. SEE NOTE 4. 11 PIPE SLEEVE 2X LINE SIZE 1 PIPE PER SLEEVE, WIRE CAN SHARE SLEEVE O ALL PVC PIPE TO BE SNAKED IN TRENCH AS SHOWN 1. 6" MIN. CLR. BETWEEN ALL PIPES. 2. SAND ENCASEMENT SHALL BE PLASTER OR MORTAR SAND. 3. SNAKE ALL PIPE AND WIRING IN TRENCH. 4. USE BLUE TAPE FOR POTABLE/DOMESTIC WATER AND PURPLE FOR RECYCLED WATER. 5. WIRING: TAPE AND BUNDLE WIRING AT 10'-0" INTERVALS. COMMON TRENCHING OF IRRIGATION PIPE AND REMOTE CONTROL VALVE WIRING TO BE DONE WHEREVER POSSIBLE (INSTALL TRACE WIRE ALONG ALL MAINLINE PIPE THAT DOES NOT HAVE CONTROL WIRES ADJACENT TO PIPE). 6. THERE SHALL BE A 10' MIN. SEPARATION BETWEEN POTABLE AND RECYCLED PRESSURIZED MAINLINES RUNNING PARALLEL. PIPE TRENCH FOR LATERAL AND MAINLINE SCALE:NTS 328409.76-03 C-8279-2 LANDSCAPE DETAILS OLD NEWPORT BLVD BOX CULVERT DIVERSION EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S DATE: PUBLIC WORKS DEPARTMENT SHEET DJH 3/2/20 L2 N w a 0 O Q cr W S, m a N �3 6i 'R op 0 N W N J M H m� Z O I W jZ m F� ck:m O , 0 W U Z � T � O U m� I � v U � 5 � U O v. U C C.3 z � a E �IL J a > E U � c� In 5 Lr_ N d p � o a� < N CO 00 0 0 ui Of g opo D = v U O O < $ to 0� o � I 4-r �9 § E3 C-4 g N � J � Q N 0� o a d 0 i z o i ~ N O O, j�LO� N M O N O cQ c� Y o / N N Oj 0 0 N N \ j N / o GENERAL NOTE: 1. NEW CONDUIT ROUTINGS SHOWN ARE DIAGRAMATIC, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL EXISTING AND NEW UNDERGROUND UTILITIES AND FIND THE BEST AND SHORTEST ROUTING FOR ALL CONDUIT RUNS IN THE FIELD. 2. ALL THE PRODUCTS AND INSTALLATION METHODS SHALL COMPLY WITH THE 2018 VERSION OF CALTRANS SPECIFICATIONS AND STANDARD DRAWINGS. 3. ALL UNDERGROUD CONDUITS TO BE PVC SCHEDULE 40. WHERE EXPOSED TO THE ELEMENTS USE PVC SCHEDULE 80. FLAG NOTES: 1/3 HP PUMP (BY GRUNDFOS OR APPROVED EQUAL), 120V, 1 -PHASE, 60HZ, 4.9 FLA, LOCATED IN DIVERSION VAULT. COORDINATE WITH CIVIL PLANS FOR EXACT LOCATION. PROVIDE FINAL CONNECTIONS AS RECOMMENDED BY MANUFACTURER. CONTROL PANEL(MODEL 112, BY SJE RHOMBUS) WITH NEMA 1 ENCLOSURE, INSTALL INSIDE WEATHERPROOF POWER CABINET MODEL (MYERS #MEUGIUX-ENC), COORDINATE WITH CIVIL PLANS FOR EXACT LOCATION. 120V, 1 PHASE POWER FOR FLOATS (TOTAL 2), PROVIDED FROM THE CONTROL PANEL. PROVIDE FINAL CONNECTIONS AS RECOMMENDED BY MANUFACTURER. ® PROVIDE 240V WITH NEW (3)#8 + (1)#10G IN EXISTING CONDUIT FROM EXISTING SITE POWER CABINET (NEUTRAL WIRE IS INCLUDED FOR 120V AVAILABILITY). REFER TO CIVIL SHEET C2 FOR EXACT LOCATION OF CABINET. EXISTING LIGHTING HANDHOLE. SPLICE NEW WIRING AND EXTEND TO CONTROL PANEL AS INDICATED. SEE SHEET C2 FOR LOCATION. © PROVIDE J -BOX FOR WIRE SPLICE TO CONTROL PANEL, 120V SCADA EQUIPMENT AND OTHER EQUIPMENT WITH A TOTAL LOAD NOT TO EXCEED 30 AMPS. PROVIDE 120V GFCI RECEPTACLE IN ELECTRICAL CABINET. ® POSITION SWITCH FOR PLUG VALVE, PROVIDED BY VALVE MANUFACTURE.2#14 AWG IN 1-1/4"CONDUIT, CONNECT TO SCADA CONTROL PANEL. (2)1-1/4" CONDUIT FOR POWER AND CONTROL FOR PUMP AND TRANSDUCERS. REFER TO E2 FOR MORE INFORMATION. (2)1-1/4" CONDUITS TO PROVIDE POWER AND CONTROL TO THE FLOW METER. 11 (2)1-1/4" CONDUITS TO PROVIDE POWER AND CONTROL TO THE RAIN GAUGE. ABBREVIATIONS V) 1 Y� J ELECTRICAL SYMBOLS CONTROLLER— TERMINAL STRIP CONDUIT W/ (6) CONDUCTORS 120 VAC ON LEVEL PUMP LEVEL CONTROLLER * * 0 ON ALARM RESET HOA oQ O Q -a TETHER POINT �� O ro OFF LEVEL NOTES: O IN LIEU OF AN INDIVIDUAL TURN—ON FLOAT AND TURN—OFF FLOAT A SINGLE WIDE ANGLE PUMP DOWN FLOAT IS IMPLEMENTED O2 PUMP TURN ON LEVEL IS SET TO 30 INCHES FROM DIVERSION STRUCTURE FLOOR. PUMP TURN OFF LEVEL IS SET TO 9 INCHES FROM DIVERSION STRUCTURE FLOOR. O3 WIDE ANGLE FLOAT HAS A 10.5 INCH TETHER LENGTH AND IS TETHERED 19.5 INCHES FROM THE DIVERSION STRUCTURE FLOOR. REFER TO CIVIL PROFILE FOR DETAILS O4 HIGH ALARM FLOAT IS A NARROW ANGLE FLOAT WITH NORMALLY CLOSED CONTACT (PUMP—UP TYPE). REFER TO CIVIL PROFILE FOR DETAILS O5 PUMP CONTROL STRATEGY: • PUMP TURNS ON WHEN FLOAT REACHES HI LEVEL = 30 INCHES • PUMP THEN CONTINUES TO RUN UNTIL FLOAT FALLS TO LOW LEVEL = 9 INCHES. • PUMP WILL STOP AND INHIBIT FROM RUNNING IF THE LEVEL REACHES THE HIGH ALARM FLOAT ALL FLOAT TIEDOWNS AND HARDWARE SHALL BE MADE OF STAINLESS STEEL. DIVERSION WET WELL DETAIL N.T.S. ABV ABOVE J -BOX JUNCTION BOX �«}F RACEWAY CONCEALED IN CEILING OR WALL. HASH MARKS ACH ABOVE COUNTER HEIGHT MH MANHOLE INDICATE NUMBER OF WIRES. #12 AWG WIRE UNLESS OTHERWISE AFF ABOVE FINISHED FLOOR MTD MOUNTED NOTED. EXPOSED RACEWAY IS ALLOWED ONLY WHERE NOTED. AG ABOVE GRADE MW MICROWAVE HOT (SHORT HASH MARK) A,AMP AMPERE N NEUTRAL ATS AUTOMATIC TRANSFER NIC NOT IN CONTRACT f NEUTRAL (LONG HASH MARK) SWITCH OPER OPERATER/OPERABLE ------ GROUND WIRE (JOGGED HASH MARK) AWG AMERICAN WIRE GAUGE OPOI OWNER PROVIDED OWNER EXISTING RACEWAY (IF HASH MARKS ARE SHOWN, PULL NEW CB CIRCUIT BREAKER INSTALLED CONDUCTORS) CKT CIRCUIT PB PULLBOX - - - - - RACEWAY BELOW SLAB OR UNDERGROUND CLG CEILING PNL PANEL, PANELBOARD CM CEILING MOUNTED POS POSITION/POINT OF SALE � RACEWAY UP C CONDUIT RECEPT RECEPTACLE RACEWAY DOWN A CO CONDUIT ONLY SPECS SPECIFICATIONS CTRL CONTROL RACEWAY STUB -OUT WITH BUSHING SW SWITCH DED DEDICATED SWBD SWITCHBOARD CIRCUIT CONTINUATION GRAPHIC SCALE FBOIC FURNISHED BY OTHERS, TELECOM TELECOMMUNICATIONS 4 0 4 12 INSTALLED BY —� HOME RUN TO PANEL OR LOCATION NOTED TGB TELECOMMUNICATIONS CONTRACTOR GROUNDING BUSBAR OE] JUNCTION BOX " FLA FULL LOAD AMP TYP TYPICAL = SCALE: 1 4' G,GND GROUND PB PULL BOX UG UNDER GROUND GFI,GFCI GROUND FAULT CIRCUIT LION UNLESS OTHERWISE NOTED INTERRUPTER WP WEATHERPROOF HH HAND HOLE XFMR TRANSFORMER HP HORSEPOWER 0 PHASE C-8279-2 QOFESS/ONq StantecERI cs` F� � QP 02 G Lu NO. 11219 m exp.06/30/2021 UNDER THE SUPERVISION OF. J/ FCTR�G �P 2/28/2020 T9rF OF CAL \� PAUL K ERICSON DATE NO. I DATE I DESCRIPTION OF REVISIONS ELECTRICAL PLAN OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNED: GRM DRAWN: GRM CITY OF NEWPORT BEACH D -5398-S APPROVED CHECKED: PKE DATE: 2/28/20 PUBLIC WORKS DEPARTMENT SHEET El I I (E) 60"0 I I I LINED I I I II II MANHOLE I I II II II II I II II � I SCADA EQUIPMENT 2A TOTAL 10A N W O_ O J V) O Q W 57,m Q cm N 3 rn m o ZO CD I N N 00 N 0) m H m� M O 1 C14Z m h— o- m O 6J W U Z / T � O U � pp M C I v U � 5 O U U � C c.3 1 a E N ILJ � a U E rn c� 5 0' m —I N O � O_ Q N co z o O ug Of x_00 D = v U O O < $ to 00 / o � I 4-r 00 E3 C-4 g N � J � Q N 0 / o a o_ 0 o- i •�z o_ i ~ N O of o- jLo N M O N O_ O � Q G7 Y O j N N Oj 0 0 r N N j N / o F I I (E) 5'X5' I RCB GROUND WATER o LEVEL = t 15 FLAG NOTES: 2TE2 (2)1-1/4" CONDUITS TO PROVIDE POWER FOR AND CONTROLS TO THE FLOW METER. --- - - - - ---------- - - - - - ' I i (2)1-1/4"C. FOR POWER AND J 1 CONTROLS. REFER TO CONTROL PANEL 2 MANUFACTURER'S REQUIREMENTS. I REMOVABLE 17.35 TRASH GRATE OFF FLOAT 16.00 TG 12.50 EL . 12.00 EL . PROVIDE PLUGGER BOX FOR POWER TO SUMP PUMP AND FLOATS. PROVIDE WIRING AS RECOMMENDED BY MANUFACTURER. COORDINATE PROPER LOCATION IN FIELD. CABLES FOR PUMP AND FLOATS. INSTALL AS DIRECTED IN MANUFACTURER'S INSTALLATION SPECS AND DETAILS. SUMP PUMP SYSTEM SECTION E2 SCALE: NTS EQUIPMENT AMPS 1. PUMP 4.9A 2. CONTROL PANEL 2A 3. FLOAT VALVES (TOTAL OF 2, FED FROM CONTROL PANEL) 0.5A (EACH) SCADA EQUIPMENT 2A TOTAL 10A PANEL 'XI EXISTING EXISTING PULLBOX EXISTING FEEDER TO EXISTING UTILITY NEW FEEDER IN EXISTING CONDUIT. REFER TO SITE PLAN ON E1 FOR MORE INFORMATION. FLAG NOTE: PROVIDE NEW 30A-2POLE BREAKER IN EXISTING POWER CABINET TO PROVIDE A 240V FEED. RELOCATE ONE OF THE 20A-1POLE BEAKERS TO MAKE SPACE AVAILABLE FOR THE NEW 30A-2POLE BREAKER. TO PUMP CONTROL PANEL/SCADA CABINET PUMP RAIN GAUGE PLUG VALE FLOW METER PUMP/(2) FLOAT �m� (E) 5'X5' I I RCB I I 1 MYERS CABINET MODEL#: MEUGI—ENC (57"Hx24"Wx19"D) PUMP CONTROL PANEL, REFER TO APPENDIX "C" FOR MORE INFORMATION. (SEE I SHEETS) J—BOX FOR POWER TO PUMP CONTROL PANEL AND SCADA EQUIPMENT GFCI RECEPTACLE PROVIDE FLANGE BRACING TO POWER SOURCE SPARE CONDUIT GENERAL NOTES: LOW PROFILE WEATHERPROOF ANTENNA LIGHTING FOR GENERAL ALARM AND VALVE POSITION SCADA EQUIPMENT (BY OTHERS) (13.5"Hx12"Wx6.5"D) REFER TO APPENDIX "F" FOR MORE INFORMATION CELL MODEM TO EQUIPMENT CONTRACTOR SHALL COORDINATE WITH SCADA VENDOR FOR SCADA DETAILS AND INSTALLATION INSTRUCTIONS. i22 TYPICAL CABINET AND EQUIPMENT MOUNTING DETAIL E2 SCALE: NONE 1 adw ti PnLm 3 POWER LOADS AND PARTIAL SINGLE LINE DIAGRAM EXISTING SITE POWER CABINET E2 SCALE: NONE E2 SCALE: NTS C-8279-2 0 N O N Q 4 0 m co ❑ 0 a co a) INSTRUMENTATION CALL - OUT CONTROL FUNCTION INSTRUMENT ID XXX a NUMERIC LOOP NUMBER b (MAY INCLUDE ALPHA UFFIX) - SEE TAG SCHEMA INSTRUMENT SYMBOL INSTRUMENT SYMBOLS XXX(:: XXXXX a FIELD MOUNTED a FIELD MOUNTED b INSTRUMENT b SHARED DISPLAY/CONTROL XXX XXX a FRONT OF PANEL a CONTROL SYSTEM b INSTRUMENT b SHARED DISPLAY/CONTROL (ACCESSIBLE VIA OI / HMI) xxx xxx a a CONTROL SYSTEM MOUINSTRUMENT SHARED DISPLAY/CONTROL b WITHIN PANEL b (ACCESSIBLE FROM WITHIN PANEL) XXX XXX CF:M ❑2 :1SINGL-E4N_7RU�W Wk%MULTIPLE FUNCTIONS GENERIC SOFTWARE INTERLOCK/ CONTROL LOGIC ❑ ❑❑ INO-RMALLY ACCESSIBLE TO OPERATOR) GENERIC SOFTWARE INTERLOCK/ CONTROL LOGIC ❑ ❑❑ JOFFERATrORCI GESSIBLE) I❑ ❑❑ �E�ff�EF"ff LOGIC DATA ROUTING ARROW �o o—► ON -PAGE LOGIC LINK REFERENCE CR CONTROL RELAY S LIGHTNING SURGE ARRESTOR AA a INSTRUMENT IDENTIFICATION / TAG NUMBER (SEE MODIFIED ISA TABLE FOR MORE INFO) b INSTRUMENT LOOP NUMBER XXX CONTROL FUNCTION XXXV PRIMARY ELECTRICAL POWER (e.g. 24VDC, 120VAC, 220VAC, 480VAC) NOTE1: IF INSTRUMENT POWER NOT INDICATED, REFER TO INSTRUMENT SCHEDULE FOR CONFIRMATION. * REFER TO SPEC SECTION 409300 (PROJECT CONTROL PHILOSOPHY) FOR DETAILS. CONTROL FUNCTION DESIGNATIONS AHC AUTO/HOLD/CLOSE OLH OFF / LOW / HIGH AM AUTO / MANUAL O/O ON/OFF AS AIR SUPPLY O/R OVERRIDE BEAR BEARING OOR OUT OF RANGE CLSD CLOSED OSC OPEN/STOP/CLOSE CV CONTROL VARIABLE PID PROPORTIONAL / INTEGRAL / DERIVATIVE DEV DEVIATION POT POTENTIOMETER E -STOP EMERGENCY STOP PV PROCESS VARIABLE ETM ELAPSED TIME METER RDY READY FOR FORWARD/OFF/ REVERSE R/L RAISE / LOWER HML HIGH / MID / LOW RSL RAISE / STOP / LOWER HOA HAND/OFF/AUTO RST RESET HOR HAND / OFF / REMOTE RTD RESISTANCE LEAK TEMPERATURE DETECTOR MOISTURE INTRUSION LOR SD SHUTDOWN LOCAL / OFF / REMOTE L/R SEL SELECT LOCAL / REMOTE LSR SP SET POINT LOCAL/STOP/REMOTE MOA S/R START/RESET MANUAL/OFF/AUTO MN S/S START/STOP MAINTENANCE NORMAL O/C STIR START OPEN/CLOSE OCA STP STOP OPEN/CLOSE/AUTO OL TMR TIMER OVERLOAD WIND WINDING NOTE: 1. REFER TO DRAWING GI -2 FOR ANALYTICAL INSTRUMENT DESIGNATIONS. INSTRUMENT SYMBOLS - CONT COMPUTING OR CONVERTING FUNCTIONS 11 COMPUTING 0 SUMMING ❑D DERIVATIVE X" EXPONENTIAL MULTIPLYING % AVERAGING 0 BIAS 0 DIVIDING 0 RATIO ® HIGH LIMITING SQ ROOT EXTRACTION ❑0 DIFFERENCE ® LOW LIMITING © PROPORTIONAL HIGH SELECTING © LINEARIZER 0 INTEGRAL © LOW SELECTING 17 CONVERTING E VOLTAGE R RESISTANCE (ELECT) A ANALOG I CURRENT D DIGITAL B BINARY P PNEUMATIC H HYDRAULIC PLC / REMOTE 1/0 POINTS ANALOG DISCRETE DATA SIGNAL DATA SIGNAL INPUT INPUT ANALOG DISCRETE INPUT INPUT ANALOG DISCRETE DATA SIGNAL DATA SIGNAL OUTPUT OUTPUT ANALOG DISCRETE OUTPUT OUTPUT * FIELD NETWORK INTERFACE. SEE SPECIFICATION FOR MORE INFORMATION INSTRUMENTATION LINE SYMBOLOGY NEW WORK (UNSCREENED) EXISTING (SCREENED) EXISTING TO BE DEMOLISHED - - - - - - - FUTURE EQUIPMENT (DASH) C - - - - - ] VENDOR SKID LIMIT INSTRUMENT LINE DEFINITIONS (UNLESS SPECIFICALLY NOTED OTHERWISE PER DRAWING LEGEND) —o—o— DATA LINK OR SYSTEM BUS BETWEEN DEVICES -- \--- \--- \--- \-- ELECTRIC (PULSE SIGNAL) - - - - - - ELECTRICAL SIGNAL ULTRASONIC SIGNAL HYDRAULIC SIGNAL MECHANICAL LINK -��Al PNEUMATIC SIGNAL PROCESS AS AIR SUPPLY COMMUNICATION LINE DEFINITIONS (UNLESS SPECIFICALLY NOTED OTHERWISE PER DRAWING LEGEND) -- - - - -- UTP (CAT 5e OR CAT 6 AS NOTED) - P P PROFIBUS - F F — FOUNDATION FIELD BUS - M M — MODBUS (RS485) ----------- SINGLE MODE FIBER MULTIMODE FIBER VENDOR SIGNAL CABLE - D D — DEVICENET (THIN - DROP) D D — DEVICENET (THICK - TRUNK) SIGNAL AND PROCESS OFF -PAGE CONNECTORS PROCESS OR LOGIC CONNECTION I-02 (A) TO DRAWING 1-02 PROCESS OR LOGIC CONNECTION I-02 (A) 0-0-0— FROM DRAWING 1-02 PROCESS OR LOGIC CONNECTION 1-02 (A) TO/FROM DRAWING 1-02 PROCESS OR LOGIC CONNECTION CONTINUES TO UNREPRESENTED DRAWING NOTE: REFER TO INSTRUMENTATION LINE SYMBOLOGY FOR PROCESS AND LOGIC LINESTYLE DEFINITION. ISA TABLE (MODIFIED) TYPICAL INSTRUMENT & CONTROL VALVE TAGGING FIRST WIND LETTER TIC 0 11 CLARIFYING ABBREVIATION SUCCEEDING LETTER(S) TYPICAL INSTRUMENT & CONTROL VALVE TAGGING 6640 -TIC -06114B- INSTRUMENT SCHEDULE (FULL TAG) TIC -06114B- P&ID (PARTIAL TAG) 6640 ----- PLANT ID TIC- - - - INSTRUMENT/ VALVE ID 06114- - TAG NUMBER B - SUFFIX SHEET NUMBER TAG FORMAT 6640-1-1-A- - SHEET SCHEDULE (FULL TAG) 1-1 - - - P&ID BORDER (PARTIAL TAG) 6640- - - - PLANT ID I- - - DISCIPLINE CODE 1- - - SHEET NUMBER A- - REVISION Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 TAG SCHEMA TYPICAL EQUIPMENT TAG FORMAT TYPICAL EQUIPMENT TAG FORMAT 6640 -P -06114B - EQUIPMENT SCHEDULE (FULL TAG) P -06114B - P&ID (PARTIAL TAG) 6640----- PLANT ID P - - - - EQUIPMENT ID 06114- - TAG NUMBER B - SUFFIX EQUIPMENT SKID TAG FORMAT 6640-X-017 - - SKID TAG 6640 - - - - PLANT ID X- - - SKID 017- - SKID NUMBER QROFESS/0 W IL Cods F� aP O� z CD N0. CS 7213 9- 0 22 F OF CAS �F TYPICAL VALVE TAG / SPEC FORMAT VB -06114B - VALVE TAG TYPICAL MANUAL VALVE TAG FORMAT 6640 -VB -06114B - MANUAL VALVE SCHEDULE (FULL TAG) VB -06114B - P&ID (PARTIAL TAG) 6640- - - - - PLANT ID VB- - - - VALVE 06114 - TAG NUMBER B- SUFFIX TIE-IN POINT TAG FORMAT 6640 -TP -0123 - SPECIFICATION NUMBER 6640 - - - - PLANT ID TP - - - TIE-IN POINT 0123 - TAG NUMBER DATE NO. DATE DESCRIPTION OF REVISIONS FIRST LETTER ATM SUCCEEDING LETTER(S) NO MEASURED OR INITIATING VARIABLE MODIFIER AUTO TRANSFER CONTROLLER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS OPERATOR INTERFACE CP ALARM TERMINAL B BURNER, COMBUSTION PC PERSONAL COMPUTER DOL DIRECT ONLINE STARTER PLC C CONDUCTIVITY FAIL CLOSED CONTROLLER CONTROL CLOSED D DENSITY DIFFERENTIAL FIBER OPTIC TRANSCEIVER NETWORK FVNR E VOLTAGE POWER DISTRIBUTION UNIT SENSOR (PRIMARY ELEMENT) RIO REMOTE I/O F FLOW RATE RATIO (FRACTION) REDUCED VOLTAGE SOLID - LC LOCKED CLOSED FORWARD G LCP LOCAL CONTROL PANEL RTU GAUGE, GLASS, VIEWING DEVICE LCS LOCAL CONTROL STATION H HAND LO LOCKED OPEN SSM SOLID STATE METER HIGH I CURRENT (ELECTRICAL) SHIELDED TWISTED PAIR MCC INDICATE TC THERMOCOUPLE J POWER SCAN UNINTERRUPTABLE POWER MMF MULTIMODE FIBER K TIME, TIME SCHEDULE TIME RATE OF CHANGE UTP UNSHIELDED TWISTED PAIR CONTROL STATION MOTOR L LEVEL N/A NOT APPLICABLE LIGHT VARIABLE FREQUENCY DRIVE LOW M MOISTURE MOMENTARY NIC NOT IN CONTRACT MIDDLE, INTERMEDIATE N TORQUE ISOLATE ISOLATOR O ORIFICE, RESTRICTION OPEN P PRESSURE, VACUUM POINT (TEST) CONNECTION Q QUANTITY INTEGRATE, TOTALIZE R RADIATION RECORD REVERSE S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECHANICAL ANALYSIS VALVE, DAMPER, LOUVER W WEIGHT, FORCE WELL X INTRUSION X AXIS Y EVENT, STATE, OR PRESENCE Y AXIS COMPUTE, CONVERT Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, FINAL CONTROL ELEMENT TYPICAL INSTRUMENT & CONTROL VALVE TAGGING FIRST WIND LETTER TIC 0 11 CLARIFYING ABBREVIATION SUCCEEDING LETTER(S) TYPICAL INSTRUMENT & CONTROL VALVE TAGGING 6640 -TIC -06114B- INSTRUMENT SCHEDULE (FULL TAG) TIC -06114B- P&ID (PARTIAL TAG) 6640 ----- PLANT ID TIC- - - - INSTRUMENT/ VALVE ID 06114- - TAG NUMBER B - SUFFIX SHEET NUMBER TAG FORMAT 6640-1-1-A- - SHEET SCHEDULE (FULL TAG) 1-1 - - - P&ID BORDER (PARTIAL TAG) 6640- - - - PLANT ID I- - - DISCIPLINE CODE 1- - - SHEET NUMBER A- - REVISION Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 TAG SCHEMA TYPICAL EQUIPMENT TAG FORMAT TYPICAL EQUIPMENT TAG FORMAT 6640 -P -06114B - EQUIPMENT SCHEDULE (FULL TAG) P -06114B - P&ID (PARTIAL TAG) 6640----- PLANT ID P - - - - EQUIPMENT ID 06114- - TAG NUMBER B - SUFFIX EQUIPMENT SKID TAG FORMAT 6640-X-017 - - SKID TAG 6640 - - - - PLANT ID X- - - SKID 017- - SKID NUMBER QROFESS/0 W IL Cods F� aP O� z CD N0. CS 7213 9- 0 22 F OF CAS �F TYPICAL VALVE TAG / SPEC FORMAT VB -06114B - VALVE TAG TYPICAL MANUAL VALVE TAG FORMAT 6640 -VB -06114B - MANUAL VALVE SCHEDULE (FULL TAG) VB -06114B - P&ID (PARTIAL TAG) 6640- - - - - PLANT ID VB- - - - VALVE 06114 - TAG NUMBER B- SUFFIX TIE-IN POINT TAG FORMAT 6640 -TP -0123 - SPECIFICATION NUMBER 6640 - - - - PLANT ID TP - - - TIE-IN POINT 0123 - TAG NUMBER DATE NO. DATE DESCRIPTION OF REVISIONS GENERAL INSTRUMENTATION NOTES 1. THE SYMBOLS AND NOMENCLATURE SHEETS ARE REPRESENTATIVE OF A GENERAL STANDARD. THEREFORE, IT SHOULD BE UNDERSTOOD THAT NOT ALL INFORMATION PRESENTED WILL BE RELEVANT TO THIS PROJECT. 2. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS REQUIRED. SYMBOLS AND NOMENCLATURE WILL BE EITHER BASED ON ISA STANDARD 5.1 -INSTRUMENTATION SYMBOLS AND IDENTIFICATION OR DEFINED ELSEWHERE IN THE P&ID SET. 3. SEE ELECTRICAL AND PROJECT GENERAL SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. 4. TO CAPTURE THE COMPLETE PROCESS CONTROL INTENT, THE P&IDS MUST TO BE REVIEWED IN CONJUNCTION WITH THE PROJECT CONTROL PHILOSOPHY SPEC SECTION 409300), THE PROJECT 1/0 AND INSTRUMENT SCHEDULES AND OTHER SECTIONS REFERENCED HEREIN. C-8279-2 SYMBOLS AND NOMENCLATURE - I OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5398-S APPROVED CHECKED: DRW 02/27/20 DATE: PUBLIC WORKS DEPARTMENT SHEET 11 ABBREVIATIONS ATM ATMOSPHERE NO NORMALLY OPEN ATC AUTO TRANSFER CONTROLLER OI OPERATOR INTERFACE CT CONTACT TIME OIT OPERATOR INTERFACE CP CONTROL PANEL TERMINAL DCS DISTRIBUTED CONTROL SYSTEM PC PERSONAL COMPUTER DOL DIRECT ONLINE STARTER PLC PROGRAMMABLE LOGIC FC FAIL CLOSED CONTROLLER FOC FIBER OPTIC CABLE PCN PLANT CONTROL FOT FIBER OPTIC TRANSCEIVER NETWORK FVNR FULL VOLTAGE NON -REVERSING PDU POWER DISTRIBUTION UNIT STARTER RIO REMOTE I/O HMI HUMAN MACHINE INTERFACE RVSS REDUCED VOLTAGE SOLID - LC LOCKED CLOSED STATE STARTER LCP LOCAL CONTROL PANEL RTU REMOTE TERMINAL UNIT LCS LOCAL CONTROL STATION SMF SINGLE MODE FIBER LO LOCKED OPEN SSM SOLID STATE METER LSA LIGHTNING SURGE ARRESTOR STP SHIELDED TWISTED PAIR MCC MOTOR CONTROL CENTER TC THERMOCOUPLE MCP MAIN CONTROL PANEL UPS UNINTERRUPTABLE POWER MMF MULTIMODE FIBER SUPPLY MS MOTOR STARTER UTP UNSHIELDED TWISTED PAIR MTR MOTOR VCP VENDOR CONTROL PANEL N/A NOT APPLICABLE VFD VARIABLE FREQUENCY DRIVE NC NORMALLY CLOSED VSD VARIABLE SPEED DRIVE NIC NOT IN CONTRACT GENERAL INSTRUMENTATION NOTES 1. THE SYMBOLS AND NOMENCLATURE SHEETS ARE REPRESENTATIVE OF A GENERAL STANDARD. THEREFORE, IT SHOULD BE UNDERSTOOD THAT NOT ALL INFORMATION PRESENTED WILL BE RELEVANT TO THIS PROJECT. 2. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS REQUIRED. SYMBOLS AND NOMENCLATURE WILL BE EITHER BASED ON ISA STANDARD 5.1 -INSTRUMENTATION SYMBOLS AND IDENTIFICATION OR DEFINED ELSEWHERE IN THE P&ID SET. 3. SEE ELECTRICAL AND PROJECT GENERAL SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. 4. TO CAPTURE THE COMPLETE PROCESS CONTROL INTENT, THE P&IDS MUST TO BE REVIEWED IN CONJUNCTION WITH THE PROJECT CONTROL PHILOSOPHY SPEC SECTION 409300), THE PROJECT 1/0 AND INSTRUMENT SCHEDULES AND OTHER SECTIONS REFERENCED HEREIN. C-8279-2 SYMBOLS AND NOMENCLATURE - I OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5398-S APPROVED CHECKED: DRW 02/27/20 DATE: PUBLIC WORKS DEPARTMENT SHEET 11 FLOW INSTRUMENTS I LEVEL INSTRUMENTS FIT FIT FIT FIT LIT LSH A LG A N N T TM M M K K A - LIT N FE K kA—O FE FE FE 5(TYP.) °° 0 ORIFICE PLATE WITH VENA CONTRACTA, RADIUS, OR PIPE TAPS VENTURI TUBE WITH MAGNETIC FLOWMETER Y DRAIN LEVEL TRANSMITTER, SEALED CONNECTED TO DIFFERENTIAL- (DIFFERENTIAL PRESSURE) THERMAL MASS FLOW WITH REMOTE FLOW WEIR (V -NOTCH AND LEVEL TRANSMITTER GAUGE GLASS DIFFERENTIAL PRESSURE TYPE, LEVEL TRANSMITTER LEVEL DETECTION SWITCH PRESSURE -TYPE FLOW TRANSMITTER FLOW TRANSMITTER METER TRANSMITTER RECTANGULAR TYPE) BUBBLER TYPE (EXTERNALLY CONNECTED) (MOUNTED ON TANK) PRESSURE ACTUATED FLOAT ACTUATED TYPE 6, FIT FIT PRESSURE OR VACUUM INSTRUMENTS LIT RADAR LIT RADAR ci FIT LSH LSH FIT N PI PI O N Q 77 CD FE FE FE FE m ❑ TRANSIT TIME ULTRASONIC FLOWMETER TRANSIT TIME ULTRASONIC FLOWMETER SINGLE PORT PITOT TUBE TURBINE OR PROPELLER PRESSURE GAUGE WITH PRESSURE GAUGE WITH LIQUID FILLED LEVEL TRANSMITTER LEVEL TRANSMITTER LEVEL DETECTION SWITCH LEVEL DETECTION SWITCH a (INLINE INSERT TYPE) (CLAMP ON TYPE) OR PITOT-VENTURI TUBE TYPE FLOW METER DIAPHRAGM SEAL ANNULAR SEAL SYSTEM NON -CONTACTING RADAR TYPE GUIDED WAVE RADAR TYPE VIBRATING FORK TYPE CONDUCTANCE TYPE FIT FIT PIT PI LIT LE ANALYTICAL INSTRUMENTS FIT 2 XXXX LEL LOWER EXPLOSIVE LIMIT FI AIT NO3 /NO 2 NITRATE / NITRITE NH3/NH4AMMONIA/AMMONIUM FE (:502 OXYGEN CONCENTRATION � 7 FE FE a, VARIABLE AREA FLOW INDICATOR VORTEX FLOW PADDLE WHEEL PRESSURE PRESSURE INDICATOR AE 03 OZONE CORIOLIS FLOWMETER (ROTAMETER) METER FLOW METER INDICATING TRANSMITTER DIRECT - CONNECTED LEVEL TRANSMITTER ORP OXIDATION - REDUCTION POTENTIAL L: CAPACITANCE OR DIELECTRIC LEVEL TRANSMITTER POSITION INSTRUMENTS TEMPERATURE INSTRUMENTS WEIGHT INSTRUMENTS OR RF ADMITTANCE TYPE NON-CONTACTING MOUNTEDNIC TYPE Y DRAIN PC PARTICLE COUNTER pH HYDROGEN ION CONCENTRATION FLOW THROUGH ANALYZING ELEMENT _ _ _ TIT WITH REMOTE TRANSMITTER SCU STREAMING CURRENT UNIT TI F LIT LX LIT ALK ALKALINITY SO2 SULFUR DIOXIDE TANK TANK 'ti `�CL2 CHLORINE CONCENTRATION TKN TOTAL KJELDAHL NITROGEN MOV M ZSC FCV ZT TE RTD WIT WE WIT WE COMB COMBUSTIBLE GAS TN TOTAL NITROGEN COND CONDUCTIVITY TOC TOTAL ORGANIC CARBON DO DISSOLVED OXYGEN TURB TURBIDITY STRAIN GAUGE CONNECTED HC HYDROCARBON TSS TOTAL SUSPENDED SOLIDS BIMETALLIC TYPE THERMOMETER, GLASS THERMOCOUPLE, RESISTANCE BULB TO SEPARATE WEIGHT LEVEL TRANSMITTER H2O2 HYDROGEN PEROXIDE UVI ULTRAVIOLET INTENSITY LIMIT SWITCH ON MOTORIZED VALVE VALVE POSITION TRANSMITTER ON THERMOMETER, OR OTHER LOCAL (RTD) OR THERMISTOR (TH) TEMPERATURE TRANSMITTER HYDRAULIC ACTUATED LEVEL TRANSMITTER RADIOACTIVE OR SONIC TYPE INDICATING CLOSED POSITION PNEUMATIC ACTUATED VALVE UNCLASSIFIED TEMPERATURE INDICATOR TRANSMITTER WITH THERMOWELL (TAG STRAIN GAUGE WE) WEIGHT TRANSMITTER HYDROSTATIC TYPE WITH INTEGRAL SENSOR H2S HYDROGEN SULFIDE UVT ULTRA VIOLET TRANSMITTANCE NETWORK AND CONTROL COMPONENTS SYMBOL LIBRARY 000 o 0 o 0 o= 000 0000000 OocO�O o 0 0 ®®o e \lad ❑oo❑ ❑oo❑ QQ 000000 000000 0 000 ❑oo❑ ❑o❑ � 00000000 00000 ❑oo❑ ❑o❑ � 000000 000000 ❑oo❑ ❑o❑ ❑❑ 000000 000 PANEL MOUNTED VARIABLE OPERATOR INTERFACE DESKTOP / CONSOLE WORKSTATION DUAL SCREEN WORKSTATION LAPTOP TOWER UPS PANEL UPS RACK MOUNT UPS PRINTER FREQUENCY DRIVE STARTER 00 $ poCD o :. ... ...- ..._ �a ... a e e e ws o ®... ❑ ❑ ❑ REMOTE WITCH -'� $ �� 4 ADD 0000 0 X6`'6 r �pl D� � ]C � O I/0 AND OMMo0m �p i�a� Q CARDS AS 0000 00 - o0 0 0 00000000000 0000000000 pp 00 0000000000`b`boo REQUIRED a 00000000000 00000000 000w00000000 �� �ff 00000 00000000000000 O O o0 00 00 00 00 00 m DIN -RAIL MOUNTED 0 MODULAR INDUSTRIAL FIBER AB REMOTE 1/0 CHASSIS RACK MOUNT RACK MOUNT a POWER MONITOR / MPRM ETHERNET SWITCH TRANSCEIVER (POWER SUPPLY NOT SHOWN) AB COMPACTLOGIXO PLC AB CONTROLLOGIXO PLC SIEMENS PLC RACK MOUNT SERVER KVM SWITCH DIGITAL VIDEO RECORDER (DVR) d c Q 0 0 0 N o 0 —° ° o °—° ° o ®®®®® ® 41 ® ® 0 I L� LJ IBJ LJ 000000000000000000000 000000000000000000001. 0 0 � ° ° ° ° ° — 444444 444444 Q ��® ® ® ® ® ® o°000 ❑ 4 o 0 0 0 0 0 � o 0 0 0 0 0 a 0 _Q RACK MOUNT 15 PORT RACK MOUNT ETHERNET SWITCH RACK MOUNT RACK MOUNT RACK MOUNT RACK MOUNT FOUNDATION FIELDBUS LEASED LINE RACK MOUNTED INDUSTRIAL MEDIA CONVERTER CHASSIS RACK MOUNT ROUTER REDUNDANT POWER SUPPLY 24 PORT ETHERNET SWITCH NETWORK ACCESSIBLE STORAGE FIBER OPTIC PATCH PANEL FIREWALL APPLIANCE MEGABLOCKS MODEM HARDENED SWITCH a . O 24VDC a� �cu Li 00 a POLE OR WALL- CEILING -MOUNT METERING PUMP CONTROL VALVE ACTUATOR ACTIVE PASSIVE GAS DETECTOR U YAGI ANTENNA OMNI ANTENNA SATELLITE ANTENNA LATTICE TOWER MONO -POLE TOWER MOUNT CAMERA CAMERA NETWORK SYMBOL NETWORK SYMBOL IP PHONE TERMINATOR TERMINATOR NETWORK SYMBOL REV011116 T O m J N O C N C-8279-2 QROFESS�Stantec VILC�So� SYMBOLS AND NOMENCLATURE II w NO. °S OLD NEWPORT BLVD BOX CULVERT DIVERSION ° 2� UNDER THE SUPERVISION OF: 91-- 0 �9TF0 CA��FO��� DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5398—S DAN HAYES R.C.E. 63132 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DRw DATE: 02127120 PUBLIC WORKS DEPARTMENT SHEET 12 [o n U ai 0 n3 L 0 0 0 2 c M PROCESS ABBREVIATIONS PROCESS ABBREVIATIONS VALVES PUMPS & COMPRESSORS PIPING ACCESSORIES MISCELLANEOUS AERATION ALUMINUM SULFATE (LIQUID ALUM) AMMONIUM HYDROXIDE (AQUEOUS AMMONIA) AUTOMATIC SPRINKLER RISER BLEND BALLASTED FLOCCULATION POLYMER BALLASTED FLOCCULATION SOLIDS BLENDED PRODUCT CONDENSATE CALCIUM HYDROXIDE (HYDRATED LIME) CALCIUM OXIDE (QUICK LIME) CHANNEL AGITATION WATER MEMBRANE CLEANING CONCENTRATE RETURN CHEMICAL DRAIN CONDENSER WATER RETURN CONDENSER WATER SUPPLY CHILLED WATER RETURN CHILLED WATER SUPPLY CORROSION INHIBITOR CHLORINE (GAS OR LIQUID) CHLORINE SOLUTION CHLORINE GAS UNDER VACUUM CENTRATE CONDENSATE DRAIN CHEMICAL CONTAINMENT MEMBRANE CLEANING PERMEATE RETURN CIRCULATED SLUDGE CITRIC ACID CALCIUM THIOSULFATE CHLORINATOR VENT AND DETECTION CHEMICAL DRAIN VENT COAGULATED WATER COOLING WATER RETURN COOLING WATER SUPPLY DICHEMICAL DOMESTIC COLD WATER DIESEL FUEL OIL DEMINERALIZED WATER DECANT DRAIN DIGESTED SLUDGE DOMESTIC HOT WATER RETURN DOMESTIC HOT WATER SUPPLY A ALS AMH ASR B BFP BFS C C CAH CAO CAW CCR CD CDR CDS CHR CHS CI CLS CLS CLV CN CND CP CPR CSL CTA CTH CV CVT CW CWR CWS DC DCW DFO DMW DN DR DSL DWR DWS SUBNATANT SUBNATANT OVERFLOW SCAVENGER SYSTEM DISCHARGE SANITARY DRAIN SODIUM BISULFITE SODIUM HYDROXIDE (CAUSTIC SODA) STORM DRAIN SANITARY DRAIN VENT SECONDARY EFFLUENT SLUDGE FILTRATE SULFURIC ACID SLUDGE GAS SODIUM HYPOCHLORITE SCALE INHIBITOR SLUDGE SUPERNATANT SAND SLURRY SULFUR DIOXIDE (GAS OR LIQUID) SULFUR DIOXIDE SOLUTION SULFUR DIOXIDE GAS UNDER VACUUM SPARE CHEMICAL PARE SUMP PUMP DISCHARGE SANITARY SEWER SODIUM SILICOFLUORIDE STEAM STRUCTURE UNDERDRAIN STRUCTURE UNDERDRAIN COLLECTOR SETTLED WATER SCRUBBER WATER RETURN TRICKLING FILTER EFFLUENT TRICKLING FILTER INFLUENT TRICKLING FILTER RECYCLE THICKENED SLUDGE WATER UNDERDRAIN UTILITY WATER (NON -POTABLE WATER) VACUUM VENT WASTE ACTIVATED SLUDGE WASTE LUBE OIL WASTE SECONDARY SLUDGE SBN SBO SCV SD SDB SDH SDR SDV SE SF SFA SG SHC� SI SL SN SND SO SOS SOV SP SPD SS SSF STM SU SUC�I SW SWR TFE TFI TFR TSLTREATED TW UD UW V VT WAS WLO W 3 WAY MULTI -PORT VALVE SLUDGE DIAPHRAGM PUMP ANNULAR SEAL BRIDGE CRANE 4 WAY MULTI -PORT VALVE ATMOSPHERIC VENT = CALIBRATION COLUMN HORIZONTAL CENTRIFUGAL PUMP u� BLIND FLANGE AIR VACUUM, AIR RELEASE, OR COMBINATION AIR VACUUM AND AIR RELEASE ASSEMBLY D CONTAINER SCALE GENERIC PUMP �V CARTRIDGE FILTER ANGLE VALVE ] CAP -BREATHER ] CAP -SCREW /THREADED CAP - WELDED CAP - QUICK DISCONNECT CHEMICAL METERING PUMP DEMISTOR BACK -PRESSURE VALVE DRUM PUMP ®®® FIRE HYDRANT -E� BACKFLOW PREVENTER VALVE O ROTARY GEAR PUMP BOTTLE CHLORINE INJECTOR OR CHEMICAL EDUCTOR �� BALL VALVE SPLIT -CASE PUMP HEAT EXCHANGER - PLATE TYPE BUTTERFLY VALVE DIAPHRAGM SEAL �I HOSE /PERISTALTIC PUMP CHECK VALVE HEAT EXCHANGER - STRAIGHT TYPE �/ I DRAIN CONE VALVE PLUNGER/ PISTON PUMP EXPANSION CHAMBER WITH RUPTURE DISK HEAT EXCHANGER - U TUBE � DIAPHRAGM VALVE L PROGRESSIVE CAVITY PUMP FLAP VALVE HEATER EDUCTOR �� GATE VALVE ROTARY LOBE PUMP J` � HORN ��� GLOBE VALVE FLANGED O PANEL-MOUNTED HORN SUBMERSIBLE SUMP PUMP � HOSE BIBB VALVE I I OR FLEXIBLE CONNECTION - BELLOWS TYPE BEACON ENGINE EXHAUST ENGINE COOLING WATER RETURN FENGINE OUL AIR COOLING WATER SUPPLY EE EWR FAS ��� NEEDLE VALVE SUBMERSIBLE TURBINE PUMP �q FLAME ARRESTOR HVAC MISCELLANEOUS EQUIPMENT PINCH VALVE �G� C FILTER AIR WASH FAW VERTICAL TURBINE PUMP Q\FCO FILTER BACKWASH FINAL EFFLUENT FERRIC CHLORIDE FBW FE FEC 0— FCO FLOOR CLEANOUT �-�ti- AIR CONDITIONING UNIT PLUG VALVE MIXER DUCT AIR FILTER PRESSURE REGULATING VALVE I I FILTER FERRIC SULFATE FES FILTER INFLUENT FI FILTERED WATER FLW VERTICAL CENTRIFUGAL PUMP FORCE MAIN FUEL OIL RETURN FUEL OIL SUPPLY FIRE PROTECTION FROTH FROTH SPRAY FILTER SURFACE WASHWATER FILTER TO WASTE FINISHED WATER FILTER WASTE WASHWATER GRIT FM FOR FOS FP FIR FS FSW FTW FW FWW G M MOTOR SYMBOL AIR HANDLING UNIT O HUB DRAIN PRESSURE RELIEF VALVE INCLINED ARCHIMEDES SCREW PUMP I I NON -MOTORIZED DAMPER —� INLINE MIXER O HORIZONTAL PRESSURE VESSEL SLEEVE VALVE VERTICAL SUMP PUMP PIPE MATERIAL CHANGE M MOTORIZED DAMPER u TELESCOPING VALVE VERTICAL PRESSURE VESSEL PULSATION DAMPENER GRANULAR ACTIVATED CARBON GASEOUS OXYGEN HYDROCHLORIC ACID GAC GOX HCA F F RECIPROCATING COMPRESSOR DEHUMIDIFIER FLOAT VALVET REDUCER - CONCENTRIC RADIO ANTENNA HYDROGEN PEROXIDE HYDROFLUOSILICIC ACID HEATING WATER RETURN HDP HFA HWR REFRIGERATOR DRYER DUCT SMOKE DETECTOR VALVE AND GATE ACTUATORS EVAPORATIVE COOLER SAMPLE COOLER HEATING WATER SUPPLY HWS INSTRUMENT AIR IA F D ROTARY SCREW COMPRESSOR REDUCER - ECCENTRIC INTERMEDIATE EFFLUENT IE DIAPHRAGM ACTUATOR LANDFILL GAS LUBE OIL LIQUID OXYGEN LIQUEFIED PETROLEUM GAS LIME SLURRY LANDSCAPING SPRINKLER SYSTEM MEMBRANE CONCENTRATE LFG LO LOX LPG LS LSP MC I-- REMOVABLE SPOOL PIECE HEATER E/H = ELECTROHYDRAULIC P = PNEUMATIC S = SOLENOID EQUIPMENT ABBREVIATIONS AUTO-BACKWASHING STRAINER HVAC BOILER UNION M MOTOR ACTUATOR AIR HANDLING UNIT AHU TANK WITH CONE SHAPED ROOF HVAC FAN RUPTURE DISK TANK WITH DOME ROOF MEMBRANE CLEANING RETURN MEMBRANE CLEANING SUPPLY MEMBRANE CLEANING WASTE MECHANICAL DEWATERING POLYMER MEMBRANE FEED MCR MCS MCW MDP MF AIR RELEASE VALVE BACK FLOW PREVENTER BACK PRESSURE SUSTAINING VALVE BLENDING UNIT BLOWER ARV BFP BPV BLU BLW PISTON ACTUATOR ® VENT FAN STRAINER - BASKET TYPE TANK WITH FLOATING COVER METHANE GAS MIXED LIQUOR MIXED LIQUOR RECYCLE MEMBRANE MURIATIC ACIDRMEATE NATURAL GAS MG ML MLR MID MRA NG WEIGHT BALANCED ACTUATOR BULK STORAGE TANK CARTRIDGE FILTER CHECK VALVE CLEAN INCIP CONVEYOR ACE DAY TANK BTK CF CV CN DTK L]UU00 TANK, VESSEL, OR BIN HVAC LOUVER STRAINER - DUPLEX BASKET TYPE GATES THERMOSTAT STRAINER - WYE TYPE TEMPERING TANK [�] SLIDE GATE NON-LEADED GASOLINE OVERFLOW OFFGAS OXIDATION TOWER EFFLUENT OZONE OZONATED WATER PLANT AIR POWDERED ACTIVATED CARBON POLYALUMINUM CHLORIDE PLANT DRAIN PRIMARY EFFLUENT PLANT INFLUENT PLANT EFFLUENT PLANT OVERFLOW ANIONIC POLYMER NLG OFSTEAM OG OTE OZG OZW PA PAC PCL PDR PE PI PLE PO POA DEGASIFIER FILTER (GENERAL) HEATER HIGH SERVICE PUMP MECHANICAL EQUIPMENT (GENERAL) MIXER MOTOR OPERATOR VALVE PNEUMATIC OPERATOR VALVE PRESSURE REDUCING VALVE PRESSURE SAFETY VALVE PUMP (GENERAL) RUPTURE DISK SAMPLE PUMP SAND SEPARATOR SLIDE GATE DG F HTR HSP ME MX MOV POV PRV PSV P RD SP SS SG GENERATOR SLOPE TOTE TANK [ • ] STOP GATE OR SHEAR GATE /' UNIT HEATER T TRAP WATER LEVEL WASTEWATER EQUIPMENT WATER HEATER WCO R �\ WCO WALL CLEANOUT LF GENERATOR BELT FILTER PRESS AFTER COOLER TP TIE-IN POINT BLOWERS VALVE ABBREVIATIONS SHAFTLESS CONVEYOR CATIONIC POLYMER FILTER AID POLYMER NONIONIC POLYMER THICKENER POLYMER PRESSURIZED RECYCLE PRESSATE POTASSIUM PERMANGANATE POTABLE WATER RETURN ACTIVATED SLUDGE RECLAIMED WATER REFRIGERANT LIQUID REFRIGERANT SUCTION REFRIGERANT SUCTION RETURN SECONDARY SLUDGE POC POFTANK PON POT PRR PRS PTP PW RAS REW RFL RFS RSLSUB-TITLE RSS~ SOLENOID OPERATOR VALVE TRANSFER PUMP VALVE (MANUAL) SOV TK TP v SCREW CONVEYOR AERATOR GATE VALVE VG BALL VALVE VB BUTTERFLY VALVE VF CHECK VALVE VC DIAPHRAGM VALVE VD GLOBE VALVE VO NEEDLE VALVE VN PLUG VALVE VP SPECIALITY VALVES VX REFERENCE SYMBOLS CENTRIFUGE p BLOWER STANDARD DETAIL IDENTIFICATION DETAIL NUMBER DETAIL C-302 C-302 GRAVITY BELT THICKENER U U POSITIVE DISPLACEMENT BLOWER M BELT CONVEYOR I _ SINGLE STAGE CENTRIFUGAL BLOWER SLUDGE GRINDER RAW WATER RW STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL RAINWATER LEADER RWL SHEETS, IN NUMERICAL ORDER RAINWATER LEADER OVERFLOW RWO SCUM S SAMPLE SAM C-8279-2 �o QROFESS�0�91 Stantec �� ��� VJILCO�P o� a �z CD NO. °S ° 2� UNDER THE SUPERVISION OF: 91-- 0 �9TF0 CA��FO��� SYMBOLS AND NOMENCLATURE - III OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5398-S DAN HAYES R.C.E. 63132 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DRw DATE: 02127120 PUBLIC WORKS DEPARTMENT SHEET 13 .z r cri M M co 00 O 0 6 m 0 U) _O d C N 30 0 N I N m m c N d I 0 -2- T_ _ 75 a L 0 U) C 0 U) N r) U N m H L 0 U 0 m J N O C U- HMI DIVERSION VALVE OPND CLSD KIZ I O ZIC 100 100 on DIVERSION PUMP ETM HS KQI 1�0 START STOP 100 IN REM FAULT HS HS YL ZI YA 100A 100B 100A 100 100 Lo�_o 0 0 0 SHUTDOWN 0-0-0-0 0 O O �- O O O 0—�O-1 S S HS HS YL ZL YA 100 100 100A 100B 100A 100 100 Z� y y Z� Z� Z� —J L--—+ i B PLC -100 I FIELD I I I I I I OMNI O I ANTENNA I I O PLC -100 CONTROL PANEL HOA ON HS YL 1�0 G/,1 FAULT RESET /� YA ' — 1�� O H M S 1�� O Off 10< R I LCP-100 TO 15 MINUTES) SHALL SHUTDOWN BOTH OLD NEWPORT AND PUMP CONTROL PANEL HOAG PUMPS WITH DETECTION OF STORM EVENT. RAIN DETECT LI LAL LAH LAHH RI 100 100 100 100 100 O • O O 04 I �—o O I 0 100 0 O 0 LT "RS 100 100 I I I I I I I I I I I I I I I I I I I I I I RAIN SWITCH RS 100 DIVERSION WETWELL 1a*_ /4" X 1 " Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 TOTAL OG PANEL ON LOW FLOW FLOW INTRUSION BATTERY BATTERY FAULT FI FQI FAL ZI YL YL YA 100 100 100 101 101A 101B 101 0 u u 0 :::>I I o O I-4 I O O O O O TO HOAG PUMP CONTROL O O O O O I ZL YL YL YA 100 101 101A 101B 101 I I I I I I I I I I I I I I I 1" PVC PROFESS/pN O' 2 Z w N0. CS 7213 m I I I I I I I L UPS -101 J O PLC -100 CONTROL PANEL I I I I I 24VDC N 0 r FIT C m 100 O MM I IaI C 7VB-0103 1"X2" 100 CLEANOUT CONTROL BOX DATE NO. DATE DESCRIPTION OF REVISIONS CLEANOUT SHEET KEYNOTES HMI A. PUMP VENDOR FURNISHED AND CONFIGURED NEMA 4X, 316SS PUMP CONTROL PANEL. CONTRACTOR INSTALLED. B. OWNER FURNISHED PROGRAMMED AND TESTED NEMA 4X, 316SS CONTROL PANEL. CONTRACTOR INSTALLED. C. 24VDC POWER FROM PLC -100 CONTROL PANEL. D. FURNISHED BY VALVE SUPPLIER. E. PUMP SHALL START / STOP AUTOMATICALLY BASED ON WIDE-ANGLE LSH FLOAT WHEN PLACE IN AUTO AND SHALL RUN CONTINUOUSLY WHEN IN HAND MODE. HIGH -HIGH FLOAT SHALL OVERRIDE SHUTDOWN THE PUMP. F. OPERATOR ADJUSTABLE SHUTDOWN TIMER (INITIALLY SET TO 15 MINUTES) SHALL SHUTDOWN BOTH OLD NEWPORT AND HOAG PUMPS WITH DETECTION OF STORM EVENT. G. LOW FLOW ALARM GENERATED IF PUMP RUNNING AND FLOW IS DETECTED (AFTER AN ADJUSTABLE DELAY) BELOW AN OPERATOR B O ADJUSTABLE LOW FLOW SETPOINT. PLC -100 H. OWNER FURNISHED, INSTALLED AND CONFIGURED ANTENNA. FIELD TO EXISTING OCSD MANHOLE -025 C-8279-2 CULVERT DIVERSION MID OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5398-S APPROVED CHECKED: DRW 02/27/20 DATE: PUBLIC WORKS DEPARTMENT SHEET 14 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 LOCATION LEGEND ❑1 FIELD ❑2 LCP n3 NOT USED ® NOT USED ❑5 PLC 240V 1PH OUS AUX OL TO 1008 CPT STATUS STATUS TO PLC TO PLC PUMP CONTROL PANEL LCP-100 MOTOR PUMP RUN 1001, 1002, 1003 1010 PUMP ON CONTROL RELAY PUMP OVERTEMP 1008. 1018 CONTROL RELAY PUMP SEAL FAIL 1008,1019 PUMP FAIL 1021 FAULT 1015,1017 1033 1066 1034 1067 1035 1068 1036 1069 1037 1070 1038 1071 1039 1072 1040 1073 1041 1074 1042 1075 1043 1076 1044 1077 1045 1078 1046 1079 1047 1080 1048 1081 1049 1082 1050 1083 1051 1084 1052 1085 1053 1086 1054 1087 1055 1088 1056 1089 1057 1090 1058 1091 1059 1092 1060 1093 1061 1094 1062 1095 1063 1096 1064 1097 1065 1098 1099 (I Stantec UNDER THE SUPERVISION OF: 02/28/2020 DATE QROFESS/pI Iftcp w N0. CS 7213 m * Exp. 9-30-22 OFF, CAL \�o���P SYMBOLS 0 L i,. R THREE - POSITION SELECTOR SWITCH O FLOAT LEVEL SWITCH CLOSE ON RISING LEVEL C-8279-2 CONTROL SCHEMATIC OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGN JH/EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 02/28/20 PUBLIC WORKS DEPARTMENT SHEET 15 CONTROL RELAY OR COIL O X =DEVICE CR CONTROL RELAY TD TIME DELAY RELAY (TIMING RANGE AS INDICATED) M MOTOR STARTER PC PHOTOCELL NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT XXXX NORMALLY OPEN CONTACT LINE REFERENCE XXXX NORMALLY CLOSED CONTACT LINE REFERENCE - —0PILOT LIGHT (PUSH -TO -TEST) O X = LENS COLOR (SEE ABOVE) LOCATION SYMBOL LEGEND SHOWN ON SCHEMATIC DRAWINGS ALL DEVICES ARE LOCATED IN THE MCC UNLESS INDICATED OTHERWISE �i DIGITAL INPUT TO PLC/RTU/DCS DIGITAL OUTPUT FROM PLC/RTU/DCS NORMALLY OPEN DIGITAL OUTPUT FROM PLC/RTU/DCS NORMALLY CLOSED START I NORMALLY OPEN PUSHBUTTON O O STOP NORMALLY CLOSED PUSHBUTTON GROUND CONNECTION CROSSING OF CONDUCTORS - NOT CONNECTED CROSSING OF CONDUCTORS - CONNECTED ® FUSE C-8279-2 CONTROL SCHEMATIC OLD NEWPORT BLVD BOX CULVERT DIVERSION DESIGN JH/EJW DRAWN: EJW CITY OF NEWPORT BEACH D -5398-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 02/28/20 PUBLIC WORKS DEPARTMENT SHEET 15 TRAFFIC CONTROL GENERAL NOTES: 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF: 9. THE CONTRACTOR SHALL RESTORE ANY AND ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAL LOOPS \ • THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CA MUTCD), DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. • WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), 10. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. • ALL O.S.H.A. REQUIREMENTS. 11. THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES WITH AT LEAST ONE LANE OPEN EACH DIRECTION 2. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY ENGINEER. DURING CONSTRUCTION. 3. DURING NON—WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAYS LANES SHALL BE RETURNED TO 12. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC DURING CONSTRUCTION BY KEEPING AT LEAST ONE SIDEWALK THEIR FULL TRAFFIC USAGE ON THE SAME DAY BY PLATING OR BACKFILLING THE OPEN TRENCHES, AND CONTRACTOR OPEN AT ALL TIMES. SHALL REMOVE ALL TRAFFIC CONTROL DEVICES USED FOR TRAFFIC CONTROL OR DETOUR. 4. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS POINT TO ALL ADJACENT PROPERTIES AND FIRE HYDRANTS. 13. ANY UNANTICIPATED DAMAGES TO THE TRAFFIC SIGNAL INTERCONNECT CONDUIT, INTERCONNECT CABLE, OR DETECTION T LOOP SYSTEM DURING OPERATIONS OF THIS PERMIT SHALL BE REPLACED WITHIN 72 HOURS TO THE SATISFACTION OF THE CITY INSPECTOR. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. 14. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE COMMENCING CONSTRUCTION. PUBLIC AT ALL TIMES DURING CONSTRUCTION. 7. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL 15. THE CONTRACTOR SHALL TELEPHONE THE CITY OF NEWPORT BEACH INSPECTION AT LEAST TWO WORKING DAYS (48 INCLUDE 6" AND 4" HIGH INTENSITY REFLECTORIZED SLEEVES, RESPECTIVELY. HOURS) PRIOR TO STARTING TRAFFIC CONTROL IMPLEMENTATION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL TRAFFIC CONTROL DEVICES 16. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. REQUIRED BY THE CITY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. I CIVI�VfIHfI 1 rCVC�7 I fIIHIV Hk. C_o7 fIVV I C• 1" = 80' 4 101 W20-1 S SIGN LEGEND "o < ROAD END SHOULDER WORK SHOULDER AHEAD ROAD WORK WORK CLOSED AHEAD GRAPHIC SCALE 40 0 40 120 SCALE: 1 " = 40' W20-1 G20-2 C24(CA) C30A(CA) DETOUR t� M4-9b(RT/LT) (30" X 24") SIDEWALK CLOSED R9-9 (24" X 12") SIDEWALK CLOSED AHEAD CROSS HERE R9-1 1 a(LT/RT) (24" X 12") G20-2 C) N N W20-1 R28A(CA)L • • ■ 1 �Nopt E W3-1 z o R1-1 E • rC v dOIS dOl R1-1 W20-1 E R1-1 G28-2(CA) E G33-1(CA) G8-22(CA) OLD NEWPORT BLVD C30A(CA) IC24(CA) W20-1 r' Ln G20-2 N I_ D9-2 "HOSPITAL ARROW" LEGEND • PORTABLE DELINEATOR (28" MIN.) CONSTRUCTION AREA/STAGING AREA C30(CA)I TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) <_ DIRECTION OF TRAVEL (NOT STRIPED) 4= EXISTING PAVEMENT MARKING/ARROW ❑E EXISTING ROADWAY SIGN OF TYPE INDICATED o EXISTING SIGN POST C-8279-2 TRAFFIC CONTROL GENERAL NOTES: SEE SHEET T1 SIGN LEGEND -101 ROAD WORK IGHT LAN BIKE LANE LANE END DETOUR AHEAD CA �EADD CLOSED CLOSED ROAD WORK <� W20-1 C20(CA)(RT) C20(CA)(BIKE) C30(CA) G20-2 M4-9b(RT/LT)(30" X 24") SIDEWALK SIDEWALK CLOSED SHARE AHEAD BIKE LAN OMD THE CLOSED CLOSED CROSS HERE ROAD L-ivii vi It -%I I I I LVL—%.i I I [It -%I y 1 1yy 1 L• R9-9 R9-1 1 a(LT/RT) SC1 1(CA)(BIKE) W4-2(RT) W1 1-1 W16-1 P 1" = 80' (24" X 12") (24" X 12") W20-1 I C20 fC�A4 W4-2(RT)F GRAPHIC SCALE 40 0 40 120 SCALE: 1 " = 40' IM 1 NE\NPORT BLVD OLD NEWPORT BLVD G28-2(CA) G33-1(CA) G8-22(CA) � i u 04 Z D9-2 "HOSPITAL ARROW" c I /,>\ - R 1 - 1 LEGEND • PORTABLE DELINEATOR (28" MIN.) OCONSTRUCTION AREA/STAGING AREA C30(CA)I TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) DIRECTION OF TRAVEL (NOT STRIPED) EXISTING PAVEMENT MARKING/ARROW 0 EXISTING ROADWAY SIGN OF TYPE INDICATED 10 EXISTING SIGN POST ® FLASHING ARROW BOARD C-8279-2 a 00 0 N M O P, h CITY OF COSTA PAF MESA 4 o w C) � F z 17TH ST C 15TH ST a Q JOHN WAYNE AIRPORT O� \ rly UPPER NEWPORT BAY / B^�vA ISLAND �7 ALBOq BLVD SUcoLOJECT ��44 �GOCAT ON PACIFIC yi OCEAN 'lq,P TOPOGRAPHICAL LEGEND -0- POWER POLE O SEWER CLEANOUT ® SEWER MANHOLE O STORM DRAIN MANHOLE 27 FIRE HYDRANT © WATER METER MAXIMUM PULL BOX #—o STREET LIGHT ® WATER VALVE F— GUY WIRE ® SURVEY MONUMENT MEDIAN SIGN p VAULT VENT MH TREE Id IRRIGATION CONTROL VALVE ® CORING LOCATION MECHANICAL JOINT ELECTRICAL MANHOLE BC BUILDING — — — — EXISTING CONSTRUCTION PROPERTY LINE - — CENTERLINE ---- RIGHT-OF-WAY LINE BFP SILT FENCE MON CONCRETE BARRIER FENCE BACK BLOCKWALL UTILITY LINE LEGEND SEWER LINE WATER LINE GAS LINE ELECTRICAL LINE TELEPHONE LINE VICINITY MAP NOT TO SCALE c9iOG 1p Sp CITY OF IRVINE P UNIVERSITY m P �13 PUBLIC WORKS DEPARTMENT PCC SIDEWALK (NATURAL GRAY) DETAIL NUMBER X 1\1X SHEET NUMBER TRAFFIC SIGNAL BASIS OF BEARINGS: CABLEVISION LINE THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 6, 2007.00 EPOCH, RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND SPRINKLER SYSTEM WERE DETERMINED BY GLOBAL POSITIONING SYSTEM (G.P.S.) TIES TO THREE CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERRED TO AS BLSA, FVPK AND TRAK. SAID ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "FIXED" HORIZONTALLY IN THIS SURVEY. BENCHMARK: DESCRIPTION BY OCS 2005: FOUND 3 3/4" OCS ALUMINUM CALL TOLL FREE BENCHMARK DISK STAMPED "1J-78-04', SET IN THE SOUTHERLY CORNER OF A 811 ORANGE COUNTY PUBLIC WORKS CURVED 4 FT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN B.M. NO. 1J-78-04 THE SOUTHERLY PORTION OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND BEFORE YOU DIG ELEVATION: 11.948 FEET NEWPORT BOULEVARD, 125 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH ADJUSTMENT: 2015 AND 180 FT. SOUTHERLY OF THE CENTERLINE OF NEWPORT BOULEVARD ALONG THE WESTERLY SIDE OF THE SOUTHBOUND PCH TO NORTHBOUND NEWPORT HOAG ROAD STORM DRAIN DIVERSION PROJECT NO. 16X11 C-8279- 2 J -- - APPROVED: / � I DATE: 762b PUBLIC WORKS DIRECTOR, R.C.E. N . 36106 APPROVED: A DEPUTY PUBLIC WORKS DIRECTOR / CITY ENGINEER, R.C.E. NO. 51568 DATE: 3 lZ Z2o ?_O 9 _ yah AM oe Ar/ t / /Al 41 07 1. t AI e Stantec OF: LOCATION MAP SCALE: N.T.S. J. y9�� o� `s W, r No. 63132 * Exp.06/30/20 L-. HAIkS R.C.E. 63132 DATE I I NO. I DATE I DESCRIPTION OF REVISIONS GENERAL NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 2. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 3. P.C.C. SHALL BE CLASS 560-C-3250, UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 6. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 8. REPAIR/REPLACE ANY PUBLIC LANDSCAPE/IRRIGATION REMOVED OR DAMAGED DURING CONSTRUCTION PER CITY STANDARDS. 9. TRENCHING OPERATIONS SHALL CONFORM TO CAL -OSHA REQUIREMENTS. TRENCHES AND EXCAVATIONS 5 -FT OR DEEPER SHALL REQUIRE A SHORING PLAN, CALCULATIONS, AND SUBMITTAL IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02150. 10. DEWATERING OPERATIONS IF REQUIRED SHALL CONFORM TO PROJECT SPECIFICATION SECTION 02140 AND THE SANTA ANA WATER QUALITY CONTROL BOARD GENERAL WASTE DISCHARGE REQUIREMENTS. 1 _4"M' PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. 2 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 Al -8 3 CURB & GUTTER - BARRIER TYPE A2-8 PER PLAN AND APWA STD PLAN 120-2 4 AC TRENCH REPAIR PER C.N.B. STD PLAN 105 -L -B AND GREENBOOK SECTION 306-13. 2036 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 4 ON SHEET C7 6 1" PVC SCHED.80 PIPE PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 7 1" PVC SCHED.80 90 DEGREE SWEEP 8 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 9 2" PVC SCHED.80 90 DEGREE SWEEP 10 4" PVC SCHED.80 PIPE AND FITTINGS TO JOIN NEW OCSD DROP MANHOLE CONNECTION W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 11 CORE DRILLED PIPE PENETRATION PER DETAIL 7 ON SHEET C7 56"X48" DIVERSION WETWELL APWA STD 320-2 MODIFIED W/ SUMP, ETC. & DETAIL 1 ON SHEET C7 MODIFIED W/ SUMP AREA PER 12 DETAIL 5 ON SHEET C7, PRECAST SHAFTING, WITH ECCENTRIC CONE 48" DIA. TO 36" BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 2 ON SHEET C7. 13 56"X48" NON-METAL GRATE W/ STEEL SUPPORT FRAME W/ REMOVABLE ACCESS PANEL AND 1/4" PERFORATED SHEET METAL COVER BY GRATING PACIFIC OR APPROVED EQUAL PER DETAIL 6 ON SHEET C7. 14 KP250 1/3 -HP UTILITY PUMP BY GRUNDFOS W/ CONTROL SWITCHES TYPE PUMPMASTER & SIGNALMASTER BY SJE RHOMBUS OR APPROVED EQUAL PER PLAN, PUMP CONTROL SCHEMATIC ON SHEET E1, AND MFR RECOMMENDATIONS 1 NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT 15 PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 16 1" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 17 CLEANOUT PER DETAIL 1 ON SHEET C7. DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY 18 RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 3 ON SHEET C7. 19 PLANTING AND IRRIGATION MAINTENANCE AND REPAIR PER SPECIFICATIONS AND NOTES HEREON. 20 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 21 ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. 22 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 2324" BOX TREE (STANDARD MELALEUCA QUINQUENERVIA) W/ DEEP ROOT UB 18-2 ROOT BARRIER PER PLANTING, ROOT BARRIER, & STAKING DETAILS 1, 2, & 3 HEREON 24 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 4 ON SHEET C7. 25 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS DEMOLITION NOTES 100—PROTECT-IN-PLACE (ITEM PER PLAN) 101 CLEAR AND GRUB AS REQUIRED 102 REMOVE AND DISPOSE PCC SIDEWALK TO LIMITS SHOWN. 103 REMOVE AND DISPOSE CURB AND GUTTER TO LIMITS SHOWN. 104 SAWCUT, REMOVE, AND DISPOSE OF AC PAVING TO LIMITS SHOWN ft105 REMOVE TREE 106 REMOVE EXISTING 45" PIPE TITLESHEET............................................................................................................................................................................ ABBREVIATIONS SITEPLAN............................................................................................................................................................................... C2 DEMOLITIONPLAN.......................................................................................................................I............11..11......................... (IN ADDITION TO GREENBOOK SECTION 1-3.2) SURFACEPLAN....................................................................................................................................................................... AB AGGREGATE BASE MAX MAXIMUM (714) ARV AIR RELIEF VALVE MEA MECHANICAL EXPANSION ANCHOR SYMBOLS& NOMENCLATURE ..................................................................................................................................... ACP ASBESTOS CEMENT PIPE MED MEDIAN 15 AC ASPHALT CONCRETE MH MANHOLE AGU ABOVE GROUND UTILITY MJ MECHANICAL JOINT BC BEGIN CURVE MIN MINIMUM BCR BEGIN CURVE RETURN MCC MIDDLE OF CURVE BFP BACKFLOW PREVENTOR MON MONUMENT BK BACK MOVC MIDDLE OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE NG NATURAL GROUND BILK BLOCK N NORTH BOL BOLLARD NTS NOT TO SCALE CAN CABLE TV NO NUMBER CI CAST IRON OG ORIGINAL GROUND J,C/L CENTERLINE PKM PARKING METER CB CATCH BASIN (P) PROPOSED CNB CITY OF NEWPORT BEACH PPB PEDESTRIAN PUSH BUTTON CL CLASS PE PLAIN END CLR CLEAR PCC PORTLAND CEMENT CONCRETE CLSM CONTROLLED LOW PROP PROPOSED STRENGTH MATERIAL PB PULL BOX CONC CONCRETE PUE PUBLIC UTILITY EASEMENT C&G CURB AND GUTTER RCP REINFORCED CONCRETE PIPE DW DOMESTIC WATER RET RETAINING (E) E EXISTING EAST/ELECTRIC RT R/W RIGHT RIGHT OF WAY HOAG ROAD EC ECR END CURVE END CURVE RETURN SCH S,SS SCHEDULE SEWER STORM DRAIN EG ELEC EXISTING GRADE ELECTRICAL SCO SD SEWER CLEANOUT STORM DRAIN DIVERSION EPB ELECTRICAL PULL BOX SL STREET LIGHT EVC END VERTICAL CURVE SSMH SEWER MANHOLE EXIST EXISTING SHT SHEET FE FLANGED END SW SIDEWALK FG FINISHED GROUND S SOUTH FH FIRE HYDRANT SCE SOUTHERN CALIFORNIA EDISON FL FLOW LINE SQ SQUARE FLG FLANGE SST STAINLESS STEEL FM FORCE MAIN STL STEEL FW FORWARD TBD TO BE DETERMINED G GAS TC TOP OF CURB GV GAS VALVE TCE TEMPORARY CONSTRUCTION EASEMENT GB GRADE BREAK TELE, T TELEPHONE GE GROOVED END TF TOP OF FOOTING ICV IRRIGATION CONTROL VALVE TS TRAFFIC SIGNAL INST NO INSTRUMENT NUMBER TSP TRAFFIC SIGNAL POLE INV INVERT TW TOP OF WALL IP&T IRON PIPE AND TAG UGU UNDERGROUND UTILITY LOC LOCATION W WEST/WATER LT LEFT W/ WITH WM WATER METER WPCP WATER POLLUTION CONTROL PLAN PAVEMENT LEGEND DETAIL LEGEND PCC SIDEWALK (NATURAL GRAY) DETAIL NUMBER X 1\1X SHEET NUMBER TRAFFIC SIGNAL BASIS OF BEARINGS: CABLEVISION LINE THE BEARINGS AND HORIZONTAL COORDINATES SHOWN HEREON ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE 6, 2007.00 EPOCH, RELATIVE TO THE NORTH AMERICAN DATUM OF 1983 (NAD83), AND SPRINKLER SYSTEM WERE DETERMINED BY GLOBAL POSITIONING SYSTEM (G.P.S.) TIES TO THREE CONTINUOUS GLOBAL POSITIONING STATIONS (C.G.P.S.) REFERRED TO AS BLSA, FVPK AND TRAK. SAID ARE PART OF THE CALIFORNIA SPATIAL REFERENCE NETWORK (C.S.R.N.) AND WERE HELD "FIXED" HORIZONTALLY IN THIS SURVEY. BENCHMARK: DESCRIPTION BY OCS 2005: FOUND 3 3/4" OCS ALUMINUM CALL TOLL FREE BENCHMARK DISK STAMPED "1J-78-04', SET IN THE SOUTHERLY CORNER OF A 811 ORANGE COUNTY PUBLIC WORKS CURVED 4 FT. BY 8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN B.M. NO. 1J-78-04 THE SOUTHERLY PORTION OF THE INTERSECTION OF PACIFIC COAST HIGHWAY AND BEFORE YOU DIG ELEVATION: 11.948 FEET NEWPORT BOULEVARD, 125 FT. SOUTHWESTERLY OF THE CENTERLINE OF PCH ADJUSTMENT: 2015 AND 180 FT. SOUTHERLY OF THE CENTERLINE OF NEWPORT BOULEVARD ALONG THE WESTERLY SIDE OF THE SOUTHBOUND PCH TO NORTHBOUND NEWPORT HOAG ROAD STORM DRAIN DIVERSION PROJECT NO. 16X11 C-8279- 2 J -- - APPROVED: / � I DATE: 762b PUBLIC WORKS DIRECTOR, R.C.E. N . 36106 APPROVED: A DEPUTY PUBLIC WORKS DIRECTOR / CITY ENGINEER, R.C.E. NO. 51568 DATE: 3 lZ Z2o ?_O 9 _ yah AM oe Ar/ t / /Al 41 07 1. t AI e Stantec OF: LOCATION MAP SCALE: N.T.S. J. y9�� o� `s W, r No. 63132 * Exp.06/30/20 L-. HAIkS R.C.E. 63132 DATE I I NO. I DATE I DESCRIPTION OF REVISIONS GENERAL NOTES 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 2. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS. 3. P.C.C. SHALL BE CLASS 560-C-3250, UNLESS OTHERWISE SHOWN. 4. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 5. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 6. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. 7. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE -VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. 8. REPAIR/REPLACE ANY PUBLIC LANDSCAPE/IRRIGATION REMOVED OR DAMAGED DURING CONSTRUCTION PER CITY STANDARDS. 9. TRENCHING OPERATIONS SHALL CONFORM TO CAL -OSHA REQUIREMENTS. TRENCHES AND EXCAVATIONS 5 -FT OR DEEPER SHALL REQUIRE A SHORING PLAN, CALCULATIONS, AND SUBMITTAL IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02150. 10. DEWATERING OPERATIONS IF REQUIRED SHALL CONFORM TO PROJECT SPECIFICATION SECTION 02140 AND THE SANTA ANA WATER QUALITY CONTROL BOARD GENERAL WASTE DISCHARGE REQUIREMENTS. 1 _4"M' PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. 2 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 Al -8 3 CURB & GUTTER - BARRIER TYPE A2-8 PER PLAN AND APWA STD PLAN 120-2 4 AC TRENCH REPAIR PER C.N.B. STD PLAN 105 -L -B AND GREENBOOK SECTION 306-13. 2036 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 4 ON SHEET C7 6 1" PVC SCHED.80 PIPE PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 7 1" PVC SCHED.80 90 DEGREE SWEEP 8 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 9 2" PVC SCHED.80 90 DEGREE SWEEP 10 4" PVC SCHED.80 PIPE AND FITTINGS TO JOIN NEW OCSD DROP MANHOLE CONNECTION W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 11 CORE DRILLED PIPE PENETRATION PER DETAIL 7 ON SHEET C7 56"X48" DIVERSION WETWELL APWA STD 320-2 MODIFIED W/ SUMP, ETC. & DETAIL 1 ON SHEET C7 MODIFIED W/ SUMP AREA PER 12 DETAIL 5 ON SHEET C7, PRECAST SHAFTING, WITH ECCENTRIC CONE 48" DIA. TO 36" BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 2 ON SHEET C7. 13 56"X48" NON-METAL GRATE W/ STEEL SUPPORT FRAME W/ REMOVABLE ACCESS PANEL AND 1/4" PERFORATED SHEET METAL COVER BY GRATING PACIFIC OR APPROVED EQUAL PER DETAIL 6 ON SHEET C7. 14 KP250 1/3 -HP UTILITY PUMP BY GRUNDFOS W/ CONTROL SWITCHES TYPE PUMPMASTER & SIGNALMASTER BY SJE RHOMBUS OR APPROVED EQUAL PER PLAN, PUMP CONTROL SCHEMATIC ON SHEET E1, AND MFR RECOMMENDATIONS 1 NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT 15 PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 16 1" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 17 CLEANOUT PER DETAIL 1 ON SHEET C7. DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY 18 RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 3 ON SHEET C7. 19 PLANTING AND IRRIGATION MAINTENANCE AND REPAIR PER SPECIFICATIONS AND NOTES HEREON. 20 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 21 ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. 22 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 2324" BOX TREE (STANDARD MELALEUCA QUINQUENERVIA) W/ DEEP ROOT UB 18-2 ROOT BARRIER PER PLANTING, ROOT BARRIER, & STAKING DETAILS 1, 2, & 3 HEREON 24 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 4 ON SHEET C7. 25 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS DEMOLITION NOTES 100—PROTECT-IN-PLACE (ITEM PER PLAN) 101 CLEAR AND GRUB AS REQUIRED 102 REMOVE AND DISPOSE PCC SIDEWALK TO LIMITS SHOWN. 103 REMOVE AND DISPOSE CURB AND GUTTER TO LIMITS SHOWN. 104 SAWCUT, REMOVE, AND DISPOSE OF AC PAVING TO LIMITS SHOWN ft105 REMOVE TREE 106 REMOVE EXISTING 45" PIPE TITLESHEET............................................................................................................................................................................ Cl SITEPLAN............................................................................................................................................................................... C2 DEMOLITIONPLAN.......................................................................................................................I............11..11......................... C3 SUBSURFACEPLAN................................................................................................................................................................. C4 SURFACEPLAN....................................................................................................................................................................... C5 DIVERSIONPROFILE................................................................................................................................................................. C6 DETAILS(1)................................................................................................................................................................................C7 (714) DETAILS(2)............................................................................................................................................................ ................... C8 ELECTRICALSHEETS................................................................................................................................................................ E1 -E3 SYMBOLS& NOMENCLATURE ..................................................................................................................................... .............. 11-13 CULVERTDIVERSION P&ID........................................................................................................................................................ 14 CONTROLSCHEMATIC................................................................................................................................................................ 15 TRAFFICCONTROL PLAN..................................................................................................................................................1..11...1 T1 EMERGENCY TELEPHONE NUMBERS SOUTHERN CALIFORNIA GAS CO SOUTHERN CALIFORNIA GAS CO SOUTHERN CALIFORNIA EDISON AT&T (FACILITIES MAPPING) AT&T (VERIFICATION) CITY OF NEWPORT BEACH UTILI TIME WARNER CABLE ORANGE COUNTY SANITATION D APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: �3-10�I ROBERT STEIN R.C.E. NO. 43003 ASST CITY ENGINEER MARK fUKOJEVC R.C.E. NO. 61521 DESIGNED: DRAWN: UTILITIES DIRECTOR EJW DJH EJW APPROVED DATE: CHECKED: DATE: 3 -/ 2 -20 DJH 3/2/20 MPANY (VERIFICATION) (714) MPANY (TRANSMISSION) (818) COMPANY (714) (714) (714) TIES DEPARTMENT (949) (714) ISTRICT (714) DAY NIGHT 634-5091 701-4546 895-0292 666-5467 237-6075 644-3011 (949) 644-3717 903-8337 962-2411 C-8279-2 TITLE SHEET HOAG ROAD STORM DRAIN DIVERSION CITY OF NEWPORT BEACH D -5399-S PUBLIC WORKS DEPARTMENT SHEET C,1 LEGEND 0 CONSTRUCTION IMPACT LIMITS CONSTRUCTION WORK ZONE NOTE: CONTRACTOR SHALL TAKE MEASURES TO ENSURE PROTECTION OF EXISTING ADJACENT IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PCC SIDEWALK, CURB, & GUTTER OUTSIDE THE IMPACT LIMITS BUT INSIDE THE WORK ZONE. NOTES: 1. ONE LANE OF TRAFFIC MUST REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 2. THE CONSTRUCTION WORK ZONE LIMITS ARE APPLICABLE DURING WORKING HOURS ONLY IN THE PRESENCE OF FLAGMEN FOR TRAFFIC CONTROL. 3. A STAGING AREA PROXIMATE TO THE CONSTRUCTION SITE IS NOT AVAILABLE. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS FOR DAILY CLEANUP, REMOVAL OF SPOILS, MATERIAL DELIVERY & INSTALLATION, AND EQUIPMENT TRANSPORT, ETC. 5. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. o Q N C6 0 0 N 0 77 GRAPHIC SCALE 10 0 10 20 ( IN FEET ) 1 inch = 10 ft. 40 Stantec �/ 41Z 1 3/2/202 DANIE J HAYS R.C.E. 63132 DATE o QROFESS/p�� J a No. 63132 * Exp.06/30/20 CIVIL FOF CAL\F C-8279-2 SITE PLAN HOAG ROAD STORM DRAIN DIVERSION DESIGNDRAWN: DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C2 :I! PARKING STRUCTURE EXIT ONLY i PROTECT (E) \ ADJACENT \ / LANSDSCAPING & / IRRIGATION \ LIMIT OF PERMIT DURING CONSTR \ TREE 1 \ \ 105`\ 11 i 01/ TREE I 105 `P \ 1b5 p f I I � I / LIMIT OF PERMIT P 45» RC SIDEWALK \ AND RAMP / N 4 GRAPHIC SCALE 0 4 8 ( IN FEET ) 1 inch = 4 ft. 16 Stantec U01E TH SU R-VKION OF: �/ 41Z / 3/2/202 DANIE J HAYS R.C.E. 63132 DATE CONSTRUCTION NOTES P PROTECT -IN-PLACE (ITEM PER PLAN) 101 CLEAR AND GRUB AS REQUIRED 102 REMOVE AND DISPOSE PCC SIDEWALK TO LIMITS SHOWN. 103 REMOVE AND DISPOSE CURB AND GUTTER TO LIMITS SHOWN. 104 SAWCUT, REMOVE, AND DISPOSE OF AC PAVING TO LIMITS SHOWN 105 REMOVE TREE 106 REMOVE EXISTING 45" PIPE LEGEND PCC REMOVAL AC REMOVAL R RCP REMOVAL NOTE: CONTRACTOR SHALL TAKE MEASURES TO ENSURE PROTECTION OF EXISTING ADJACENT IMPROVEMENTS INCLUDING BUT NOT LIMITED TO PCC SIDEWALK, CURB, & GUTTER OUTSIDE THE IMPACT LIMITS BUT INSIDE THE WORK ZONE. C-8279-2 oQROFESS/p�J. � DEMOLITION PLAN or_ No. 6312 w � m * Exp 06/30/20 * HOAG ROAD STORM DRAIN DIVERSION /'X CIVIL DESIGNEJW/DJH DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S �P gTFOF C A\,\F NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C3 i Q M M Cb 0 0 N 0 OF LIMIT OF PERMIT \ �TREE 1 � p I I I� 2 / I 6 / L2 / STA 1+42. \ 11 1 STA 1+39.42 / 15 TREE 8 i \/ \\ P II STA 1 +38.8 a� STA 1+3827 241 < STA Y+7.53 � I / LIMIT OF PERMIT P 45» RC SIDEWALK \ AND RAMP Al _ GRAPHIC SCALE 4 0 4 8 ( IN FEET ) 1 inch = 4 ft. ,, Stantec �/ 41Z 1 3/2/202 DANIE J HAYS R.C.E. 63132 DATE o QROFESS /p�� J F��, o No. 63132 * Exp.06/30/20 CIVIL FOF CAL\F NOTE: NOTE: SEE DEMO PLAN FOR DISPOSITION OF EXIST ELECTRICAL ELECTRICAL CONDUIT NOT SHOWN FOR CLARITY. SEE VAULT VENTS AND BOLLARDS. VENTS SHOWN SHALL BE ELECTRICAL DRAWINGS. RELOCATED BY OTHERS BEHIND BACK OF WALK. 11 11 CONSTRUCTION NOTES 5� 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 4 ON SHEET C7 6 1" PVC SCHED.80 PIPE PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 7 1" PVC SCHED.80 90 DEGREE SWEEP 8 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106-L. 9 2" PVC SCHED.80 90 DEGREE SWEEP 11 CORE DRILLED PIPE PENETRATION PER DETAIL 7 ON SHEET C7 12 56"X48" DIVERSION WETWELL APWA STD 320-2 MODIFIED W/ SUMP, ETC. & DETAIL 1 ON SHEET C7 MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, WITH ECCENTRIC CONE 48" DIA. TO 36" BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 2 ON SHEET C7. 15 1" NPTF MAG METER (PART #WMP101-100-32-GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 16 1" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 17 CLEANOUT PER DETAIL 1 ON SHEET C7. 18 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 3 ON SHEET C7. 24 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 4 ON SHEET C7. P_ PROTECT -IN-PLACE (ITEM PER PLAN) NO. I DATE I DESCRIPTION OF REVISIONS DESIGNED: DRAWN: EJW/DJH APPROVED CHECKED: DATE: DJH NOTES: 1. ONE LANE OF TRAFFIC MUST REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 2. THE CONSTRUCTION WORK ZONE LIMITS ARE APPLICABLE DURING WORKING HOURS ONLY IN THE PRESENCE OF FLAGMEN FOR TRAFFIC CONTROL. 3. A STAGING AREA PROXIMATE TO THE CONSTRUCTION SITE IS NOT AVAILABLE. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS FOR DAILY CLEANUP, REMOVAL OF SPOILS, MATERIAL DELIVERY & INSTALLATION, AND EQUIPMENT TRANSPORT, ETC. 5. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. LINE TABLE LINE No. LENGTH DIRECTION L1 2.50 N64°43'18"E L2 9.53 N81 *46'20"E L3 25.22 S08° 13'40"E L4 7.61 N83°16'21 "E C-8279-2 SUBSURFACE IMPROVEMENTS HOAG ROAD STORM DRAIN DIVERSION EJw CITY OF NEWPORT BEACH 3/2/20 PUBLIC WORKS DEPARTMENT D -5399-S SHEET C4 Q 0 0 0 N 0 LEGEND PORTLAND CEMENT CONCRETE ASPHALT CONCRETE LANDSCAPE REPAIR (IF REQUIRED) -LLLLLLL MANHOLE HATCH LLLLLL I LLLLLL LIMIT OF PERMI \ / \ P TREE 1 19 39.72 \ a % 40.40 2 \ \ I 40.46 TW 2 / 39.40 kS \I� 39.46 FS / 5.60' LL 19 k` •LLL L\ / // \ \ a TW 1 P TREE I I 22 I 3 .53 S39.89 TWI 2 I I I1 \ 38.89 FI I I i2 TC � i21 FL 3 \ \ 23 II / LIMIT OF PERMIT \ SIDEWALK \ \ P AND RAMP & N DESIGN ELEVATION LEGEND 100.00 ENGINEERED DESIGN ELEVATION (100.00) POTHOLED ELEVATION [100,00] ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR TO POTHOLE EXISTING UTILITY TO VERIFY ELEVATIONS. CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCY PRIOR TO COMMENCEMENT OF WORK. GRAPHIC SCALE 4 0 4 8 ( IN FEET ) 1 inch = 4 ft. Stantec It UWrRf )TH SU RvKi ON OF: �/ 41Z 1 3/2/202 DANIE J HAYS R.C.E. 63132 DATE m 16 I L L L c NOTE: NOTE: SEE DEMO PLAN FOR DISPOSITION OF EXIST ELECTRICAL ELECTRICAL CONDUIT NOT SHOWN FOR CLARITY. SEE VAULT VENTS AND BOLLARDS. VENTS SHOWN SHALL BE ELECTRICAL DRAWINGS. RELOCATED BY OTHERS BEHIND BACK OF WALK. 11 11 CONSTRUCTION NOTES 1 4" MIN PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180-L. 2 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 Al -8 3 CURB & GUTTER - BARRIER TYPE A2-8 PER PLAN AND APWA STD PLAN 120-2 4 AC TRENCH REPAIR PER C.N.B. STD PLAN 105 -L -B AND GREENBOOK SECTION 306-13. 5 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 4 ON SHEET C7 12 56"X48" DIVERSION WETWELL APWA STD 320-2 MODIFIED W/ SUMP, ETC. & DETAIL 1 ON SHEET C7 MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, WITH ECCENTRIC CONE 48" DIA. TO 36" BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 2 ON SHEET C7. 19 PLANTING AND IRRIGATION MAINTENANCE AND REPAIR PER SPECIFICATIONS AND NOTES HEREON. 20 MODEL 112 CONTROL PANEL (#1019119K) BY SJE RHOMBUS OR APPROVED EQUAL INSTALLED PER ELECTRICAL DRAWINGS & MFR RECOMMENDATIONS 21 ELECTRICAL IMPROVEMENTS PER ELECTRICAL DRAWINGS. 22 MYERS CABINET (MODEL # MEUGIUX-ENC), ANCHORAGE, AND PEDESTAL SIMILAR TO CITY STD -206-L AND PER MANUFACTURERS RECOMMENDATIONS. 23 24" BOX TREE (STANDARD MELALEUCA QUINQUENERVIA) W/ DEEP ROOT UB 18-2 ROOT BARRIER PER PLANTING, ROOT BARRIER, & STAKING DETAILS 1, 2, & 3 HEREON 25 SCADA CONTROL SYSTEM BY XIO OR APPROVED EQUAL PER PLAN AND SPECIFICATIONS P PROTECT -IN-PLACE (ITEM PER PLAN) GL o QROFESS J F��, o No. 63132 * Exp.06/30/20 ��qTF IC A\ -\F ���P OF r�r tirW�= TREE OR SHRUB PLANTING SCALE:NTS 2 1 \ PLAN 6' RADIUS UNLESS NOTED OTHERWISE ROOT BARRIER - 6' CLEAR SCALE:NTS NO. DATE I DESCRIPTION OF REVISIONS O1 SHRUB OR TREE Q ROOTBALL - SET 2" ABOVE BACKFILL O3 TEMPORARY COMPACTED EARTH BERM; OMIT IN TURF AREAS. SEE NOTE 2. ®PREPARED BACKFILL MIX O5 FINISH GRADE © DEEPROOT ARBOR GUARD IN TURF AREAS O7 MULCH - SEE PLANTING SCHEDULE FOR TYPE AND DEPTH NOTES: 1. SEE SPECIFICATIONS FOR BACKFILL MIX. 2. COMPACTED EARTH BERM SHALL BE RAKED SMOOTH AFTER INITIAL DEEP IRRIGATION. 3. FOR PLANTING ON SLOPE SEE SLOPE PLANTING DETAIL. O1 TREE TRUNK O ROOT BARRIER O HARDSCAPE- INCLUDES, BUT IS NOT LIMITED TO: SIDEWALKS, DRIVEWAYS, WALLS, MOW STRIPS, D.G. PATHS, ETC. NOTES: 1. IF THE TREE IS WITHIN 6' OF HARDSCAPE A BARRIER SHALL BE USED. 2. THE ROOT BARRIER SHALL IN NO CASE COMPLETELY SURROUND THE ROOTBALL. 3. SEE SPECIFICATIONS OR PLAN FOR MFG. AND MODEL. LANDSCAPE NOTES: 1. CONTRACTOR SHALL REMOVE, AND SALVAGE, OR REPLACE PLANTS AND TREES WITHIN THE CONSTRUCTION IMPACT LIMITS AS SHOWN. 2. CONTRACTOR SHALL MODIFY IRRIGATION SYSTEM AS REQUIRED TO MAINTAIN ADJACENT LANDSCAPING DURING CONSTRUCTION. 3. CONTRACTOR SHALL RE -PLANT AND RE-ESTABLISH ALL PLANTS WITHIN OR IMMEDIATELY ADJACENT TO THE CONSTRUCTION IMPACT LIMITS AS DIRECTED BY ENGINEER. LANDSCAPE PLANTING NOTE: 1. CONTRACTOR SHALL REPLACE IN KIND (SPECIES SPECIFIC) ANY DAMAGED OR OTHERWISE IMPACTED PLANTS, WHETHER WITHIN OR OUTSIDE OF THE GRADING LIMITS. SEE BELOW FOR SPECIES SIZE AND SPACING. CONTRACTOR SHALL MARK WITH A STAKE ALL TREES FOR APPROVAL BY ENGINEER PRIOR TO INSTALLATION. SHRUBS AND GROUND COVER AREAS SHALL BE MARKED OUT WITH GYPSUM FOR APPROVAL BY ENGINEER PRIOR TO INSTALLATION. IRRIGATION NOTES: 1. THE LIMITS OF WORK INCLUDE AREAS WHICH HAVE EXISTING IRRIGATION SERVICING THE AREAS. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL REQUEST AN OBSERVATION WITH THE OWNER. THE CONTRACTOR WILL IDENTIFY AND DOCUMENT (PHOTOS & NOTES) ANY EXISTING DEFICIENCIES IN THE SYSTEM. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING A SYSTEM FREE OF DEFICIENCIES UPON THE COMPLETION OF THE PROJECT. THE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR DOCUMENTED PREEXISTING DEFICIENCIES. 2. THE EXISTING IRRIGATION SYSTEM AT A MINIMUM INCLUDES IRRIGATION MAINLINES, IRRIGATION CONTROL WIRES, LATERAL LINES AND SPRINKLER HEADS. THE CONTRACTOR SHALL CREATE A TEMPORARY "HIGHLINE" FOR THE MAINLINE AND SPLICE THE CONTROL WIRES SO THAT THERE IS NO DISRUPTION OF SERVICE TO AREAS OUTSIDE OF THE PROJECT LIMITS. LATERALS MAY BE TEMPORARILY CAPPED DURING THE CONSTRUCTION AND THEN REINSTALLED PRIOR TO THE END OF THE PROJECT. 3. IF THE REVISED CONFIGURATION REQUIRES ADDITIONAL IRRIGATION EQUIPMENT, THE NEW EQUIPMENT SHALL MATCH THE MANUFACTURER AND MODEL OF THE EXISTING EQUIPMENT. 4. ALL WIRE SPLICES SHALL BE DONE USING 3M/DBR WIRE SPLICE KITS. ALL SPLICES SHALL BE LOCATED IN CARSON/BROOKS 10" ROUND, GREEN VALVE BOXES HEAT BRANDED "E". NOTES: 1. ONE LANE OF TRAFFIC MUST REMAIN OPEN AT ALL TIMES DURING CONSTRUCTION. 2. THE CONSTRUCTION WORK ZONE LIMITS ARE APPLICABLE DURING WORKING HOURS ONLY IN THE PRESENCE OF FLAGMEN FOR TRAFFIC CONTROL. 3. A STAGING AREA PROXIMATE TO THE CONSTRUCTION SITE IS NOT AVAILABLE. 4. UNLESS NOTED OTHERWISE, THE CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS FOR DAILY CLEANUP, REMOVAL OF SPOILS, MATERIAL DELIVERY & INSTALLATION, AND EQUIPMENT TRANSPORT, ETC. 5. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. \ 2" MIN 3ELOW 'LANT TOLE NOTES: 1. TIE SHOULD PROVIDE FLEXIBILITY OF TRUNK BUT NOT ALLOW RUBBING AGAINST THE STAKE. 2. REMOVE ALL NURSERY TRAINING STAKES. 3. CUT LODGEPOLES 6" BELOW CANOPY. 4. INSTALL 4" MIN. THICK MULCH LAYER WITHIN BASIN 5. FOR DOUBLE STAKE, SET STAKES PERPENDICULAR TO PREVAILING WIND DIRECTION. 3 6. FOR PLANT INSTALLATION, SEE DETAIL L101 TREE STAKING SCALE:NTS DESIGNED: DRAWN: EJW/DJH EJW APPROVED CHECKED: DJH DATE: 3/2/20 TREE TRUNK (TYP.) STAKE (TYP.) PREVAILING WIND SINGLE STAKE (15 GAL) EQ. EQ. DOUBLE STAKE (24" BOX) EQ. EQ. /EQ. TRIPLE STAKE OR GUY (36" BOX OR GREATER) PLANS O1 TREE O LODGEPOLE PINE STAKE - LENGTH AS REQUIRED O ADD 1" X 4" CROSSBRACE ®MIN. (2) 18" TO 24" 'CINCH' TIES OR EQUAL PER STAKE - ATTACHED WITH GALVANIZED NAILS TO STAKE O5 ROOTBALL © ROOT WATERING SYSTEM (IF SHOWN OR SPECIFIED) O PREPARED BACKFILL MIX ® TREE FEEDER/AERATOR/DEWATERING TUBE (IF SHOWN OR SPECIFIED) C-8279-2 SURFACE IMPROVEMENTS HOAG ROAD STORM DRAIN DIVERSION CITY OF NEWPORT BEACH D -5399-S PUBLIC WORKS DEPARTMENT SHEET C5 NOTE: IF DAMAGED BY CORING OPERATION FOR NEW DROP CONNECTION, CONTRACTOR TO IDENTIFY, REPAIR, OR REPLACE IN KIND XISTING SEWER MANHOLE LITER SYSTEM AS REQ'D AND PER CITY & MFR RECOMMENDATIONS. I 00 0 F_ r__ II I II 11 I I I I I II l8 II II II II II II II (E) 6"0 I I LINED I 1 I MANHOLE I 1 I I ! I I CONSTRUCTION NOTES 1 4" MIN PCC SIDEWALK PER PLAN AND C.N.B. STD PLAN 180—L. 2 CURB DETAIL PER PLAN AND APWA STD PLAN 120-2 Al —8 3 CURB & GUTTER — BARRIER TYPE A2-8 PER PLAN AND APWA STD PLAN 120-2 4 AC TRENCH REPAIR PER C.N.B. STD PLAN 105—L—B AND GREENBOOK SECTION 306-13. 5 24X36 PULL BOX OPEN BOTTOM W/ TRAFFIC COVER (67 SERIES) PER PLAN BY EISEL ENTERPRISES OR APPROVED EQUAL. SEE DETAIL 4 ON SHEET C7 6 1" PVC SCHED.80 PIPE PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106—L. 7 1" PVC SCHED.80 90 DEGREE SWEEP 8 2" PVC SCHED.80 PIPE AND FITTINGS PER PLAN W/ BEDDING PER C.N.B. DWG. NO. STD -106—L. 9 2" PVC SCHED.80 90 DEGREE SWEEP 10 4" PVC SCHED.80 PIPE AND FITTINGS TO JOIN NEW OCSD DROP MANHOLE CONNECTION W/ BEDDING PER C.N.B. DWG. NO. STD -106—L. 11 CORE DRILLED PIPE PENETRATION PER DETAIL 7 ON SHEET C7 12 56"X48" DIVERSION WETWELL APWA STD 320-2 MODIFIED W/ SUMP, ETC. & DETAIL 1 ON SHEET C7 MODIFIED W/ SUMP AREA PER DETAIL 5 ON SHEET C7, PRECAST SHAFTING, WITH ECCENTRIC CONE 48" DIA. TO 36" BY JENSEN PRECAST OR APPROVED EQUAL, POLYPROPYLENE STEPS PER APWA STD PLAN 636-2, & 36" DIA. COMPOSITE MH COVER PER DETAIL 2 ON SHEET C7. 03_56"X48" NON—METAL GRATE W/ STEEL SUPPORT FRAME W/ REMOVABLE ACCESS PANEL AND 1/4" PERFORATED SHEET METAL COVER BY GRATING PACIFIC OR APPROVED EQUAL PER DETAIL 6 ON SHEET C7. 14 KP250 1/3—HP UTILITY PUMP BY GRUNDFOS W/ CONTROL SWITCHES TYPE PUMPMASTER & SIGNALMASTER BY SJE RHOMBUS OR APPROVED EQUAL PER PLAN, PUMP CONTROL SCHEMATIC ON SHEET E1, AND MFR RECOMMENDATIONS 05_1" NPTF MAG METER (PART #WMP101-100-32—GPM) BY SEAMETRICS OR APPROVED EQUAL. PROVIDE UNION FITTINGS & 1" STRAIGHT PIPE SEGMENTS UPSTREAM AND DOWNSTREAM OF THE METER AS REQ'D PER MFR RECOMMENDATIONS. 16 1" CONE CHECK VALVE PER GF TYPE 561/562 (PART #161 561 105) OR APPROVED EQUAL. 17 CLEANOUT PER DETAIL 1 ON SHEET C7. 18 DROP MANHOLE CONNECTION INCLUDING 4" DROP BOWL, TYPE A HOOD, 316 SST PIPE SUPPORTS, AND 316 SST HARDWARE BY RELINER/DURAN INC. OR APPROVED EQUAL, 4" PVC SCHED.80 DROP PIPE AND BOTTOM SWEEP, AND PVC LINING REPAIRS PER DETAIL 3 ON SHEET C7. 24 TEMPORARY TEST METER APPURTENANCES INCLUDING 1" TEE, 1" PVC SCHED.80 PIPE, END CAP, 1" PVC COMPACT BALL VALVE, & 2"X1" REDUCER PER DETAIL 4 ON SHEET C7. I Q 0 0 0 N 0 1+00 12„ MIN ire E 4 0 HOAG DIVERSION PROFILE NOTES: 1. TRENCHING OPERATIONS SHALL CONFORM TO CAL—OSHA REQUIREMENTS. TRENCHES AND EXCAVATIONS 5—FT OR DEEPER SHALL REQUIRE A SHORING PLAN, CALCULATIONS, AND SUBMITTAL IN ACCORDANCE WITH THE PROJECT SPECIFICATION SECTION 02150. 2. DEWATERING OPERATIONS (IF REQUIRED) SHALL CONFORM TO PROJECT SPECIFICATION SECTION 02140 AND THE SANTA ANA WATER QUALITY CONTROL BOARD GENERAL WASTE DISCHARGE REQUIREMENTS. Stantec U TH U ION OF: 3/2/2020 DANIEL/ J HAYS R.C.E. 63132 DATE 0.75 FLOAT F SUMP ) INV Ire, 13 1+50 1+60 PROFILE HORIZ. 1 " = 4' VERT. 1 " = 4' C-8279-2 oQROFE. pal DIVERSION PROFILE 0� No. 63132 * Exp 06/30/20 * HOAG ROAD STORM DRAIN DIVERSION ��yTEFclvLCP,\ DESIGNE W/DJH DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S OF C A�\F NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C6 15 I cn U- I, Ln o QO 3 — 5 7 11 0 0 rz I Nz Q� cn r ��" �� 12 9 0.75 FLOAT F SUMP ) INV Ire, 13 1+50 1+60 PROFILE HORIZ. 1 " = 4' VERT. 1 " = 4' C-8279-2 oQROFE. pal DIVERSION PROFILE 0� No. 63132 * Exp 06/30/20 * HOAG ROAD STORM DRAIN DIVERSION ��yTEFclvLCP,\ DESIGNE W/DJH DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S OF C A�\F NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C6 0 Q 0 0 0 N 0 T( S1 NOTES 1. POLYPR( NOT SH( 2. A.B.'S N CLARITY. 3. PUMP D FLOATS, CONDUIT CLARITY. #4@18" BEND IN AS SHO' STD PL/ HOAG DIVERSION MH - DETAIL u N.T.S. PVC SCH.80 CLEANOUT ASSEMBLY: 3" END CAP 24"X36" PULL BOX SERIES OPEN 3" BARREL NIPPLE BOTTOM PER EISEL ENTERPRISES OR REDUCING SOCKET(S) APPROVED EQUAL W/ LANDSCAPE PIPE 0 & 45° TEE PER PLAN/PROFILE FS7 FABRIC & 3/4" ROCK PER PLAN & (AS SHOWN OR APPROVED EQUAL)_7 MFR RECOMMENDATIONS T NOTES: 6VIDE NION TYPE I I I 1 METER & UBALL VALVE FITTINGS ON FLOW �- 1 X MIN, - DIA. 2. INITIAL INSTALLATION REQUIRES A 2X HYDRAULIC FLOW VERIFICATION TO PROVE MIN DIA. INSTALLATION METHOD OF THE FLOW MIN METER WORKS. 3. HYDRAULIC VERIFICATION REQUIRES CLOSING THE SHUT-OFF VALVE, REMOVING THE CAP ON THE TEE AND ATTACHING A PIPE TEST METER. (TEST METER NEEDS TO BE PLAN AS OR MORE ACCURATE THAN THE METER BEING TESTED) FLOW METER PER PLAN W/ UNION 4. THE TEST METER DISCHARGE SHOULD HAVE 2"X1" REDUCER AS REQ'D FITTINGS AS REQ'D & MIN SPACING A RISER (AROUND TWO FEET) BEFORE 1" PVC COMPACT 1" TEE &END CAP PER MFR RECOMMENDATIONS DISCHARGING. BALL VALVE AS REQ'D FOR TEMPORARY 5. THE RISER, ALONG WITH THE CHECK TEST METER INSTALLATION VALVE, WILL INSURE A FULL TUBE OF WATER THE TEST, CLEAN OUT IN CONTROL BOX - DETAIL ALLOWING HFILOW TOING BEGIN AT THE SAME N.T.S. I STD HK, TYP 4'-0" ADD'L VERT BARS A.S. 21.00 ELS (3 SIDES) REINF PER HEREON 4 TIME FOR BOTH METERS. -PUMP -19.90± EL BTM SUMP -"--DIVERSION MH o I - & JS OSF )l\_45" RCP SEE PROFILE FOR INV EL. MANHOLE BASE WITH SUMP - DETAIL N.T.S. 9 I N 316 SST Ai V V OR I -BEAM FLANGE, TYP ALIGNMENT MARKS (BOLTED COVERS ONLY) RAISED DIAMOND TREAD oopoD��°x000 �oo�oo�oD�oo� m o oo�DD�oD�Do�Do�oo�A 3" TALL LETTERS A A �oo�oo�oD�Do�oo�Do�oD� o A @ �oD�oD�oo�oo� �oo�oo�DD�ou� �341�oo�oD�DD� B o D�oo �oo�oo�oo�oo�oo�oo�oo�oo� °O�OD4�OD�00�00�00�00�00�0� 1" DIA LIFTING o OD o OO o mmm """' OO O HOOK OO OD o OO OD O o DOWN PIPE �00�00�00�00�00� ° DIAMETER BOLTED COVERo DROP BOWL TOP VIEW DROP BOWL FRONT VIEW 4 PLACES (TYP) _ 38.0 1 1.50 036.01 CLEAR OPENING 316 SSTL HEX BOLTS SECTION A -A 1 = � = I NOTES: 1. COMPOSITE SHALL BE TRAFFIC GRADE. 2. WEIGHT OF COVER SHALL BE 75 LBS. MIN., WEIGHT OF FRAME SHALL BE 65 LBS. MIN. ACTUAL WEIGHTS SHALL BE +/- 5 PERCENT OF THE MINIMUM. 3. BOLTED COVERS SHALL BE INSTALLED AT ALL NEW REPLACEMENT MANHOLE LOCATIONS. 4. PROVIDE 6" RIM IF REQUIRED FOR ADJUSTMENT TO GRADE. 5. THE GAP BETWEEN THE COVER AND THE RING SHALL BE APPROXIMATELY 1/8" AROUND THE ENTIRE CIRCUMFERENCE AND SHALL NOT BE GREATER THAN 1/4" WHEN THE COVER IS SLID TO ONE SIDE. 6. COMPOSITE COVERS TO BE MACHINE WITH TITUS LOCK, NO EQUAL. 7. STORM DRAIN (SANITARY SEWER) COVERS SHALL BE FABRICATED WITH THE LETTER "D" ("S") IN THE CENTER OF THE COVER AS APPLICABLE. 36" LOCKABLE COMPOSITE MH FRAME & COVER N.T.S. A'-(1" IFj I AS SHOWN 20.75 EL P TOP SUMP 18„ BOTTOM EA 3/16 END 3/16 EACH WAY ISF INSIDE FACE �IIN JUNCTION STRUCTURE OSF OUTSIDE FACE 4 TIME FOR BOTH METERS. -PUMP -19.90± EL BTM SUMP -"--DIVERSION MH o I - & JS OSF )l\_45" RCP SEE PROFILE FOR INV EL. MANHOLE BASE WITH SUMP - DETAIL N.T.S. 9 I N 316 SST Ai V V OR I -BEAM FLANGE, TYP ALIGNMENT MARKS (BOLTED COVERS ONLY) RAISED DIAMOND TREAD oopoD��°x000 �oo�oo�oD�oo� m o oo�DD�oD�Do�Do�oo�A 3" TALL LETTERS A A �oo�oo�oD�Do�oo�Do�oD� o A @ �oD�oD�oo�oo� �oo�oo�DD�ou� �341�oo�oD�DD� B o D�oo �oo�oo�oo�oo�oo�oo�oo�oo� °O�OD4�OD�00�00�00�00�00�0� 1" DIA LIFTING o OD o OO o mmm """' OO O HOOK OO OD o OO OD O o DOWN PIPE �00�00�00�00�00� ° DIAMETER BOLTED COVERo DROP BOWL TOP VIEW DROP BOWL FRONT VIEW 4 PLACES (TYP) _ 38.0 1 1.50 036.01 CLEAR OPENING 316 SSTL HEX BOLTS SECTION A -A 1 = � = I NOTES: 1. COMPOSITE SHALL BE TRAFFIC GRADE. 2. WEIGHT OF COVER SHALL BE 75 LBS. MIN., WEIGHT OF FRAME SHALL BE 65 LBS. MIN. ACTUAL WEIGHTS SHALL BE +/- 5 PERCENT OF THE MINIMUM. 3. BOLTED COVERS SHALL BE INSTALLED AT ALL NEW REPLACEMENT MANHOLE LOCATIONS. 4. PROVIDE 6" RIM IF REQUIRED FOR ADJUSTMENT TO GRADE. 5. THE GAP BETWEEN THE COVER AND THE RING SHALL BE APPROXIMATELY 1/8" AROUND THE ENTIRE CIRCUMFERENCE AND SHALL NOT BE GREATER THAN 1/4" WHEN THE COVER IS SLID TO ONE SIDE. 6. COMPOSITE COVERS TO BE MACHINE WITH TITUS LOCK, NO EQUAL. 7. STORM DRAIN (SANITARY SEWER) COVERS SHALL BE FABRICATED WITH THE LETTER "D" ("S") IN THE CENTER OF THE COVER AS APPLICABLE. 36" LOCKABLE COMPOSITE MH FRAME & COVER N.T.S. A'-(1" ABBREVIATIONS A. B. ANCHOR BOLT I AS SHOWN 3'-6" BOTTOM EA 3/16 END 3/16 EACH WAY ISF INSIDE FACE �IIN JUNCTION STRUCTURE OSF OUTSIDE FACE ABBREVIATIONS A. B. ANCHOR BOLT A.S. AS SHOWN BTM BOTTOM EW EACH WAY ISF INSIDE FACE JS JUNCTION STRUCTURE OSF OUTSIDE FACE FRP FIBER REINFORCED PLASTIC R3" 3" RADIUS STR STRUCTURE SST STAINLESS STEEL SSTL STAINLESS STEEL BOLTING DETAIL SEE NOTES 2 & 3 L 3"x2 -3/8"x1 /4" 316 SST L 3"x3"x1 /4" 316 SST, TYP FRAME PLAN (1 REQ'D) 3/8" l 3'-112" BOLTING DETAIL HEREON 4 bU Jib JJI r'IlKrURATED METAL SHEETS OVER 1-1/2" DEEP X 1-1/2" SQUARE FIBERGLASS MESH GRATING GRATE PLAN (2 REQ'D) DROP BOWL MOUNTS TO WALL - WITH RELINER STAINLESS STEEL ANCHOR BOLT ASSEMBLIES C HOOD BOLTS TO DROP DROP BOWL BOWL WITH INCLUDED STAINLESS STEEL BOLTS INCOMING PIPE -� DOWN PIPE RELINER DIAMETER AVAILABLE FOR ALL SIZE DROP BOWL DROP BOWLS DROP BOWL SIDE VIEW OPTIONAL FORCE LINE HOOD FLEXIBLE PIPE COUPLER DROP BOWL SELECTION CHART RELINER STAINLESS DOWN PIPE DIAMETER STEEL PIPE SUPPORT r-- MANHOLE DIAMETER BRACKET @ 4' SPACING FLAT WALL 4' DIA 5' DIA 6' DIA 7-8' DIA 9-12' DIA (MIN. OF 2 PER DROP) 4" A4FDB A4DB A4DB A4R96 A4R96 A4R96 DOWN PIPE 6" A6FDB A6DB A6DB A6R96 A6R96 A6R96 8" B8FDB B8DB B8DB B8DBR84 B8DBR84 B8R144 RELINER STAINLESS 10" B10FDB B10DB B10DB B10R96 B10R96 B10R144 STEEL PIPE SUPPORT 12" 24/12FDB 24/12R60 24/12R60 24/12R60 24/12R96 24/12R144 BRACKET 15" 24/15FD6 24/15R60 24/15R60 24/15R60 24/15R96 24/15R144 BEND AT OUTLET 18" 30/18FDB 30/18R60 30/18R60 30/18R96 30/18R144 21" 36/21 FDB 36/21 R60 36/21 R144 24" 48/24FDB 48/24R72 48/24R96 48/24R144 DROP BOWL DIMENSIONS MADE IN U.S.A. DOWN PIPE DIAMETER U.S. PAT. # 6074130 ANCHOR BOLT CANADIAN PAT. # 2269565 SERIES WIDTH "A" DEPTH "B" HEIGHT "C" QUANTITY & TYPE A4 4" 12" 9.5" 8.9" 4 - 1" TAMP -IN A6 6" 12" 11.1" 8.8" 4 - 1" TAMP -IN B8 8" 18" 13.0" 11.5" 4 - 1" TAMP -IN B10 10" 18" 13.5" 11.5" 4 - 1" TAMP -IN 24/12 12" 24" 16 5" 15 0" 6 - 1" TAMP -IN TYPICAL INSTALLATION 24/15 15" 24" 19.3" 15.8" 6 - 1" TAMP -IN RELINER / DU 30/18 18" 30" 23.5" 18.5" 6-1"TAMP-IN 36/21 21" 36" 31.6" 23.0" 8 - 3" WEDGE 48124 24" 48" 30.5" 30.0" 10 - 3" WEDGE 53 MT. ARCHER ROAD, POLYETHYLENE OR (800) 508-6001 FAX.- AX.RELINER RELINERINSIDE DROP BOWLS ARE FABRICATED IN MARINE GRADE FIBERGLASS AND FINISHED IN BRIGHT WWW•RELIN' WHITE GEL COAT. DESCRIPTION USE RELINER STAINLESS STEEL PIPE BRACKETS TO SANITARY SUPPORT DOWN PIPE. EXTERNAL PIPE COUPLER MANHOLE INSIDE REQUIRED. PROVIDE SWEEP AT DOWN PIPE OUTLET. 71/4" PERFORATED METAL NOTES SEWER DROP MANHOLE - DETAIL N.T.S. NOTES 1. CORE DRILL EXISTING MH WALL PER OCSD STANDARD PLAN S-057. 2. ALL PORTIONS OF THE LATERAL SHALL BE MAINTAINED BY THE CITY OF NEWPORT BEACH, INCLUDING THOSE PORTIONS WITHIN THE OCSD MANHOLE. DIVERSION STRUCTURE GRATING - DETAIL N.T.S. Stantec U TH U ION OF: 3/2/202 DANIE J HAYS R.C.E. 63132 DATE o QROFESS/p�� a No. 63132 * Exp.06/30/20 CIVIL O��P FOF CAS �F NO. I DATE I DESCRIPTION OF REVISIONS WALL / FLOOR PENETRATION DETAIL N.T.S. DESIGNED: DRAWN: EJW/DJH EJW APPROVED CHECKED: DJH DATE: 3/2/20 DETAILS (1) C-8279-2 HOAG ROAD STORM DRAIN DIVERSION CITY OF NEWPORT BEACH D -5399-S PUBLIC WORKS DEPARTMENT SHEET C7 POLYETHYLENE OR APPLY 1" OF GUN GRADE 60° 316 SST POLYURETHANE ROPE ELASTOMERIC SEALANT 71/4" PERFORATED METAL NOTES TYPE FILLER (TYP) IN ANNULAR SPACE (BOTH SHEETS 1. CONTRACTOR TO VERIFY FIELD SIDES OF MEMBER) TYP DIMENSIONS PRIOR TO FABRICATION. 2. A.B.'S NOT SHOWN FOR CLARITY.�� 3. PROVIDE 1/2"0 SST A.B.'S 6"FROM ENDS OF FRAME 4" EMBEDMENT @ 12" MAX O.C. IN-= 9/16"0 HOLES, TYP. 4. TYPE G CLIPS SHOWN. ALTERNATIVE METHODS TO -- - - -= PIPE PER PLAN WALL SECURE PERFORATED SHEET AND _ GRATES IN PLACE SHALL BE LINK -SEAL WALL SEAL 1-1/2" DEEP X SUBMIT FOR REVIEW AND TYPE TYPE TYPE TYPE TYPE STANDARD SERVICE APPROVAL BY ENGINEER. NON -INSULATING 1-1/2" SQUARE MINIMUM 4 PER GRATE OR AS TYPE "M" OR FIBERGLASS RECOMMENDED BY MFR. FINAL APPROVED EQUAL GRATING ANCHOR CONFIGURATION SHALL FACILITATE REMOVAL FOR ACCESS ALTERNATIVE CLIP ASSEMBLIES AND MINIMIZE POTENTIAL FOR LOST HARDWARE. DIVERSION STRUCTURE GRATING - DETAIL N.T.S. Stantec U TH U ION OF: 3/2/202 DANIE J HAYS R.C.E. 63132 DATE o QROFESS/p�� a No. 63132 * Exp.06/30/20 CIVIL O��P FOF CAS �F NO. I DATE I DESCRIPTION OF REVISIONS WALL / FLOOR PENETRATION DETAIL N.T.S. DESIGNED: DRAWN: EJW/DJH EJW APPROVED CHECKED: DJH DATE: 3/2/20 DETAILS (1) C-8279-2 HOAG ROAD STORM DRAIN DIVERSION CITY OF NEWPORT BEACH D -5399-S PUBLIC WORKS DEPARTMENT SHEET C7 0M- 66 66 0 0 N M O Any proposal to install underground utility facilities within the City must use the following procedures and requirements: 1. All new conduits must be constructed in the parkway per "Parkway Utility trench Detail" (attached)unless otherwise approved by the Public Works Department. Final trench restoration shall be performed within one week of removal/installation of facilities. Provide "As -Built" plans within thirty days(30)after completion of the project. 2. Conduits must be a minimum 5 feet from City utilities unless otherwise approved by the Public Works Department. 3. Any sidewalk removal must be replaced in full panels. In addition,any existing city improvements/facilities damaged during construction shall be replaced/repaired at the permitee's expense. Sidewalk shall be restored within one week of removal/installation of facilities. 4. One sack of slurry backfill shall be used to backfill all trenches,around all vaults, all manholes, and all pothholes or bore pits. 5. Roadway conduit construction shall conform to the City's STD-101-L(attached), "Trench Resurfacing", "Roadway Utility Trench Detail" (Parkway Utility Trench Detail", "Roadway Utility Pole and Bore Detail", and with the following modified and supplemented requirments: A. New conduits in the roadway shall be installed adjacent to the existing edge of gutter or curb as close as possible. B. New conduits through the intersection roadway shall be jacked/bored and require a minimum of 1 sack slurry backfill for the access holes. C. All roadway construction shall require "Temporary Street/Alley/Sidewalk closure Permit" and Traffic Control plans approved by the Traffic Engineer. 6. A construction schedule must be submitted and approved five (5) working days prior to start of work. 7. All underground facilities constructed shall be part of the "Underground Service Alert". 8. All facilities shall meet the Uniform Building Code (UBC) and have Underwriters, Laboratories Inc (UL)Certification Standards or equal those standards as verified by the Building Department. 9. Additional surfacing requirements may be specified by the Public Works Department when trenching work occurs within pavements less than five years old. CITY OF NEWPORT BEACHI APPROVED: PUBLIC WORKS DEPARTMENT RCE NO. 36106 -----PUBLIC WORKS DIRECTOR UNDERGROUND CONS TR UC TION Drawn: M. WAGNER Scale: N.T.S. Date: Januar 1 2003 R\USERS B i n iedoo�s ASD SMS REQUIREMENTS ^^ DRAWING NO. STD— 1 05—L-1� Stantec U TH U ION OF: 3/2/202 DANIE J HAYS R.C.E. 63132 DATE TYPES OF PA VEMENT REPLA CEMENT 1. TRENCH RESURFACING IN PORTLAND CEMENT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT CONCRETE SHALL BE 8" THICK MINIMUM CLASS 560-C-3250 AND #5 DOWEL, 18" O.C. WITH EPDXY COATING. 2. TRENCH RESURFACING IN ASPHALT CONCRETE PAVEMENT SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.5, EXCEPT THAT.• A. ASPHALT CONCRETE SHALL BE PLACED IN LIFTS NOT TO EXCEED 4" THICK. B. APPLY TACK COAT AND FEATHER NEW PAVEMENT AS NECESSARY TO SEAL THE CONTACT JOINT AND ELIMINATE PAVEMENT DEPRESSIONS WITHIN ONE FOOT OF THE CONTACT JOINT. * C. COLD PLANE EXISTING A.C. PAVEMENT (2" MINIMUM DEPTH). EXACT WIDTH TO BE DETERMINED BY THE FIELD ENGINEER. ** NO PIECES LESS THAN 5' WIDE BETWEEN PATCH AND NEAREST JOINT OR CURB AND GUTTER. EXIST. ** A.C. PVT. �k 18" 1 24" MIN. MIN. MIN. TIP. VARIES VARIES CONTACT JOINT ASPHALT TRENCH RESTORATION EXIST. ** A.C. PVT. EXIST—' P.C.C. PVT** PIPE BEDDING AND-----, BACKFILL PER SID. -106-L. OR AS DETERMINED BY THE FIELD ENGINEER EXIST. ** A.C. PVT. — CONCRETE TRENCH RES TORA TION NOTE STREETS/ALLEYS RECENTLY (LAST 5 YEARS) SLURRIED/RESURFACED/BUILT SHALL REQUIRE EXTENSIVE PAVEMENT RESTORATION TO BE DETERMINED BY THE FIELD ENGINEER. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT TRENCH RESURFACING REVISED 6/2002 RCE NO. 36106 �I3$LIC WORKS DIRECTOR l)nta- 2 14nr 1999 I Scale: N.T.S. DRAWING NO. STD— 1 05—L—BI Q TRFN('H WTnTH ♦ w� w� w we III FINISHED SUBGRADE OPTIONAL EXCAVATION LINES 3/4 1 SPRING LINE TRENCH SHEETING �OR SHORING IF USED �> 6' MIN, 3/4 CRUSHED GRAVEL TRENCH SHEETING OR 1 17.4 OR SHORING IF USED UNDISTURBED SOIL, TYPICAL 1, TRENCH WIDTH SHALL BE O,D. + 12' MINIMUM, OR OD, + 20' MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 2, BACKFILL SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.3, EXCEPT THAT RELATIVE COMPACTION SHALL BE 90 PERCENT MINIMUM, 3, WHEN THE MAXIMUM TRENCH WIDTH IS EXCEEDED, THE C17NSTRACT17R SHALL SUBMIT TO THE ENGINEER FOR APPROVAL, DRAWINGS WITH SUBSTANTIATING ENGINEERING CALCULATIONS FOR THOSE MODIFICATIONS OF PIPE STRENGTH AND/OR BEDDING WHICH WILL PROVIDE AN IN-PLACE FACTOR OF SAFETY EQUIVALENT TO THAT PROVIDED IN THE CONTRACT, 4. BEDDING SHALL BE PER STANDARD SPECIFICATIONS SECTION 306-1.2.1, EXCEPT THAT. (A,) CLASS 100-E-100 SLURRY MAY BE SUBSTITUTED FOR SHAPED BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. (B,) HAUNCH BEDDING SHALL BE HAND TAMPED TO 907 RELATIVE COMPACTION MINIMUM FOR PVC, RPM, HDPE, AND ALL OTHER FLEXIBLE PIPE INSTALLATIONS. WHEREUPON THE REMAINDER OF BEDDING (ABOVE SPRINGLINE) MAY BE COMPACTED CONCURRENTLY WITH THE BACKFILL, 5 TRENCH RESURFACING SHALL BE PER STD, -I175 -L, REVISED 6/2002 CITY OF NEWPORT BEACH APPROVED: PUBLIC WORKS DEPARTMENTu RCE NO. 36106 Pl7BLIC WORKS DIRECTOR PIPE BEDDING Date: 2 Mar 1999 Scale: N.T.S. Drawn by. M. GRACIA F\us��.�\Detnll5�zo03\�StD�STD\ DRAWING NO. STD- 106-L C-8279-2 �oQROFESS/p�� DETAILS (2) O� ���� J. y�� Faun * Exp 06/30/20 * HOAG ROAD STORM DRAIN DIVERSION CIVIL DESIGNEJW/DJH DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S �P gTFOF C A�\F NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DJH DATE: 3/2/20 PUBLIC WORKS DEPARTMENT SHEET C,8 N w d O J N O ui w 5. m Im N 3 CD = CD j04 N m i = a I p W U m� I � v U � 5 � U O v. U C C.0 z � a N IL J a > E U � c� In 5 I N ,- d p � O O O d N CO z o o I Of Og x_00 D cJ'1 j w a = v U O O ¢ $ to 0 , o � I _ 4 10 / O o i g N J � ¢ N 0 � o a d 0 i z o_ i ~ N O � of �r" j N LOM O N a 02 Of < c� Y � ck: In j N N Oj 0 0 N N r"� OD j N / o GENERAL NOTE: 1. NEW CONDUIT ROUTINGS SHOWN ARE DIAGRAMATIC, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL EXISTING AND NEW UNDERGROUND UTILITIES AND FIND THE BEST AND SHORTEST ROUTING FOR ALL CONDUIT RUNS IN THE FIELD. 2. ALL UNDERGROUD CONDUITS TO BE PVC SCHEDULE 40. WHERE EXPOSED TO THE ELEMENTS USE PVC SCHEDULE 80. FLAG NOTES: 1/3 HP PUMP(BY GRUNDFOS OR APPROVED EQUAL), 120V, 1 -PHASE, 60HZ, 4.9 FLA, LOCATED IN DIVERSION VAULT. COORDINATE WITH CIVIL PLANS FOR EXACT LOCATION. CONTROL PANEL(MODEL 112, BY SJE RHOMBUS) WITH NEMA 1 ENCLOSURE, INSTALL INSIDE WEATHERPROOF STAINLESS STEEL 316 CABINET MODEL (MYERS #MEUGI-ENC), COORDINATE WITH CIVIL PLANS FOR EXACT LOCATION. 120V POWER FOR FLOATS (TOTAL 2), PROVIDED FROM THE CONTROL PANEL. ® USE ASSIGNED CIRCUIT #20 FROM EXISTING PANEL 'D' LOCATED AT SECOND FLOOR. PROVIDE J -BOX ON INSIDE WALL, PENETRATE WALL AND RUN CONDUIT AND WIRES DOWN TO NEW PULL BOX ON THE GROUND. EXTEND CONDUIT AND WIRES TO THE DIVERSION VAULT LOCATION AS INDICATED. PROVIDE J -BOX FOR WIRE SPLICE TO CONTROL PANEL, SCADA EQUIPMENT AND OTHER EQUIPMENT WITH A TOTAL LOAD NOT TO EXCEED 20 AMPS. PULL BOX PROVIDED BY OTHERS AND MADE BY EISEL ENTERPRISES, INC. 1 PROVIDE 120V GFCI RECEPTACLE IN ELECTRICAL CABINET. EXISTING ® 1 PARKING (2)1-1/4"C. FOR POWER AND CONTROLS. REFER TO E2 FOR MORE INFORMATION. � 1-1/4"C. (2)#8 + (1)#10G AND 1-1/4" SPARE C. STRUCTURE �� / (2)1-1/4"C. CONDUITS TO PROVIDE POWER AND CONTROLS TO THE FLOW METER. 1 SCOPE OF WORK TO BE DONE BY OTHERS. 1 11 1-1/4"C. (2)#8, (1)#10G. AND (1)1-1/4"C. SPARE CONDUIT. i PROVIDE E -MON D -MON POWER METER CLASS 1000 TO MEASURE POWER CONSUMPTION FROM DIVERSION 1 i VAULT EQUIPMENT. 1 � 1 1 1 1 1 1 1 1 0 1 1 1 1-1/4"C. (2)#8 + (1)#10G 1 EXISTING AND 1-1/4" SPARE C. �� PARKING 1 STRUCTURE 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 � 1 1 EXISTING 120/208V 1 PANEL 'D' ON 1 SECOND FLOOR 1 � 1 J m EXISTING PULL BOX ON LEVEL TETHER POINT CD Ln OFF LEVEL PUMP LEVEL LCCONTROLLER PL ON ALARM RESET HOA oQ O 4�4 O� 10 �v �Q Q TERMINAL STRIP CONDUIT W/ (6) CONDUCTORS 120 VAC -a O ro O NOTES: O1 IN LIEU OF AN INDIVIDUAL TURN -ON FLOAT AND TURN-OFF FLOAT A SINGLE WIDE ANGLE PUMP DOWN FLOAT IS IMPLEMENTED O2 PUMP TURN ON LEVEL IS SET TO 30 INCHES FROM DIVERSION STRUCTURE FLOOR. PUMP TURN OFF LEVEL IS SET TO 9 INCHES FROM DIVERSION STRUCTURE FLOOR. O3 WIDE ANGLE FLOAT HAS A 10.5 INCH TETHER LENGTH AND IS TETHERED 19.5 INCHES FROM THE DIVERSION STRUCTURE FLOOR. REFER TO CIVIL PROFILE FOR DETAILS O4 HIGH ALARM FLOAT IS A NARROW ANGLE FLOAT WITH NORMALLY CLOSED CONTACT (PUMP -UP TYPE). REFER TO CIVIL PROFILE FOR DETAILS O5 PUMP CONTROL STRATEGY: • PUMP TURNS ON WHEN FLOAT REACHES HI LEVEL = 30 INCHES • PUMP THEN CONTINUES TO RUN UNTIL FLOAT FALLS TO LOW LEVEL = 9 INCHES. • PUMP WILL STOP AND INHIBIT FROM RUNNING IF THE LEVEL REACHES THE HIGH ALARM FLOAT ALL FLOAT TIEDOWNS AND HARDWARE SHALL BE MADE OF STAINLESS STEEL. PLAN DETAIL DIVERSION WET WELL DETAIL SCALE:1 = 4 N. T. S. -N- (I Stantec UNDER THE SUPERVISION OF: 2/28/2020 PAUL K ERICSON DATE GRAPHIC SCALE 4 0 4 12 SCALE: 1" = 4' C-8279-2 Q�OFESS ER �/ ELECTRICAL PLAN q �s` F2 �QP 02 G 0No. /3 12 /20 ;rn rn ;0� p.Om HOAG ROAD STORM DRAIN DIVERSION FD/3q sT �FCTR�G �P DESIGNED: DRAWN: GRM OF CAL ERL GRM CITY OF NEWPORT BEACH D -5399-S qTF \�0�� NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: PKE DATE: 2/28/20 PUBLIC WORKS DEPARTMENT SHEET Ell I rL I N W d O J (n O Q W S, m Q N 3 rn = o I N N O 06 m N I N Q u— = a I N U W M .� I � v a c"n U � 5 � U O v. U C c.3 1 a N IL J a >E U � c� In 5 0- o_ o � o o_ N �p z o OI 00 D cJ'1 j w a = v U O O < $ CD 00 / o � I 4-r / O ao o i g N � J � Q N 0 / O a 0- 0 c Mz O_ ~ N O of o- jLo N M O N O- 02 Of Q G7 Y N ck: o j N N Oj 0 0 N N \ 00 j N / o EXISTING FEEDER - FLAG NOTES: (2)1— PROVI CONTI METEI PROVIDE PLUGGER BOX FOR POWER TO SUMP PUMP AND FLOATS. PROVIDE WIRING AS RECOMMENDED BY MANUFACTURER. COORDINATE PROPER LOCATION IN FIELD. CABLES FOR PUMP AND FLOATS. INSTALL AS DIRECTED IN MANUFACTURER'S INSTALLATION SPECS AND DETAILS. n SUMP PUMP SYSTEM SECTION E2 SCALE: AS INDICATED EQUIPMENT AMPS 1. PUMP 4.9A 2. CONTROL PANEL 2A 3. FLOAT VALVES (TOTAL 2, FED FROM CONTROL PANEL) 0.5A (EACH) 4. SCADA EQUIPMENT 2A TOTAL 10A OWER METER I I EXISTING I NEW WALL NEW NEW M J—BOX PULLBOX PULLBOX PANEL ' D' _ r l _ r ----i — r ---i I I I NEW 1-1/4"C. NEW 1-1/4"C. (2)#8 (1)#10G (2)#8 (1)#10G L ---------- ------- TO EXISTING SCOPE OF WORK BY OTHERS DISTRIBUTION BOARD PUMP CONTROL PANEL/SCADA CABINET NEW 1-1/4"C. (2)#8 (1)#10G + 1-1/4"C. SPARE FLOW METER PUMP/(2) FLOAT 1 2 J '4"C. FOR POWER CONTROLS. REFER ;ONTROL PANEL JFACTURER'S 11REMENTS. )VABLE TRASH FE NEW 1-1/4" CNDUIT AND WIRES FROM EXISTING I ON SEC01 TO DIVER SEE 1—E1 NEW GROI MYERS CABINET MODEL#: MEUGI—ENC (57"Hx24"Wx19"D) PUMP CONTROL PANEL, REFER TO APPENDIX "C" FOR MORE INFORMATION. (SEE I SHEETS) J—BOX FOR POWER TO PUMP CONTROL PANEL AND SCADA EQUIPMENT GFCI RECEPTACLE PROVIDE FLANGE BRACING TO POWER SOURCE SPARE CONDUIT GENERAL NOTES: L LOW PROFILE WEATHERPROOF ANTENNA LIGHTING FOR GENERAL ALARM AND VALVE POSITION SCADA EQUIPMENT (BY OTHERS) (13.5"Hx12"Wx6.5"D) REFER TO APPENDIX 'F' FOR MORE INFORMATION CELL MODEM TO EQUIPMENT CONTRACTOR SHALL COORDINATE WITH SCADA VENDOR FOR SCADA DETAILS AND INSTALLATION INSTRUCTIONS. n TYPICAL CABINET AND EQUIPMENT MOUNTING DETAIL E2 SCALE: NONE TEXISTING PULL BOX �3� POWER LOADS AND PARTIAL SINGLE LINE DIAGRAM E2 SCALE: NONE � SITE POWER ROUTING E2 SCALE: NONE C-8279-2 N N cf) 0 N 0 N Q 0 ui c+a 0 IL ri cr) ch co co 0 0 a� cn 0 c m is 0 NI a) m a) IL 0 Q 2� n U U) c rn y m 0 3 ai m L 0 0 U m J iu 0 0) 0 O 2 INSTRUMENTATION CALL - OUT CONTROL FUNCTION INSTRUMENT ID XXX a NUMERIC LOOP NUMBER b (MAY INCLUDE ALPHA SUFFIX) - SEE TAG SCHEMA INSTRUMENT SYMBOL INSTRUMENT SYMBOLS XXX XXX a FIELD MOUNTED a FIELD MOUNTED b INSTRUMENT b SHARED DISPLAY/CONTROL raXXX XXX FRONT OF PANEL a CONTROL SYSTEM b INSTRUMENT b SHARED DISPLAY/CONTROL (ACCESSIBLE VIA OI / HMI) xxx xxx aa CONTROLSYSTEM MOUINSTRUMENT SHARED DISPLAY/CONTROL b WITHIN PANEL TEDb ACCESSIBLE FROM WITHIN PANEL) XXX XXX c ❑❑ ❑®®❑�INgl4 5YMW, W%MULTIPLE FUNCTIONS GENERIC SOFTWARE INTERLOCK/ CONTROL LOGIC ❑ ❑❑ INO&MALLY ACCESSIBLE TO OPERATOR) I GENERIC SOFTWARE INTERLOCK/ CONTROL LOGIC ❑ ❑F a] PIf TMWACCESSIBLE) ❑❑ REILff �ffERpl� LOGIC -sm- DATA ROUTING ARROW ON -PAGE LOGIC LINK REFERENCE CR CONTROL RELAY ALIGHTNING SURGE ARRESTOR a INSTRUMENT IDENTIFICATION / TAG NUMBER (SEE MODIFIED ISA TABLE FOR MORE INFO) b INSTRUMENT LOOP NUMBER XXX CONTROL FUNCTION XXXV PRIMARY ELECTRICAL POWER Al (e.g. 24VDC, 120VAC, 220VAC, 480VAC) NOTE1: IF INSTRUMENT POWER NOT INDICATED, REFER TO INSTRUMENT SCHEDULE FOR CONFIRMATION. 7k REFER TO SPEC SECTION 409300 (PROJECT CONTROL PHILOSOPHY) FOR DETAILS. CONTROL FUNCTION DESIGNATIONS AHC AUTO / HOLD / CLOSE OLH OFF / LOW/ HIGH AM AUTO / MANUAL 0/0 ON/OFF AS AIR SUPPLY O/R OVERRIDE BEAR BEARING OOR OUT OF RANGE CLSD CLOSED OSC OPEN/STOP/CLOSE CV CONTROL VARIABLE PID PROPORTIONAL / INTEGRAL / DERIVATIVE DEV DEVIATION POT POTENTIOMETER E -STOP EMERGENCY STOP PV PROCESS VARIABLE ETM ELAPSED TIME METER RDY READY FOR FORWARD / OFF / REVERSE R/L RAISE / LOWER HML HIGH / MID / LOW RSL RAISE / STOP / LOWER HOA HAND/OFF/AUTO RST RESET HOR HAND / OFF / REMOTE RTD RESISTANCE LEAK TEMPERATURE DETECTOR MOISTURE INTRUSION LOR SD SHUTDOWN LOCAL / OFF / REMOTE UR SEL SELECT LOCAL / REMOTE LSR SP SET POINT LOCAL / STOP / REMOTE MOA S/R START / RESET MANUAL / OFF / AUTO MN S/S START / STOP MAINTENANCE / NORMAL O/C STIR START OPEN/CLOSE OCA STP STOP OPEN/CLOSE/AUTO OL TMR TIMER OVERLOAD WIND WINDING NOTE: 1. REFER TO DRAWING GI -2 FOR ANALYTICAL INSTRUMENT DESIGNATIONS. INSTRUMENT SYMBOLS - CONT COMPUTING OR CONVERTING FUNCTIONS + COMPUTING ❑� SUMMING ❑D DERIVATIVE X" EXPONENTIAL MULTIPLYING 0 AVERAGING 0 BIAS DIVIDING 0 RATIO ® HIGH LIMITING Q SQ ROOT EXTRACTION 0 DIFFERENCE ® LOW LIMITING © PROPORTIONAL Q HIGH SELECTING © LINEARIZER f� INTEGRAL © LOW SELECTING Ix CONVERTING E VOLTAGE R RESISTANCE (ELECT) A ANALOG I CURRENT D DIGITAL B BINARY P PNEUMATIC H HYDRAULIC PLC / REMOTE 1/0 POINTS ANALOG DISCRETE DATA SIGNAL DATA SIGNAL INPUT INPUT ANALOG DISCRETE INPUT INPUT ANALOG DISCRETE DATA SIGNAL DATA SIGNAL OUTPUT OUTPUT ANALOG DISCRETE OUTPUT OUTPUT * FIELD NETWORK INTERFACE. SEE SPECIFICATION FOR MORE INFORMATION INSTRUMENTATION LINE SYMBOLOGY NEW WORK (UNSCREENED) EXISTING (SCREENED) EXISTING TO BE DEMOLISHED - - - - - - - FUTURE EQUIPMENT (DASH) C - - - - - ] VENDOR SKID LIMIT INSTRUMENT LINE DEFINITIONS (UNLESS SPECIFICALLY NOTED OTHERWISE PER DRAWING LEGEND) -0-0- DATA LINK OR SYSTEM BUS BETWEEN DEVICES ---\---t---t----<-- ELECTRIC (PULSE SIGNAL) - - - - - - ELECTRICAL SIGNAL ULTRASONIC SIGNAL -E--- HYDRAULIC SIGNAL -9-9-�9 MECHANICAL LINK PNEUMATIC SIGNAL PROCESS ✓_7y-,vAS AIR SUPPLY COMMUNICATION LINE DEFINITIONS (UNLESS SPECIFICALLY NOTED OTHERWISE PER DRAWING LEGEND) - - - - - - - UTP (CAT 5e OR CAT 6 AS NOTED) - P - P - PROFIBUS -F - F - FOUNDATION FIELD BUS - M - M - MODBUS (RS485) ----------- SINGLE MODE FIBER -iE--�E- MULTIMODE FIBER 16 VENDOR SIGNAL CABLE - D - D - DEVICENET (THIN - DROP) D D - DEVICENET (THICK - TRUNK) SIGNAL AND PROCESS OFF -PAGE CONNECTORS PROCESS OR LOGIC CONNECTION I-02 (A) TO DRAWING 1-02 PROCESS OR LOGIC CONNECTION I-02 (A) 0 -0 -0 - FROM DRAWING 1-02 PROCESS OR LOGIC CONNECTION <7-02 (A)� TO/FROM DRAWING 1-02 PROCESS OR LOGIC CONNECTION CONTINUES TO UNREPRESENTED DRAWING NOTE: REFER TO INSTRUMENTATION LINE SYMBOLOGY FOR PROCESS AND LOGIC LINESTYLE DEFINITION. ISA TABLE (MODIFIED) TYPICAL INSTRUMENT & CONTROL VALVE TAGGING FIRST LETTER T ` 0 11 CLARIFYING r ABBREVIATION SUCCEEDING LETTER(S) TYPICAL INSTRUMENT & CONTROL VALVE TAGGING 6640 -TIC -06114B - INSTRUMENT SCHEDULE (FULL TAG) TIC -06114B - P&ID (PARTIAL TAG) 6640 - - - - - PLANT ID TIC - - - - INSTRUMENT/ VALVE ID 06114- - TAG NUMBER B - SUFFIX SHEET NUMBER TAG FORMAT 6640-1-1_A- - SHEET SCHEDULE (FULL TAG) 1-1 - - - P&ID BORDER (PARTIAL TAG) 6640---- PLANT ID I--- DISCIPLINE CODE 1 - - - SHEET NUMBER A- - REVISION TAG SCHEMA TYPICAL EQUIPMENT TAG FORMAT P -06114B TYPICAL EQUIPMENT TAG FORMAT 6640 -P -06114B - EQUIPMENT SCHEDULE (FULL TAG) P -06114B - P&ID (PARTIAL TAG) 6640 - - - - - PLANT ID P - - - - EQUIPMENT ID 06114- - TAG NUMBER B- SUFFIX EQUIPMENT SKID TAG FORMAT 6640-X-017 - - SKID TAG 6640 - - - - PLANT ID X--- SKID 017- - SKID NUMBER TYPICAL VALVE TAG / SPEC FORMAT I�I I I VB -06114B - VALVE TAG TYPICAL MANUAL VALVE TAG FORMAT 6640 -VB -06114B - MANUAL VALVE SCHEDULE (FULL TAG) VB -06114B - P&ID (PARTIAL TAG) 6640- - - - - PLANT ID VB- - - - VALVE 06114 - - TAG NUMBER B - SUFFIX TIE-IN POINT TAG FORMAT 6640 -TP -0123 - SPECIFICATION NUMBER 6640- - - - PLANT ID TP - - - TIE-IN POINT 0123 - TAG NUMBER FIRST LETTER ATM SUCCEEDING LETTER(S) NO MEASURED OR INITIATING VARIABLE MODIFIER AUTO TRANSFER CONTROLLER READOUT OR PASSIVE FUNCTION OUTPUT FUNCTION MODIFIER A ANALYSIS OPERATOR INTERFACE CP ALARM TERMINAL B BURNER, COMBUSTION PC PERSONAL COMPUTER DOL DIRECT ONLINE STARTER PLC C CONDUCTIVITY FAIL CLOSED CONTROLLER CONTROL CLOSED D DENSITY DIFFERENTIAL FIBER OPTIC TRANSCEIVER NETWORK FVNR E VOLTAGE POWER DISTRIBUTION UNIT SENSOR (PRIMARY ELEMENT) RIO REMOTE 1/0 F FLOW RATE RATIO (FRACTION) REDUCED VOLTAGE SOLID - LC LOCKED CLOSED FORWARD G LCP LOCAL CONTROL PANEL RTU GAUGE, GLASS, VIEWING DEVICE LCS LOCAL CONTROL STATION H HAND LO LOCKED OPEN SSM SOLID STATE METER HIGH I CURRENT (ELECTRICAL) SHIELDED TWISTED PAIR MCC INDICATE TC THERMOCOUPLE J POWER SCAN UNINTERRUPTABLE POWER MMF MULTIMODE FIBER K TIME, TIME SCHEDULE TIME RATE OF CHANGE UTP I CONTROL STATION I FML LEVEL N/A NOT APPLICABLE LIGHT VARIABLE FREQUENCY DRIVE LOW NORMALLY CLOSED MOISTURE MOMENTARY NIC NOT IN CONTRACT MIDDLE, INTERMEDIATE N TORQUE ISOLATE ISOLATOR O ORIFICE, RESTRICTION OPEN P PRESSURE, VACUUM POINT (TEST) CONNECTION Q QUANTITY INTEGRATE, TOTALIZE R RADIATION RECORD REVERSE S SPEED, FREQUENCY SAFETY SWITCH T TEMPERATURE TRANSMIT U MULTIVARIABLE MULTIFUNCTION MULTIFUNCTION MULTIFUNCTION V VIBRATION, MECHANICAL ANALYSIS _F VALVE, DAMPER, LOUVER W WEIGHT, FORCE WELL X INTRUSION X AXIS Y EVENT, STATE, OR PRESENCE Y AXIS COMPUTE, CONVERT Z POSITION, DIMENSION Z AXIS DRIVER, ACTUATOR, FINAL CONTROL ELEMENT TYPICAL INSTRUMENT & CONTROL VALVE TAGGING FIRST LETTER T ` 0 11 CLARIFYING r ABBREVIATION SUCCEEDING LETTER(S) TYPICAL INSTRUMENT & CONTROL VALVE TAGGING 6640 -TIC -06114B - INSTRUMENT SCHEDULE (FULL TAG) TIC -06114B - P&ID (PARTIAL TAG) 6640 - - - - - PLANT ID TIC - - - - INSTRUMENT/ VALVE ID 06114- - TAG NUMBER B - SUFFIX SHEET NUMBER TAG FORMAT 6640-1-1_A- - SHEET SCHEDULE (FULL TAG) 1-1 - - - P&ID BORDER (PARTIAL TAG) 6640---- PLANT ID I--- DISCIPLINE CODE 1 - - - SHEET NUMBER A- - REVISION TAG SCHEMA TYPICAL EQUIPMENT TAG FORMAT P -06114B TYPICAL EQUIPMENT TAG FORMAT 6640 -P -06114B - EQUIPMENT SCHEDULE (FULL TAG) P -06114B - P&ID (PARTIAL TAG) 6640 - - - - - PLANT ID P - - - - EQUIPMENT ID 06114- - TAG NUMBER B- SUFFIX EQUIPMENT SKID TAG FORMAT 6640-X-017 - - SKID TAG 6640 - - - - PLANT ID X--- SKID 017- - SKID NUMBER TYPICAL VALVE TAG / SPEC FORMAT I�I I I VB -06114B - VALVE TAG TYPICAL MANUAL VALVE TAG FORMAT 6640 -VB -06114B - MANUAL VALVE SCHEDULE (FULL TAG) VB -06114B - P&ID (PARTIAL TAG) 6640- - - - - PLANT ID VB- - - - VALVE 06114 - - TAG NUMBER B - SUFFIX TIE-IN POINT TAG FORMAT 6640 -TP -0123 - SPECIFICATION NUMBER 6640- - - - PLANT ID TP - - - TIE-IN POINT 0123 - TAG NUMBER GENERAL INSTRUMENTATION NOTES 1. THE SYMBOLS AND NOMENCLATURE SHEETS ARE REPRESENTATIVE OF A GENERAL STANDARD. THEREFORE, IT SHOULD BE UNDERSTOOD THAT NOT ALL INFORMATION PRESENTED WILL BE RELEVANT TO THIS PROJECT. 2. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS REQUIRED. SYMBOLS AND NOMENCLATURE WILL BE EITHER BASED ON ISA STANDARD 5.1 -INSTRUMENTATION SYMBOLS AND IDENTIFICATION OR DEFINED ELSEWHERE IN THE P&ID SET. 3. SEE ELECTRICAL AND PROJECT GENERAL SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. 4. TO CAPTURE THE COMPLETE PROCESS CONTROL INTENT, THE P&IDS MUST TO BE REVIEWED IN CONJUNCTION WITH THE PROJECT CONTROL PHILOSOPHY (SPEC SECTION 409300), THE PROJECT 1/0 AND INSTRUMENT SCHEDULES AND OTHER SECTIONS REFERENCED HEREIN. C-8279-2 U - IL Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 DATE ,�—qROF E SS /�� WILCp�s � � •aP o2 �� N0. CS 7213 9— 0 22, \� cA,_AFI NO. I DATE I DESCRIPTION OF REVISIONS SYMBOLS AND NOMENCLATURE - I HOAG ROAD STORM DRAIN DIVERSION DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5399-S APPROVED CHECKED: DRW DATEo2127120 PUBLIC WORKS DEPARTMENT SHEET 1 ABBREVIATIONS ATM ATMOSPHERE NO NORMALLY OPEN ATC AUTO TRANSFER CONTROLLER OI OPERATOR INTERFACE CT CONTACT TIME OIT OPERATOR INTERFACE CP CONTROL PANEL TERMINAL DCS DISTRIBUTED CONTROL SYSTEM PC PERSONAL COMPUTER DOL DIRECT ONLINE STARTER PLC PROGRAMMABLE LOGIC FC FAIL CLOSED CONTROLLER FOC FIBER OPTIC CABLE PCN PLANT CONTROL FOT FIBER OPTIC TRANSCEIVER NETWORK FVNR FULL VOLTAGE NON -REVERSING PDU POWER DISTRIBUTION UNIT STARTER RIO REMOTE 1/0 HMI HUMAN MACHINE INTERFACE RVSS REDUCED VOLTAGE SOLID - LC LOCKED CLOSED STATE STARTER LCP LOCAL CONTROL PANEL RTU REMOTE TERMINAL UNIT LCS LOCAL CONTROL STATION SMF SINGLE MODE FIBER LO LOCKED OPEN SSM SOLID STATE METER LSA LIGHTNING SURGE ARRESTOR STP SHIELDED TWISTED PAIR MCC MOTOR CONTROL CENTER TC THERMOCOUPLE MCP MAIN CONTROL PANEL UPS UNINTERRUPTABLE POWER MMF MULTIMODE FIBER SUPPLY MS MOTOR STARTER UTP UNSHIELDED TWISTED PAIR MTR MOTOR VCP VENDOR CONTROL PANEL N/A NOT APPLICABLE VFD VARIABLE FREQUENCY DRIVE NC NORMALLY CLOSED VSD VARIABLE SPEED DRIVE NIC NOT IN CONTRACT GENERAL INSTRUMENTATION NOTES 1. THE SYMBOLS AND NOMENCLATURE SHEETS ARE REPRESENTATIVE OF A GENERAL STANDARD. THEREFORE, IT SHOULD BE UNDERSTOOD THAT NOT ALL INFORMATION PRESENTED WILL BE RELEVANT TO THIS PROJECT. 2. ADDITIONAL INSTRUMENTATION AND CONTROL SYMBOLS MAY BE USED AS REQUIRED. SYMBOLS AND NOMENCLATURE WILL BE EITHER BASED ON ISA STANDARD 5.1 -INSTRUMENTATION SYMBOLS AND IDENTIFICATION OR DEFINED ELSEWHERE IN THE P&ID SET. 3. SEE ELECTRICAL AND PROJECT GENERAL SHEETS FOR ADDITIONAL SYMBOLS AND ABBREVIATIONS. 4. TO CAPTURE THE COMPLETE PROCESS CONTROL INTENT, THE P&IDS MUST TO BE REVIEWED IN CONJUNCTION WITH THE PROJECT CONTROL PHILOSOPHY (SPEC SECTION 409300), THE PROJECT 1/0 AND INSTRUMENT SCHEDULES AND OTHER SECTIONS REFERENCED HEREIN. C-8279-2 U - IL Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 DATE ,�—qROF E SS /�� WILCp�s � � •aP o2 �� N0. CS 7213 9— 0 22, \� cA,_AFI NO. I DATE I DESCRIPTION OF REVISIONS SYMBOLS AND NOMENCLATURE - I HOAG ROAD STORM DRAIN DIVERSION DESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D -5399-S APPROVED CHECKED: DRW DATEo2127120 PUBLIC WORKS DEPARTMENT SHEET 1 FLOW INSTRUMENTS I LEVEL INSTRUMENTS FIT FIT FIT jj FIT LIT T � LSH A LG A N N T TM �r K K A FE I LIT K LIT FE FE FE FE °0 0 ORIFICE PLATE WITH VENA (TYP.) CONTRACT& RADIUS, OR PIPE TAPS VENTURI TUBE WITH MAGNETIC FLOWMETER Y DRAIN LEVEL TRANSMITTER, SEALED CONNECTED TO DIFFERENTIAL- (DIFFERENTIAL PRESSURE) THERMAL MASS FLOW WITH REMOTE FLOW WEIR (V -NOTCH AND LEVEL TRANSMITTER GAUGE GLASS DIFFERENTIAL PRESSURE TYPE, LEVEL TRANSMITTER LEVEL DETECTION SWITCH PRESSURE -TYPE FLOW TRANSMITTER FLOW TRANSMITTER METER TRANSMITTER RECTANGULAR TYPE) BUBBLER TYPE (EXTERNALLY CONNECTED) (MOUNTED ON TANK) PRESSURE ACTUATED FLOAT ACTUATED TYPE N FIT FIT PRESSURE OR VACUUM INSTRUMENTS LIT RADAR LIT RADAR cf) FIT FIT LSH LSH N PI PI 0 N � V Q o FE FE FE FE .. TRANSIT TIME ULTRASONIC FLOWMETER TRANSIT TIME ULTRASONIC FLOWMETER SINGLE PORT PITOT TUBE TURBINE OR PROPELLER PRESSURE GAUGE WITH PRESSURE GAUGE WITH LIQUID FILLED LEVEL TRANSMITTER LEVEL TRANSMITTER LEVEL DETECTION SWITCH LEVEL DETECTION SWITCH 00 (INLINE INSERT TYPE) (CLAMP ON TYPE) OR PITOT-VENTURI TUBE TYPE FLOW METER DIAPHRAGM SEAL ANNULAR SEAL SYSTEM NON -CONTACTING RADAR TYPE GUIDED WAVE RADAR TYPE VIBRATING FORK TYPE CONDUCTANCE TYPE FIT FIT PIT PI LIT LE ANALYTICAL INSTRUMENTS FIT XXXX LEL LOWER EXPLOSIVE LIMIT FI AIT NO3 / NO2 NITRATE / NITRITE LIT NH3/NH 4 AMMONIA / AMMONIUM FE �� D e I x I 01 D - 02 OXYGEN CONCENTRATION VARIABLE AREA FLOW INDICATOR FE VORTEX FLOW FE PADDLE WHEEL PRESSURE PRESSURE INDICATOR AE 03 OZONE > CORIOLIS FLOWMETER (ROTAMETER) --- METER FLOW METER INDICATING TRANSMITTER DIRECT -CONNECTED LEVEL TRANSMITTER ORP OXIDATION - REDUCTION POTENTIAL LEVEL TRANSMITTER CAPACITANCE TA DIELECTRIC NON -CONTACTING ULTRASONIC TYPE PC PARTICLE COUNTER POSITION INSTRUMENTS TEMPERATURE INSTRUMENTS WEIGHT INSTRUMENTS OR RF ADMITTANCE TYPE REMOTE MOUNTED Y DRAIN pH HYDROGEN ION CONCENTRATION FLOW THROUGH ANALYZING ELEMENT _ _ _ TIT WITH REMOTE TRANSMITTER SCU STREAMING CURRENT UNIT TI F LIT LIT ALK ALKALINITY SO2 SULFUR DIOXIDE TANK TANK LX ti 'ti CL2 CHLORINE CONCENTRATION TKN TOTAL KJELDAHL NITROGEN MOVM ZSC FCV ZT TE RTD WIT WE WIT WE COMB COMBUSTIBLE GAS TN TOTAL NITROGEN COND CONDUCTIVITY TOC TOTAL ORGANIC CARBON DO DISSOLVED OXYGEN TURB TURBIDITY STRAIN GAUGE CONNECTED HC HYDROCARBON TSS TOTAL SUSPENDED SOLIDS BIMETALLIC TYPE THERMOMETER, GLASS THERMOCOUPLE, RESISTANCE BULB TO SEPARATE WEIGHT LEVEL TRANSMITTER H2O2 HYDROGEN PEROXIDE UVI ULTRAVIOLET INTENSITY LIMIT SWITCH ON MOTORIZED VALVE VALVE POSITION TRANSMITTER ON THERMOMETER, OR OTHER LOCAL (RTD) OR THERMISTOR (TH) TEMPERATURE TRANSMITTER HYDRAULIC ACTUATED LEVEL TRANSMITTER RADIOACTIVE OR SONIC TYPE INDICATING CLOSED POSITION PNEUMATIC ACTUATED VALVE UNCLASSIFIED TEMPERATURE INDICATOR TRANSMITTER WITH THERMOWELL (TAG STRAIN GAUGE WE) WEIGHT TRANSMITTER HYDROSTATIC TYPE WITH INTEGRAL SENSOR H2S HYDROGEN SULFIDE UVT ULTRA VIOLET TRANSMITTANCE NETWORK AND CONTROL COMPONENTS SYMBOL LIBRARY Oo \ ® I DI 00 o•�a °o°o°o°o �Ooo 1313 � e 0000� e PANEL MOUNTED VARIABLE OPERATOR INTERFACE DESKTOP / CONSOLE WORKSTATION DUAL SCREEN WORKSTATION LAPTOP TOWER UPS PANEL UPS RACK MOUNT UPS PRINTER FREQUENCY DRIVE STARTER QD IL ch ._�■9 A p. 8 oma - - - ADD -- 1-3 ® ` \� a 0 o o• D„ p= I/O AND ® ° 00000000000000000000000 0 0 •� , „ pip A a= �uak COMM O 00000000000 000000000000 = iM00 � ... ao � CARDS AS o0000000000�0000000.,., O aS�paFu REQUIRED ® n•,•, na X000 cn 00 00 00 00 00 00 _o a DIN -RAIL MOUNTED MODULAR INDUSTRIAL FIBER AB REMOTE 1/0 CHASSIS RACK MOUNT RACK MOUNT a POWER MONITOR / MPRM ETHERNET SWITCH TRANSCEIVER (POWER SUPPLY NOT SHOWN) AB COMPACTLOGIXO PLC AB CONTROLLOGIXO PLC SIEMENS PLC RACK MOUNT SERVER KVM SWITCH DIGITAL VIDEO RECORDER (DVR) 0 m � o 0 ai �������nn������ 40 0—° i i Lil F ������ ������ �11 11 1 1Do \— 444444 444444 Q 11111 1 ❑ 4®� 0 0 0 0 0 0 °°°°° = e e ' EL RACK MOUNT 15 PORT RACK MOUNT ETHERNET SWITCH RACK MOUNT RACK MOUNT RACK MOUNT RACK MOUNT FOUNDATION FIELDBUS LEASED LINE RACK MOUNTED INDUSTRIAL v MEDIA CONVERTER CHASSIS RACK MOUNT ROUTER REDUNDANT POWER SUPPLY 24 PORT ETHERNET SWITCH NETWORK ACCESSIBLE STORAGE FIBER OPTIC PATCH PANEL FIREWALL APPLIANCE MEGABLOCKS MODEM HARDENED SWITCH co c 24 DC 3 0 0 0 r POLE OR WALL- CEILING -MOUNT METERING PUMP CONTROL VALVE ACTUATOR ACTIVE PASSIVE GAS DETECTOR YAGI ANTENNA OMNI ANTENNA SATELLITE ANTENNA LATTICE TOWER MONO -POLE TOWER MOUNT CAMERA CAMERA NETWORK SYMBOL NETWORK SYMBOL IP PHONE TERMINATOR TERMINATOR NETWORK SYMBOL >>% REV011116, co J N O C N OI O 2 C-8279-2 QROFESS/N a n ec wLC Fy SYMBOLS AND NOMENCLATURE - II W NO. CS 7213 HOAG ROAD STORM DRAIN DIVERSION UNDER THE SUPERVISION OF: 9- 0 22 9TFOF CAL�FDESIGNED: SN DRAWN: VG CITY OF NEWPORT BEACH D-5399-5 DAN HAYES R.C.E. 63132 DATE NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DRW DATE: 2/27/20 PUBLIC WORKS DEPARTMENT SHEET 12 ri M M M 00 0 0 ui c� U) 0 a c a) R_ in 0 NI a) c a) ai 0 CL 2 CL .0 co c rn .N a� U 3 ai 0 U 0 c� J a) v 0 2 Fm C? —I Q O PROCESS ABBREVIATIONS AERATION A ALUMINUM SULFATE (LIQUID ALUM) ALS AMMONIUM HYDROXIDE (AQUEOUS AMMONIA) AMH AUTOMATIC SPRINKLER RISER ASR BLEND B BALLASTED FLOCCULATION POLYMER BFP BALLASTED FLOCCULATION SOLIDS BFS BLENDED PRODUCT BP CONDENSATE C CALCIUM HYDROXIDE (HYDRATED LIME) CAH CALCIUM OXIDE (QUICKLIME) CAO CHANNEL AGITATION WATER CAW MEMBRANE CLEANING CONCENTRATE RETURN CCR CHEMICAL DRAIN CD CONDENSER WATER RETURN CDR CONDENSER WATER SUPPLY CDS CHILLED WATER RETURN CHR CHILLED WATER SUPPLY CHS CORROSION INHIBITOR CI CHLORINE (GAS OR LIQUID) CL CHLORINE SOLUTION CLS CHLORINE GAS UNDER VACUUM CLV CENTRATE CN CONDENSATE DRAIN CND CHEMICAL CONTAINMENT CP MEMBRANE CLEANING PERMEATE RETURN CPR CIRCULATED SLUDGE CSL CITRIC ACID CTA CALCIUM THIOSULFATE CTH CHLORINATOR VENT AND DETECTION CV CHEMICAL DRAIN VENT CVT COAGULATED WATER CW COOLING WATER RETURN CWR COOLING WATER SUPPLY CWS DEFOAMING CHEMICAL DC DOMESTIC COLD WATER DCW DIESEL FUEL OIL DFO DEMINERALIZED WATER DMW DECANT DN DRAIN DR DIGESTED SLUDGE DSL DOMESTIC HOT WATER RETURN DWR DOMESTIC HOT WATER SUPPLY DWS ENGINE EXHAUST EE ENGINE COOLING WATER RETURN EWR ENGINE COOLING WATER SUPPLY EWS FOUL AIR FA FILTER AIR WASH FAW FILTER BACKWASH FBW FINAL EFFLUENT FE FERRIC CHLORIDE FEC FERRIC SULFATE FES FILTER INFLUENT FI FILTERED WATER FLW FORCE MAIN FM FUEL OIL RETURN FOR FUEL OIL SUPPLY FOS FIRE PROTECTION FP FROTH FR FROTH SPRAY FS FILTER SURFACE WASHWATER FSW FILTER TO WASTE FTW FINISHED WATER FW FILTER WASTE WASHWATER FWW GRIT G GRANULAR ACTIVATED CARBON GAC GASEOUS OXYGEN GOX HYDROCHLORIC ACID HCA HYDROGEN PEROXIDE HDP HYDROFLUOSILICIC ACID HFA HEATING WATER RETURN HWR HEATING WATER SUPPLY HWS INSTRUMENT AIR IA INTERMEDIATE EFFLUENT IE LANDFILL GAS LFG LUBE OIL LO LIQUID OXYGEN LOX LIQUEFIED PETROLEUM GAS LPG LIME SLURRY LS LANDSCAPING SPRINKLER SYSTEM LSP MEMBRANE CONCENTRATE MC MEMBRANE CLEANING RETURN MCR MEMBRANE CLEANING SUPPLY MCS MEMBRANE CLEANING WASTE MCW MECHANICAL DEWATERING POLYMER MDP MEMBRANEFEED MF METHANE GAS MG MIXED LIQUOR ML MIXED LIQUOR RECYCLE MLR MEMBRANE PERMEATE MP MURIATIC ACID MRA NATURAL GAS NG NON-LEADED GASOLINE NLG OVERFLOW OF OFFGAS OG OXIDATION TOWER EFFLUENT OTE OZONE OZG OZONATED WATER OZW PLANT Al R PA POWDERED ACTIVATED CARBON PAC POLYALUMINUM CHLORIDE PCL PLANT DRAIN PDR PRIMARY EFFLUENT PE PLANT INFLUENT PI PLANT EFFLUENT PLE PLANT OVERFLOW PO ANIONIC POLYMER POA CATIONIC POLYMER POC FILTER AID POLYMER POF NONIONIC POLYMER PON THICKENER POLYMER POT PRESSURIZED RECYCLE PRR PRESSATE PRS POTASSIUM PERMANGANATE PTP POTABLE WATER PW RETURN ACTIVATED SLUDGE RAS RECLAIMED WATER REW REFRIGERANT LIQUID RFL REFRIGERANT SUCTION RFS REFRIGERANT SUCTION RSL RETURN SECONDARY SLUDGE RSS RAW WATER RW RAINWATER LEADER RWL RAINWATER LEADER OVERFLOW RWO SCUM S SAMPLE SAM PROCESS ABBREVIATIONS SUBNATANT SBN SUBNATANT OVERFLOW SBO SCAVENGER SYSTEM DISCHARGE SCV SANITARY DRAIN SD SODIUM BISULFITE SDB SODIUM HYDROXIDE (CAUSTIC SODA) SDH STORM DRAIN SDR SANITARY DRAIN VENT SDV SECONDARY EFFLUENT SE SLUDGE FILTRATE SF SULFURIC ACID SFA SLUDGE GAS SG SODIUM HYPOCHLORITE SHC SCALE INHIBITOR SI SLUDGE SL SUPERNATANT SN SAND SLURRY SND SULFUR DIOXIDE (GAS OR LIQUID) SO SULFUR DIOXIDE SOLUTION SOS SULFUR DIOXIDE GAS UNDER VACUUM SOV SPARE CHEMICAL SP SUMP PUMP DISCHARGE SPD SANITARY SEWER SS SODIUM SILICOFLUORIDE SSF STEAM STM STRUCTURE UNDERDRAIN SU STRUCTURE UNDERDRAIN COLLECTOR SUC SETTLED WATER SW SCRUBBER WATER RETURN SWR TRICKLING FILTER EFFLUENT TFE TRICKLING FILTER INFLUENT TFI TRICKLING FILTER RECYCLE TFR THICKENED SLUDGE TSL TREATED WATER TW UNDERDRAIN UD UTILITY WATER (NON -POTABLE WATER) UW VACUUM V VENT VT WASTE ACTIVATED SLUDGE WAS WASTE LUBE OIL WLO WASTE SECONDARY SLUDGE WSS HVAC -EU- AIR CONDITIONING UNIT DUCT AIR FILTER AIR HANDLING UNIT NON -MOTORIZED DAMPER M MOTORIZED DAMPER ISI DEHUMIDIFIER DUCT SMOKE DETECTOR III EVAPORATIVE COOLER HEATER 2 HVAC BOILER HVAC FAN ® VENT FAN ® HVAC LOUVER QT THERMOSTAT QSTEAM GENERATOR l UNIT HEATER mWATER HEATER AFTER COOLER VALVE ABBREVIATIONS GATE VALVE VG BALL VALVE VB BUTTERFLY VALVE VF CHECK VALVE VC DIAPHRAGM VALVE VD GLOBE VALVE VO NEEDLE VALVE VN PLUG VALVE VP SPECIALITY VALVES VX VALVES 3 WAY MULTI -PORT VALVE 4 WAY MULTI -PORT VALVE AIR VACUUM, AIR RELEASE, OR COMBINATION AIR VACUUM AND AIR RELEASE ASSEMBLY ANGLE VALVE BACK -PRESSURE VALVE BACKFLOW PREVENTER VALVE BALL VALVE `�. BUTTERFLY VALVE +-�I~ CHECK VALVE CONE VALVE DIAPHRAGM VALVE FLAP VALVE GATE VALVE — GLOBE VALVE HOSE BIBB VALVE NEEDLE VALVE —P�— PINCH VALVE PLUG VALVE PRESSURE REGULATING VALVE PRESSURE RELIEF VALVE C -d SLEEVE VALVE IT) TELESCOPING VALVE F D11% FLOAT VALVE VALVE AND GATE ACTUATORS DIAPHRAGM ACTUATOR �— E/H =ELECTROHYDRAULIC P = PNEUMATIC S = SOLENOID M MOTOR ACTUATOR PISTON ACTUATOR WEIGHT BALANCED ACTUATOR GATES [� ] SLIDE GATE [t] STOP GATE OR SHEAR GATE WASTEWATER EQUIPMENT BELT FILTER PRESS SHAFTLESS CONVEYOR SCREW CONVEYOR CENTRIFUGE GRAVITY BELT THICKENER E03=1=0 BELT CONVEYOR _4-�7 SLUDGE GRINDER PUMPS & COMPRESSORS PIPING ACCESSORIES MISCELLANEOUS SLUDGE DIAPHRAGM PUMP ANNULAR SEAL I� BRIDGE CRANE ATMOSPHERIC VENT = CALIBRATION COLUMN HORIZONTAL CENTRIFUGAL PUMP BLIND FLANGE D CONTAINER SCALE GENERIC PUMP � CAP -BREATHER CARTRIDGE FILTER CHEMICAL METERING PUMP ] CAP - SCREW/THREADED � DEMISTOR DRUM PUMP CAP - WELDED CAP -QUICK DISCONNECT � FIRE HYDRANT ROTARY GEAR PUMP GAS BOTTLE CHLORINE INJECTOR OR O CHEMICAL EDUCTOR ► SPLIT -CASE PUMP HEAT EXCHANGER -PLATE TYPE - � DIAPHRAGM SEAL I HOSE /PERISTALTIC PUMP I DRAIN HEAT EXCHANGER - STRAIGHT TYPE PLUNGER / PISTON PUMP EXPANSION CHAMBER WITH RUPTURE DISK HEAT EXCHANGER - U TUBE PROGRESSIVE CAVITY PUMP HEATER ROTARY LOBE PUMP EDUCTOR HORN FLANGED �I SUBMERSIBLE SUMP PUMP PANEL -MOUNTED HORN OR FLEXIBLE CONNECTION - BELLOWS TYPE q SUBMERSIBLE TURBINE PUMP BEACON FLAME ARRESTOR MISCELLANEOUS EQUIPMENT VERTICAL TURBINE PUMP C�FCo FLOOR CLEANOUT FCO MIXER VERTICAL CENTRIFUGAL PUMP I I FILTER HUB DRAIN O MOTOR SYMBOL INCLINED ARCHIMEDES SCREW PUMP INLINE MIXER HORIZONTAL PRESSURE VESSEL Q— PIPE MATERIAL CHANGE VERTICAL SUMP PUMP VERTICAL PRESSURE VESSEL QPULSATION DAMPENER RECIPROCATING COMPRESSOR RADIO ANTENNA REDUCER -CONCENTRIC REFRIGERATOR DRYER � ROTARY SCREW COMPRESSOR REDUCER - ECCENTRIC SAMPLE COOLER EQUIPMENT ABBREVIATIONS REMOVABLE SPOOL PIECE AUTO-BACKWASHING STRAINER AIR HANDLING UNIT AHU UNION TANK WITH CONE SHAPED ROOF AIR RELEASE VALVE ARV BACK FLOW PREVENTER BFP RUPTURE DISK TANK WITH DOME ROOF BACK PRESSURE SUSTAINING VALVE BPV BLENDING UNIT BLU BLOWER BLWSTRAINER - BASKET TYPE TANK WITH FLOATING COVER BULK STORAGE TANK BTK CARTRIDGE FILTER CF CHECK VALVE CV STRAINER - DUPLEX BASKET TYPE LIUU DU TANK, VESSEL, OR BIN CLEAN IN PLACE CIP CN DAY TANOKR DTK DEGASIFIER DG STRAINER -WYE TYPE —0— TEMPERING TANK FILTER (GENERAL) F HEATER HTR SLOPE HIGH SERVICE PUMP HSP TOTE TANK MECHANICAL EQUIPMENT (GENERAL) ME MIXER MX TRAP MOTOR OPERATOR VALVE MOV o WATER LEVEL PNEUMATIC OPERATOR VALVE POV PRESSURE REDUCING VALVE PRV OR �\Wco 0 PRESSURE SAFETY VALVE PSV WWALL CLEANOUT GENERATOR PUMP (GENERAL) P RUPTURE DISK RD SAMPLE PUMP SP SAND SEPARATOR SSTP TIE-IN POINT BLOWERS SLIDE GATE SG SOLENOID OPERATOR VALVE SOV TANK TK AERATOR TRANSFER PUMP TP REFERENCE SYMBOLS VALVE (MANUAL) V (O �� BLOWER STANDARD DETAIL IDENTIFICATION DETAIL NUMBER O POSITIVE DISPLACEMENT BLOWER DETAIL C-302 SUB TITLE C-302 SINGLE STAGE CENTRIFUGAL BLOWER STANDARD DETAILS ARE LOCATED ON DISCIPLINE GENERAL SHEETS, IN NUMERICAL ORDER Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 DATE C-8279-2 ��tOF E SS wlutcoSot �.��2 SYMBOLS AND NOMENCLATURE - III LD NO. CS 722 22 9- ► HOAG ROAD STORM DRAIN DIVERSION . 0 � OF CA1 ��`DESIGNED: SN DRAWN: VO CITY OF NEWPORT BEACH D -5399—S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DRW DATE02127120 PUBLIC WORKS DEPARTMENT SHEET 13 N cy r� C> N C7 N 1y Q m 0 0 a v co a) w D co77 co co co cc O O cn O a a� a io 0 NI N C 0] CL n.rl =1 a U cn C O w 0 U A _CD m L 0 v U 0 m J m C O �I fl T miy- DIVERSION PUMP ETM KQI IN TOTAL OF PANEL ON LOW START STOP 2001 /1 IN FAULT FLOW FLOW INTRUSION BATTERY BATTERY FAULT ajZHSYYL ZI YA �LI:�/LA4A: HH �FI�FQ�ALL ZI YL YL YA 200A 200B 200A 200 200 200 200 200 200 200 200 200 201 201A 201B 201 Lo�_o_ O O �O 0� T/ O O T/0 O HMI T I I I I B PLC -200 FIELD r� EXISTING CITY RCP OMNI O ANTENNA O PLC -200 CONTROL PANEL HOA ON HS O SHUTDOWN I-4 0- G FROM RESET OLD NEWPORT 0 STROM DETECTION LCP-200 o c c c mS S TL ZL A�] 200A 200B 200A 200 200 Z� Z� Z� y y I HOA ON HS YL 200 G FAULT RESET YA ' — O HMS 200/ O Off 20l , R Y I LCP-200 T I PUMP CONTROL PANEL i I I I I I I I I I I I I I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 LT I ZL L L A 200 200 201 201A 201B 201 I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 ' I ' I I I I 1 I I I L UPS -201 J O PLC -200 CONTROL PANEL Q SHEET KEYNOTES DIVERSION WETWELL Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 DATE I OPLC -200 FIELD C-8279-2 IVL �F� CULVERT DIVERSION MID r pP s0- f ,-D, N0. CS 7213 HOAG ROAD STORM DRAIN DIVERSION 9- 0 22 DESIGNED: DRAWN: T grFO- CAL�FSN VG CITY OF NEWPORT BEACH D -5399-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DRW DATE: 2/27/20 PUBLIC WORKS DEPARTMENT SHEET 14 A. PUMP VENDOR FURNISHED AND CONFIGURED NEMA 4X, 316SS PUMP CONTROL PANEL. CONTRACTOR INSTALLED. B. OWNER FURNISHED PROGRAMMED AND TESTED NEMA 4X, 316SS CONTROL PANEL. CONTRACTOR INSTALLED. C. 24VDC POWER FROM PLC -100 CONTROL PANEL. HMI D. OWNER FURNISHED, INSTALLED AND CONFIGURED ANTENNA. E. PUMP SHALL START / STOP AUTOMATICALLY BASED ON WIDE-ANGLE LSH FLOAT WHEN PLACE IN AUTO AND SHALL RUN CONTINUOUSLY WHEN IN HAND MODE. HIGH -HIGH FLOAT SHALL OVERRIDE SHUTDOWN THE PUMP. F. LOW FLOW ALARM GENERATED IF PUMP RUNNING AND FLOW IS DETECTED (AFTER AN ADJUSTABLE DELAY) BELOW AN OPERATOR ADJUSTABLE LOW FLOW SETPOINT. DIVERSION WETWELL Stantec UNDER THE SUPERVISION OF: DAN HAYES R.C.E. 63132 DATE I OPLC -200 FIELD C-8279-2 IVL �F� CULVERT DIVERSION MID r pP s0- f ,-D, N0. CS 7213 HOAG ROAD STORM DRAIN DIVERSION 9- 0 22 DESIGNED: DRAWN: T grFO- CAL�FSN VG CITY OF NEWPORT BEACH D -5399-S NO. DATE DESCRIPTION OF REVISIONS APPROVED CHECKED: DRW DATE: 2/27/20 PUBLIC WORKS DEPARTMENT SHEET 14 3 Q T 0 0 0 N r 0) V) M 00 0 O 0 L 0 3 3 CL 0 00 N N 0 0 0 0 1000 1001 1002 1003 1004 1005 1006 1007 1008 1009 1010 1011 1012 1013 1014 1015 1016 1017 1018 1019 1020 1021 1022 1023 1024 1025 1026 1027 1028 1029 1030 1031 1032 LOCATION LEGEND Q FIELD ❑2 LCP n3 NOT USED ® NOT USED ❑5 PLC CB 1 -1 M1 OUS STATUS STATUS TO PLC TO PLC PUMP CONTROL PANEL LCP-200 1061 1033 1066 1095 1034 1067 M1 MOTOR 1035 1068 (TIMING RANGE AS INDICATED) 1036 1069 1037 1070 NORMALLY OPEN CONTACT 1038 1071 XXXX 1039 1072 NORMALLY CLOSED CONTACT LINE REFERENCE 1040 1073 MP RUN 1041 1074 )1, 1002, 1003 LEGEND SHOWN ON SCHEMATIC DRAWINGS 10 ALL DEVICES ARE LOCATED IN THE MCC UNLESS INDICATED OTHERWISE 1042 1075 MP ON 1043 1076 NORMALLY OPEN 1044 1077 1045 1078 1046 1079 )NTROL RELAY 1047 1080 MP OVERTEMP NORMALLY CLOSED PUSHBUTTON )8, 1018 GROUND CONNECTION 1048 1081 )NTROL RELAY 1049 1082 MP SEAL FAIL ® FUSE )8,1019 1050 1083 1051 1084 MP FAIL 21 1052 1085 1053 1086 1054 1087 1055 1088 JILT 1056 1089 1057 1090 1058 1091 15,1017 1059 1092 1060 1093 1061 1094 1062 1095 1063 1096 1064 1097 1065 1098 1099 (N Stantec UNDER THE SUPERVISION OF: 02/28/2020 DATE QROFESS/ �ftco�,s F� o� Z N0. CS 7213 m * Exp. 9-30-22 ��qTF OF- CAL SYMBOLS 0 L i,. R THREE - POSITION SELECTOR SWITCH O FLOAT LEVEL SWITCH CLOSE ON RISING LEVEL C-8279-2 CONTROL SCHEMATIC HOAG ROAD STORM DRAIN DIVERSION DESIGNED: E W/DJH DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S NO. DATE DESCRIPTION OF REVISIONS APPR=OVED DJH DATE:02/28/20 PUBLIC WORKS DEPARTMENT SHEET 15 CONTROL RELAY OR COIL O X =DEVICE CR CONTROL RELAY TD TIME DELAY RELAY (TIMING RANGE AS INDICATED) M MOTOR STARTER PC PHOTOCELL NORMALLY OPEN CONTACT NORMALLY CLOSED CONTACT XXXX NORMALLY OPEN CONTACT LINE REFERENCE XXXX NORMALLY CLOSED CONTACT LINE REFERENCE :0-0PILOT LIGHT (PUSH -TO -TEST) O X = LENS COLOR (SEE ABOVE) LOCATION SYMBOL LEGEND SHOWN ON SCHEMATIC DRAWINGS ALL DEVICES ARE LOCATED IN THE MCC UNLESS INDICATED OTHERWISE �i DIGITAL INPUT TO PLC/RTU/DCS DIGITAL OUTPUT FROM PLC/RTU/DCS NORMALLY OPEN DIGITAL OUTPUT FROM PLC/RTU/DCS NORMALLY CLOSED START I NORMALLY OPEN PUSHBUTTON O O STOP NORMALLY CLOSED PUSHBUTTON GROUND CONNECTION CROSSING OF CONDUCTORS - NOT CONNECTED CROSSING OFCONDUCTORS- CONNECTED ® FUSE C-8279-2 CONTROL SCHEMATIC HOAG ROAD STORM DRAIN DIVERSION DESIGNED: E W/DJH DRAWN: EJW CITY OF NEWPORT BEACH D -5399-S NO. DATE DESCRIPTION OF REVISIONS APPR=OVED DJH DATE:02/28/20 PUBLIC WORKS DEPARTMENT SHEET 15 P_ Q N C6 0 0 N O TRAFFIC CONTROL GENERAL NOTES: 1. ALL TRAFFIC CONTROL WORK FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF: • THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CA MUTCD), • WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL), • ALL O.S.H.A. REQUIREMENTS. 2. NO WORK IS PERMITTED ON SUNDAYS OR HOLIDAYS UNLESS APPROVED BY ENGINEER. 3. DURING NON—WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAYS LANES SHALL BE RETURNED TO THEIR FULL TRAFFIC USAGE ON THE SAME DAY BY PLATING OR BACKFILLING THE OPEN TRENCHES, AND CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES USED FOR TRAFFIC CONTROL OR DETOUR. 4. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE ACCESS POINT TO ALL ADJACENT PROPERTIES AND FIRE HYDRANTS. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE. SIGN LEGEND C9A lSIDEWALK z CLOSED ,LANE END CLOSED ROAD WORK C30(CA) SIDEWALK CLOSED AHEAD CROSS HERE DETOUR G20-2 M4-9b(RT/LT) (30" X 24") ROAD ONE LANE WORK ROAD AHEAD AHEAD, 6. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO \ \\ \ R9-9 R9-1 1 a(LT/RT) v COMMENCING CONSTRUCTION. (24" X 12") (24" X 12") W20-1 W20-4 7. ALL TUBULAR DELINEATORS SHALL BE 36" MINIMUM HEIGHT AND CONES SHALL BE 28" MINIMUM HEIGHT AND SHALL INCLUDE 6" AND 4" HIGH INTENSITY REFLECTORIZED SLEEVES, RESPECTIVELY. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL RESTORE ANY AND ALL STRIPING, PAVEMENT MARKINGS, AND TRAFFIC SIGNAL LOOPS DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER. 10. ARROW BOARDS SHALL BE USED ON ANY LANE CLOSURES ON ARTERIAL STREETS. 11. THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES WITH AT LEAST ONE LANE OPEN EACH DIRECTION DURING CONSTRUCTION. 12. THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC DURING CONSTRUCTION BY KEEPING AT LEAST ONE SIDEWALK OPEN AT ALL TIMES. 13. ANY UNANTICIPATED DAMAGES TO THE TRAFFIC SIGNAL INTERCONNECT CONDUIT, INTERCONNECT CABLE, OR DETECTION LOOP SYSTEM DURING OPERATIONS OF THIS PERMIT SHALL BE REPLACED WITHIN 72 HOURS TO THE SATISFACTION OF THE CITY INSPECTOR. 14. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 15. THE CONTRACTOR SHALL TELEPHONE THE CITY OF NEWPORT BEACH INSPECTION AT LEAST TWO WORKING DAYS (48 HOURS) PRIOR TO STARTING TRAFFIC CONTROL IMPLEMENTATION. 16. A SIDEWALK CLOSURE WITHIN THE CONSTRUCTION ZONE LIMITS SHALL BE REVIEWED AND APPROVED BY ENGINEER. �A t M4-9b(RT) C9A 12'J c........� +=+ MIN. �� R9-1 1 9-11 a(LT) Ew1 • y'D � Rg_11a �g P HOAGflOAD R9-11 a(RT) 0 o� i • LEGEND • PORTABLE DELINEATOR (28" MIN.) CONSTRUCTION AREA/STAGING AREA C30(CA)I TYPE II BARRICADE WITH SIGN MOUNTED ON BARRICADE (IF SHOWN) SANTA ANA AVE DIRECTION OF TRAVEL (NOT STRIPED) 4= EXISTING PAVEMENT MARKING/ARROW ❑E EXISTING ROADWAY SIGN OF TYPE INDICATED 0 EXISTING SIGN POST ® FLASHING ARROW BOARD FLAGGER Lro "F�' , Clow)] GRAPHIC SCALE 20 0 20 40 80 ( IN FEET ) 1 inch = 20 ft. C-8279-2