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C-3411 - Irvine Avenue from University Avenue to Bristol Street Water and Sewer Main Replacement
CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK LaVonne M. Harkess, MMC April 25, 2007 W. A. Rasic Construction Company, Inc. 7314 Scout Avenue Bell Gardens, CA 90201 Subject: Irvine Avenue from University to Bristol Street Water and Sewer Main Replacement (C -3411) To Whom It May Concern: On April 25, 2006, the City Council of Newport Beach accepted the work of the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 35 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 Labor.& Materials Bond was. released on June 7, 2006. The Surety for the contract is Safeco Insurance .Company of America, and the bond number is 6283961. Enclosed is the Faithful Performance Bond. Sincerely, ncer LaVonne M. Harkless, MMC City Clerk cc: Public Works Department R. Gunther, P.E. enclosure 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us This bona 'as issued in (4) four identica. Ounterparts THE FINA4 voulU A is CITY OF NEWPORT BEACH pReflc NF .,PRIce PUBLIC WORKS DEPARTMENT FINAL IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 BOND NO. 6283961 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $23,547.00- - being at the rate of $9.59 per thousand of the Contract price. WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted, awarded to W.A. Rasic Construction Company, Inc:, hereinafter designated as the "Principal ", a contract for construction of IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT, Contract No. C -3411 in the City of Newport Beach, in strict conformity With the. plans, drawings, specifications, and other Contract Documents maintained in the Public Works Department of the City of Newport Beach, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute Contract No. C -3411 and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract; NOW, THEREFORE, we, the Principal, and Safeco Insurance Company of America , duty 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 Two Million, Four Hundred Fifty- Seven, Sixty-Seven and 00 /100 Dollars ($2,457,067.00) 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 Gty 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. IU 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 the City, only in the event the 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 onto the work to be performed thereunder or to the specifications accompanying the same 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 the 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. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 27th day of October 2004.. W.A. Rasic Construction Company, Inc. (Principal) Safeco Insurance Company of America Name of Surety 330 N. Brand Blvd., Suite 1000 Glendale, CA 91203 Address of Surety (818) 956 -4242 Telephone Authorized Signature/TAle Peter L. Rasic President Authorized Age Pogrure Daniel Huckabay, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED 27 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT CALIFORNIA State of LOS ANGELES County of OCTOBER 28, 2004 On DATE before me, personally appeared PETER L. RASIC ZORKITA PASCHALL, Notary Public NAME, TITLE OF OFFICER - E.G..'JANE DOE, NOTARY PUBLIC NAMES) OF MNENS) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(4 whose name(s)- Js /afe subscribed to the within instrument and ac- knowledged to me that he/sheAh" executed ZOO° "FO the same in hisiherfth-atr authorized ComnYplon * t+lb�ti7� Noayp wc- camwft capacity(-ies), and that by his /hetft -eir fM,,,, signatureW on the instrument the person), or the entity upon behalf of which the person(o acted, executed the instrument. WITNESS my hand and official seal. 011dyj D SIGNATUR& OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL EL CORPORATE OFFICER PRESIDENT TRLE(3) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAWCONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSONS) OR ENTnY(IES) W.A. RASIC CONSTRUCTION CO., INC. FAITHFUL PERFORMANCE BOND TITLE OR TYPE OF DOCUMENT TWO NUMBER OF PAGES OCTOBER 27, 2004 DATE OF DOCUMENT SAFECO INSURANCE CO. OF AMERICA SIGNER(S) OTHER THAN NAMED ABOVE CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of Orange On 10/27/04 before me, Arturo Ayala Notary Public Date Name, Title of Officer — E.G. "Jane floe, NOTARY PUBLIC" personally appeared Daniel Hudcabay NAME(S) OF SIGNER(S) x❑ personally known to me - OR - ❑ 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/herttheir authorized capacity(ies), and that by his/hedtheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES y d and o cial seal SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Faithful Performance Bond TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED TWO ❑ GENERAL NUMBER OF PAGES ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) 10/27/04 ❑ GUARDIAN /CONSERVATOR DATE OF DOCUMENT ❑ OTHER: SIGNER(S) OTHER THAN NAMED ABOVE SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) 1133 SAFECa POWER OF ATTORNEY KNOW ALL BY THESE PRESENT& J No. 6283961 SAFECO MURANCE COMPANY OF AMEPJCA GENERAL INSURANCE COMPANY OF AMERICA ROME OFFICE: SAFECO PLAZA SEATTLE. WASt9NGTON 98185 No. 13077 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint p p++a.* a- +rs..........ww..ww....ARTURO AYALA; DANIEL HUCKABAYI DONALD ROOP. Orange. Califemna ' " ""wa***r*caaw*.wr...... a As true and lawful aacmeAsHn- fad, with (WI authority to execute on as behalf fldetlly and surety bonds or undertakings and other documents of a ebWlar character Issued In the course of Its business. and to bind 0* respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents thN 27th day of April 2004 P r 00, CHRISTINE MEAD, SECRETARY MIKE MCGAVICK. PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'PAIde V. Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vie PreaWent, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety opoWions, shah each have autority to appoint i ntviduals as atbmeys -Yin -fad or under order appropriate Was with authority to execute On behalf Of the company fidelity and surety bonds and crier doc rnerda of s1mW character issued by the OompenY In the course Of Its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any khabument conf9m1V such authority or on any bond or underfakkhp of the company. the seal. or a facsimile thereof, may be Urpressed Or affixed or in any other manner reproducOC provided. however. that the seat shell not be necessary to the validity of any such instrument w wWedeking.' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28. 1970. 'On any owls kale executed by the Secretary or an assistant secretary of the Company setNg out (I) The provisions of Article V, Section 13 of the By -Laws, and (1) A copy at the powar-of- aUOmay appointment, executed pursuant thereto. and (iti1 Certifying Net said powercfwtanney appointment is In full force and atec, to sip athus of the certifying officer may be by tomlm8a. and the well of the Company may be a facsimile Nerecf.' 1, Christine Mead. Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby tarty that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these coMomfloms, and Of a Power Of Attorney issued pursuam thereto, are rue and correct, and Non both the By -Laws. the Resolution and the Power d At emey are sO in full force and effect. IN WITNESS WHEREOF. I have hereunto act my hand and afllred the facatn" seal of said Corporation this 27th E1111tNE SEA] day of October CHRISTINE MEAD, SECRETARY 2004 S-09741SAEF =1 pA rpMOered trsdemam d SAFECO C&POU1 M 04W120a4 POF CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK LaVonne M. Harkless, MMC June 7, 2006 W. A. Rasic Construction Company, Inc. 7314 Scout Avenue Bell Gardens, CA 90201 Subject: Irvine Avenue from University to Bristol Street Water and Sewer Main Replacement (C -3411) To Whom It May Concern: On April 25, 2006, the City Council of Newport Beach accepted the work of the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 35 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 May 3, 2006, Reference No. 2006000298638. The Surety for the contract is Safeco Insurance Company of America, and the bond number is 6283961. Enclosed is the Labor & Materials Payment Bond. Sincerely, `oc�6yuf.. '02/.� LaVonne M. Harkless, MMC City Clerk cc: Public Works Department R. Gunther, P.E. encl. 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us This b* was issued in (4) four identict counterparts THE FINAL PREMIUIM IS CITY OF NEWPORT BEACH pREDICATED ON THE PUBLIC WORKS DEPARTMENT FINAL CONTRACT PRICE IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 BOND NO. 6283961 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City Council of the City of Newport Beach, State of Califomia, by motion adopted, has awarded to W.A. Rasic Construction Company, Inc., hereinafter designated as the "Phncipat," a contract for construction of IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT, Contract No. C -3411 in the City of Newport Beach, in strict conformity with the plans, drawings, specifications and other Contract Documents in the office of the Public Works Department of the City of Newport Beach, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or. is,about to execute Contract. No. C -3411 and-the terms thereof require the fumishing 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: NOW, THEREFORE, We the undersigned Principal, and, Safeco Insurance Company of America duly authorized to transact business under the laws of the State of Califomia, as Surety, (referred to herein as "Surety") are held firmly bound unto the City of Newport Beach, in the sum of Two Million, Four Hundred Fifty- Seven, Sixty-Seven and 001100 Dollars ($2,457,067.00) 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 attomey's fee, to be fixed by the Court as required by the provisions of Section 3250 of the Civil Code of the State of California. 24 0 • The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 3181 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 3247 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 or the specifications accompanying the same 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. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 27th day of October '2004. J� W.A. Rasic Construction Co., Inc. i onzed Signature/Title Peter L. Rasic (Principal) 0 President Safeco Insurance Company of America Name of Surety 330 N. Brand Blvd., Suite 1000 Glendale, CA 91203 Address of Surety (818) 956 -4242 Telephone Authorized Agent Daniel Nuckabay, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED 25 CALIFORNIA ALL- PURPOSEICKNOWLEDGMENT 0 CALIFORNIA State of LOS ANGELES County of OCTOBER 28, 2004 On ()ATE before me, personally appeared PETER L. RASIC ZORKITA PASCHALL, Notary Public NAME, TITLE OF OFFICER - E.G..'JANE DOE, NOTARY PUBLIC' NAME(S) OF SIGNER(S) Akpersonally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(sywhose name(*.is /afe subscribed to the within instrument and ac- CWM* on *14[iad7ti knowledged to me that he /sheAhey executed rtoftyN14 - the same in his /ht7ftheir authorized � �acr capacity(ies}, and that by his /heN�#eir signature(s) on the instrument the person(.$'), or the entity upon behalf of which the person(of acted, executed the instrument. WITNESS my hand and official seal. I-A-0 0mvii SIGNATi4E OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL CORPORATE OFFICER PRESIDENT TmEST ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAWCONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(ES) W.A. BASIC CONSTRUCTION CO., INC. DESCRIPTION OF ATTACHED DOCUMENT LABOR AND MATERIALS PAYMENT TITLE OR TYPE OF DOCUMENT TWO NUMBER OF PAGES OCTOBER 27, 2004 DATE OF DOCUMENT SAFECO INSURANCE CO. OF AMERICA SIGNER(S) OTHER THAN NAMED ABOVE 0 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of Orange On 10127/04 before me, Arturo Ayala Notary Public Date Name, Title of Officer — E.G. "Jane Doe, NOTARY PUBLIC' personally appeared Daniel Huckabay NAME(S) OF SIGNER(S) Q personally known to me - OR - ❑ 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 . -- ^r�°✓ his/her/their signature(s) on the instrument t. - the person(s), or the entity upon behalf of A. '..t, which the person(s) acted, executed the . .. . instrument. WITNESS my ha and official seal SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Labor and Materials Payment Bond TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED Two ❑ GENERAL NUMBER OF PAGES ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) 10/27/04 ❑ GUARDIAN /CONSERVATOR DATE OF DOCUMENT ❑ OTHER: SIGNER(S) OTHER THAN NAMED ABOVE SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) This bons issued in (4) four identica *unterparts THEF114&LQREMN10f. CITY OF NEWPORT BEACH pRE0JCA,T ACT PFt1cE PUBLIC WORKS DEPARTMENT FIt1AL IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 BOND N0. 6283961 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $23,547.00- - being at the rate of $9.59 per thousand of the Contract price. WHEREAS, the City Council of the City of Newport Beach, State of California, by motion adopted, awarded to W.A. Rasic Construction Company, Inc., hereinafter designated as the "Principal", a contract for construction of IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT, Contract No. C -3411 in the City of Newport Beach, in strict conformity With the, plans, drawings, specifications, and other Contract Documents maintained in the Public Works Department of the City of Newport Beach, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute Contract No. C -3411 and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract; NOW, THEREFORE, we, the Principal, and Safeco Insurance company of America , 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 Two Million, Four Hundred Fifty- Seven, Sixty -Seven and 00 /100 Dollars ($2,457,067.00) 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. 26 • i 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 the City, only in the. event the 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 onto the work to be performed thereunder or to the specifications accompanying the same 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 the 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. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 27th day of October 2004. W.A. Rasic Construction Company, Inc. (Principal) Safeco Insurance Company of America Name of Surety 330 N. Brand Blvd., Suite 1000 Glendale, CA 91203 Address of Surety (818) 956 -4242 Telephone Authorized Signature/Title Peter L. Rasic C President Authorized Agent S' ure Daniel Huckabay, Attorney -in -Fact Print Name and Title NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED 27 0 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT CALIFORNIA State of LOS ANGELES County of On OCTOBER 28, 2004 DATE before me, personally appeared PETER L. RASIC • ZORKITA PASCHALL, Notary Public NAME, TITLE OF OFFICER - E.G..'JANE DOE, NOTARY PUBLIC NAMES) OF SIGNER(S) 19personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(,s'f whose name(wyis /efe subscribed to the within instrument and ac- knowledged to me that he /sheftliey executed Z011111= the same in his /frer/th�fr authorized _ CarnrnitYan lr uaae» ►blaryNNw- cwmwft capacity0e-9), and that by his /t+.r sir signature�O on the instrument the persons), or the entity upon behalf of which the person(} acted, executed the instrument. WITNESS my hand and official seal. I��ld a D SIGNATURIlOFINOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL �L CORPORATE OFFICER PRESIDENT TITE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIANICONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) W.A. RASIC CONSTRUCTION CO., INC. FAITHFUL PERFORMANCE BOND TITLE OR TYPE OF DOCUMENT TWO NUMBER OF PAGES OCTOBER 27, 2004 DATE OF DOCUMENT SAFECO INSURANCE CO. OF AMERICA SIGNER(S) OTHER THAN NAMED ABOVE 0 CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT 0 State of California County of orange On I00iO4 before me, Arturo Ayala Notary Public Date Name, Title of Officer — E.G. "Jane Doe, NOTARY PUBUC" personally appeared Daniel Huckabay NAME(S) OF SIGNER(S) 0 personally known to me - OR - ❑ 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 /herttheir 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. Y WITNES y d and cial seal SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Faithful Performance Bond TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED TWO ❑ GENERAL NUMBER OF PAGES ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) I=7I04 ❑ GUARDIAN /CONSERVATOR DATE OF DOCUMENT ❑ OTHER: SIGNER(S) OTHER THAN NAMED ABOVE SIGNER IS REPRESENTING: NAME OF PERSONS) OR ENTITY(IES) • 0 No.6283961 POWER ECO AMERICA S A F E G a GE NERAL INSURANCE COMPANY OF AMERIC A OF ATTORNEY NOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 68186 No. 13077 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a WashlrOcn corporation, does each hereby appoint ...... �.• ...u•sowu.».rtr*'o.*sc...... ARTURO AYALA; DANIEL HUCKABAY: DONALD ROOF, Orange. cattlfgnlaw ........ tw........ * ...... s�n����� its hue and lawful aaomey(e)-in -fact, with fat aWhomy to execute on its behalf fidelity and surety bonds or undenlakings and When documents of a WNlar Character Issued In the course W Us business, and to bind the respective company Eby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each exe, led and attested these presents this 27th day W April 2004 CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT CERTIFICATE Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA NO of GENERAL INSURANCE COMPANY OF AMERICA' 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the Presidem, any Via President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer i charge of surety operations. &hall each have audw ft to appoint individuals as attorneys- in-fact or under other appropriate 1:10ea with authority to execute on behalf W the company fdetity and surety bonds and otter documents W similar character issued by the company in me course of its business... On any instrhxnent making or avidenci g such appointment, the signatures may be affixed by fecalmils. On any Instrument Cor"fring such aut h0ft or on any bond or undertaking of Me company. the seat, or a fac unite thereof, may be impressed or affixed of In any otter manner nOmduced: Provided, howevhar, that tie seat shelf net be necessary to She validity W any such Instrument or hsdedak rg.' Extract from a Resolution of the Board W Directors W SAFECO INSURANCE COMPANY OF AMERICA and W GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, f 570. 'On arty cerUStdte exeadad by the Secretary or an aeakdent secretary W the Company setting out. (t) The provisions of Article V. Section 13 of the By -Lows, and (U) A copy W tie powenof- aaaney appCinlmant. executed pursuant thereto. and (gin) Certifying that said powerof-atemey appointment is In full iron and eRed, the signature of the cxsyi g officer may be by facsimile, and the seal W the Company may be a facsimile thereof.' 1, Christie Mead, Secretary W SAFECO INSURANCE COMPANY OF AMERICA and W GENERAL INSURANCE COMPANY OF AMERICA, do hereby celdy Mat the foregoing extracts W Se By-Lam and of a Resolution W the Board W Directors W these corporations, and of a Power W Attorney Issued Pursuant thereto, are true and tuned, and that both the By -Laws. the Resolution and the Power W Atlomey, are did In tug force and effect. IN WITNESS WHEREOF. I have hereunto set my hand and affixed the facalmile seal of said corporation this 27th S-08741SAEF 2101 day W October CHRISTINE MEAD. SECRETARY 2004 ®A registered tmdmlSrk Of SAFECO Corporation 042799 POP rI RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 0 Recorded in official Records, Orange County Tom Daly, Clerk- Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIINO FEE 200600029863811:11 am 05103106 213 148 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 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, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and W. A. Rasic Construction Company, Inc., of Bell Gardens, California, as Contractor, entered into a Contract on October 27, 2004. Said Contract set forth certain improvements, as follows: Irvine Avenue from University to Bristol Street Water and Sewer Main Replacement (C -3411) Work on said Contract was completed on February 24, 2006, and was found to be acceptable on April 25, 2006, by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is Safeco Insurance Company of America. �O 0 `• 1 • cc ' N W V 9 /W/ X X, or U J < U W By A t: tu Ic Works Director Ity of Newport Beach i3e 1 W U_z W C) VERIFICATION � U} I certify, A& penalty of perjury, that the foregoing is true knowledge. and correct to the best of my Executed on (.0 ar2� a� at Newport Beach, California. X, CITY OF NEWPORT BEACH OFFICE OF THE CITY CLERK LaVonne M. Harkless, MMC April 26, 2006 Orange County Recorder P. O. Box 238 Santa Ana, CA 92702 RE: Notices of Completion (C -3411 & C -3764) Please record the enclosed documents and return them to the City Clerk's Office. Thank you. Sincerely, rog memo, �� LaVonne M. Harkless, MMC City Clerk Enclosure 3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915 Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 3300 Newport Boulevard Newport Beach, CA 92663 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, Newport Beach, California, 92663, as Owner, and W. A. Rasic Construction Company, Inc., of Bell Gardens, California, as Contractor, entered into a Contract on October 27. 2004. Said Contract set forth certain improvements, as follows: Irvine Avenue from University to Bristol Street Water and Sewer Main Replacement (C -3411) Work on said Contract was completed on February 24. 2006, and was found to be acceptable on April 25. 2006, by the City Council. Title to said property is vested in the Owner, and the Surety for said Contract is Safeco Insurance Company of America. tic Works Director 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 _ a�P� °Z �° at Newport Beach, California. BY 4� .� = u .! City Clerk 4 • CITY OF NEWPORT BEACH CITY CLERK NOTICE INVITING BIDS Sealed bids may be received at the office of the City Clerk, 3300 Newport Boulevard, Newport Beach, CA 92663 until 2:00 p.m. on the 12th day of October 2004, at which time such bids shall be opened and read for IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT Title of Project Contract No. C -3411 $3,000,000 Engineer's Estimate phen G. Badum is Works Director BIDDER'S LIST AVAILABLE ON CITY WEBSITE: http://www.city.newport beach.ca. us /obwbidlist/default.as o Click: Online Services — Public Works Bid List Prospective bidders may obtain one set of bid documents for $ 40.00 at the office of the Public Works Department, 3300 Newport Boulevard, Newport Beach, CA 92663 Contractor License Classification(s) required for this project: "A" For further information, call Michael J. Sinacori, Project Manager at (949) 644 -3342 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 TABLE OF CONTENTS NOTICE INVITING BIDS .......................................................... ............................... Cover INSTRUCTIONS TO BIDDERS ..........................:............................. ..............................1 BIDDER'S BOND ............................................................................... ..............................3 DESIGNATION OF SUBCONTRACTOR(S). ................................................................... 4 TECHNICAL ABILITY AND EXPERIENCE REFERENCES .............. ..............................5 NON - COLLUSION AFFIDAVIT ......................................................... .............................11 DESIGNATION OF SURETIES ........................................................ .............................12 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL.. 13 ACKNOWLEDGEMENT OF ADDENDA ........................................... .............................15 INFORMATON REQUIRED OF BIDDER ......................................... .............................16 NOTICE TO SUCCESSFUL BIDDER .............................................. .............................19 CONTRACT..................................................................................... .............................20 LABOR AND MATERIALS BOND .................................................... .............................26 FAITHFUL PERFORMANCE BOND ................................................ .............................28 PROPOSAL.................................................................................... ...........................PR -1 SPECIAL PROVISIONS ................................................................. ...........................SP -1 APPENDIX A /_1517 W APPENDIX C • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 INSTRUCTIONS TO BIDDERS The following documents shall be completed, executed and received by the City Clerk in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND DESIGNATION OF SUBCONTRACTORS CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON - COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL 2. 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. 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. Bidders' security shall be returned to unsuccessful bidders within a reasonable time not to exceed 60 calendar days after the successful bidder has signed the Contract. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 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. 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. The City of Newport Beach reserves the right 0 0 to award the Contract to the low bidder of Schedule A or to the low bidder of Schedule A +B or to the low bidder of Schedule A +C or to the low bidder of Schedule A +B +C. 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. 8. 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 relating to prevailing wage rates (Sections 1770 -7981 inclusive). 9. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5 of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act". 10. 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. The signature below represents that the above has been reviewed. 3(8161 A Contractor's License No. & Classification W. hs� coNs1� uc�i awl co. , rJ� . Bidder Authorized Sign e itle iG1; S {Ps--KT/ SE4la?q J Date CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT Bond No_ S -28 CONTRACT NO. C -3411 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 Amount ;aid Dollars ($ 10% of bid ), to be paid and forfeited to the City of Newport Beach if the bld proposal of the undersigned Principal for the construction of IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT, Contract No. C -3411 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 duly enter into and execute the Contract Documents and provide the required original insurance documents for the construction of the project within thirty (30) days (not including Saturday, Sunday, and federal holidays) 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 12th day of October , 2004. .W .A. Ras;c Construction Go Inc. Name of Contractor (Principal) Safe, prance G mpgny of America Name of Surety 330 N. Brand Blvd., Suite 1000 Glendale, CA 91203 Address of Surety (818) 956 -4242 Telephone A horized gna re itle VtCe fY464jr-t cat. �AV4a:'r ut rized Age gnature Daniel Huckabay, Attorney -in -Fact Print Name and Title (Notary acknowledgment of Principal 8, Surety must be attached) 3 File Edit View Favorites Tools Help _ _ - ?'.Back - • - D 0H%Search yFavorites OlAedla. C9 t•'Go WvhPsr- 'IEntercearchwor! -11 'sue emeea.ram o' "wry , r • I � ' I ��j I� • lwg R"e'a'gw / •Rrtuca, rvr� I,al "� R9y^ R_111YG' �aY%' LI,U rP_.L niF.Ca •Innwee P,ng+q �/MnArLIM� 02448 - Safeco Insurance Company of America NR aCARLH Enn�r MMa• Member of Safeco Insurance Companies A.M. Best 6: 0244E NAIC 6:24740 GO View a list of group members or the croup's rating Mom Seatch Best's Rating Options A BEST A (Excellent)' • Financial Size Category s::�•., . rem XV ($2 billion or more) 'Ratings as of1011at2004 04:17:56 PM E.S.T. woo a'1 w rua{�j Rating Category (Excellent): Assigned to wmpanies that have. In our opinion, an ettcellenl ability to meet char ongoing obligations re p0cyholdem Acme mg the pages an ambesl.com constitutes the user's agreement to W terms of use: Infoi nation m9ected via this Web see is Protected by our Privacy statement Comments or canaerns should be Important Notice: Best's Ratings reflect our opinion based on a comprehensive quantitative and qualitative evaluation of a company's balance sheet strength, operating performance and business profile. These ratings are not a warranty of an insurer's current or future ability to meet its contractual obligations. View our entire notice for a complete details. Companies interested in placing a Best's Security Icon on their web site to promote their financial strength may register online. Copyright © 2004 by A.M. Best Company, Inc. ALL RIGHTS RESERVED No par. of ins information may be distributed in any electronic tam or by any means, or stared in a database or romeval system, wrhout the prior vmm_n permission of the A.M Best company, Refer to our terms of use for additional derals 6lteurret CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT State of California County of orange On 10/12/04 before me, Arturo Ayala, Notary Public Date Name, Title of Officer— E.G. "Jane Doe, NOTARY PUBLIC' personally appeared Daniel Hudcabay NAMES) OF SIGNER(S) Q personally known to me - OR - ❑ 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 f M ^�° executed the same in his/her/their " `) authorized capacity(ies), and that by C, 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. WITNESS my hqqd and official seal SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER Bid Bond TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED One ❑ GENERAL NUMBER OF PAGES ® ATTORNEY -IN -FACT ❑ TRUSTEE(S) 10/12/04 ❑ GUARDIAN /CONSERVATOR DATE OF DOCUMENT ❑ OTHER: SIGNER(S) OTHER THAN NAMED ABOVE SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) SAFECa KNOW ALL BY THESE PRESENTS: Od No. S -28 POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON S8185 No. 13077 That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint srrrrrrrrr rrrwrrrrarsrrrrsrorsrrrrrr "ARTURO AYALA; DANIEL HUCKABAY; DONALD ROOP; Oraage, Califomiarrrer rrrrrrrrrrr +rrrrrrr »rrrrrrrrrrr its true and lawful attomey(s)in -fact, with full authority to execute on Its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued N the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 27th day of April 2004 ca 4-L� P ��t;,Cjd-, CHRISTINE MEAD, SECRETARY MIKE MCGAVICK, PRESIDENT Extract from the By -Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: 'Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice Resident appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint Individuals as attorneys -In -fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company In the course of its business... On any instrument making or evidencing such appointment the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall rot be necessary to the validity of any such instrument or undertaking.' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (1) The provisions of Article V. Section 13 of the By -Laws, and [t) A copy of the powerofattomey appointment, executed pursuant thereto, and (Iif) Certifying that said power -of- attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By -Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney Issued pursuant thereto, are true and correct, and that both the By -Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation SEAL this 12th SEAL day of October CHRISTINE MEAD, SECRETARY 2004 SAe741SAEF 2701 ® A registered trademark of SAFECO Corporation 0412712004 PDF 0 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of County of CALIFORNIA LOS ANGELES 0 OCTOBER 14, 2004 ZORKITA PASCHALL, Notary Public On before me, DATE NAME, TITLE OF OFFICER - E.G., 'JANE DOE, NOTARY PUBLIC' per onally appeared WALTER A. RASIC, JR. NAME(S) OF SIGNER(S) personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(ewhose nameW.is /afe subscribed to the within instrument and ac- ZORI(M1 CFIALL knowledged to me that he /she#lwy executed cO"'"H°'bn•1 +� the same in his /heTfthvf7 authorized � ��ry vublle - CaR1anN LosArpeleeCouryy capacity(ies.), and that by hisAHer-A#ef'r �DOR"n signaturem on the instrument the person(, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. dz Edww SIGNATU E OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL CORPORATE OFFICER VICE PRESIDENT /SECRETARY/TREASURER 7mLE(s) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) W.A. RASIC CONSTRUCTION CO., INC. DESCRIPTION OF ATTACHED DOCUMENT :m TITLE OR TYPE OF DOCUMENT ONE NUMBER OF PAGES OCTOBER 12, 2004 DATE OF DOCUMENT SAFECO INSURANCE COMPANY OF SIGNER(S) OTHER THAN NAMED ABOVE I • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 DESIGNATION OF SUBCONTRACTORS) 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 following subcontractors 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. (Use additional sheets if needed) Subcontractor's Name, Address, Telephone # Bid Item Number Description of Work Percent of Total Bid 8@W 2 (Sch A) Steel Pipe Manufacturer 0/ �9 6 \4 A, Cal\1S1 Bidder 0 Aut rued natur itle l( r�5�f / ;� 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidders Name Sic- as c&'mAL(f V0 (&1(- 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 $15,000, provide the following information: Project Name /Number 1Z'7 ,t 'N&RfTAA (!J Project Description 1f\sAT g� D •� s� 2� GMV i 1W skel �j � Approximate Construction Dates: From ,p�� To: � D 3 j Agency Name CL N e &C4 ��f Contact Person IvIIGi/IAG� �lY1QC�l�I ' ~' Telephone (q &4 - Original Contract Amount $ -21 l51, 31OFinal Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) 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. 5 No. 2 Project Name /Number Project Description JINSO Approximate Construction Dates: From Agency Name Las Ut *Wes P W1 MM WMIUMOMM, G 1i I Contact Person �Y19Wr MVk V Telephone ($(g) 251 �15� Original Contract Amount $ I,��IywFinal Contract Amount $ �ii�1(+ 3a(i If final amount is different from original, please explain (change orders, extra work, etc.) 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. 3 Project Name /Number Project Description Approximate Construction Dates: From - V 6 To: .41 VA_ Agency Name Contact Person Telephone (*ZQ Original Contract Amount $ 3'810,D Fnal Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) 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. U 9 No. 4 r Project Name /Number lima,IAAt Project Description Approximate Construction Dates: From Agency Name %V � MLaw 0 To: Ii G ( Dow t Contact Person AvGVt I NBISDn Telephone qal) I 29_3111 Original Contract Amount $-I We"VFFinal Contract Amount $ 3 9 55, foy 2 If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against tfib Agency? Did the Agency file any claims against you /Contractor? If yes, briefly explain and indicate outcome of claims. a No. 5 Project Name /Number Project Description In l tiylli I -t� Aum I(P Ak-A u, ry , Approximate Construction Dates: From `� DU To: -5/o Agency Name wee r, slin if lLAtnIG� VJAA" ` IS j /�] Ur Contact Person _' 6Alkt �y� Telephone (' t1)dG�p�p rrp2�) Original Contract Amount $S, *71I ' Final Contract Amount $ zi If final amount is different from original, please explain (change orders, extra work, etc.) 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. tzk 0 0 Project Name /Number t t h Project Description I (�SiA,�' �O�2 j(i r• J j Approximate Construction Dates: From From D Agency Name Contact Person 7 11 Telephone D• 23C2- Original Contract Amount $ I ill I r�fFinal Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) Did you file any claims against the Ag against you /Contractor? If yes, briefly Attach additional sheets if necessary. Did the Agency file any claims i and indicate outcome of claims. 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 statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. W'A . Ptah, C Js( Ac o�r� G�. �►SC� Bidder E3 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 NON - COLLUSION AFFIDAVIT State of California ) ) ss. County of "1W} 1 being first dull sworn, deposes and says that he or she is Qiu e yt�4� ' 1/1 of W ^�u /have Co , the party making the foregoing bid; that the bid is n t 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, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury of the laws of the State of California and correct. Mir, J i Bidder the foregoing is true Sect re Ow Subscribed and sworn to before me this day of Low 2004. [SEAL} Notary Public Ca wiWil I will 1111*111y Pill Col My Commission Expires: 1 y 7 n -- AAyconirn. ol00a 7, 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 DESIGNATION OF SURETIES Bidders 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): 6b. 2 11 N. Maih St. 4�.�Ce 6to S�-fi� fries, cA 'I 2-7o5 ME 10 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidders Name_W_A_51(i Record Last Five (5) Full Years Current Year of Record 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. 11 Current Record Record Record Record Record Yearof for for for for for Record 2003 2002 2001 2000 1999 Total 2004 No. of contracts Total dollar Amount of Contracts (in Thousands of $ No. of fatalities l7 No. of lost Workday Cases No. of lost workday cases involving permanent transfer to � ^ '�l another job or 1� termination of V 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. 11 i • Legal Business Name of Bidder WA • IG CAS 6t3 60, 1 t' . Business Address: 5yi)aal Business Tel. No.: T � yg - p i l l I State Contractor's License No. and Classification: -W 1 b l A- Title 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 Title Signature of bidder Date Title Signature of bidder Date Title Signature of bidder Date Title TRvt010,1 If bidder is an individual, name and signature of individual must be provided, and, if he is doing business under a fictitious name, the fictitious name must be set forth. 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 of fewer than all of the partners /joint ventures if submitted 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 notarized signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal. Signatures of partners, join venturers, or corporation officers must be acknowledged before a Notary Public, who must certify that such partners/joint venturers, or officers are known to him or her to be such, and, in the case of a corporation, that such corporation executed the instrument pursuant to its bylaws or a resolution of its Board of Directors. 12 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of County of On CALIFORNIA LOS ANGELES OCTOBER 14, 2004 DATE I* ZORKITA PASCHALL, Notary Public before me, personally appeared WALTER A. RASIC, IR NAME, TITLE OF OFFICER - E.G..'JANE DOE, NOTARY PUBLIC' NAME(S) OF SIGNER(B) personally known to me - OR - O proved to me on the basis of satisfactory evidence to be the person(< whose nameK.istare subscribed to the within instrument and ac- zoalaul>rscwut knowledged to me that he /skle/tfaey-executed Cb Notes FWft•CWW10 the same in his /kerithe4r authorized 'y1� Q° '�030o""h,` capacity(+esj, and that by his /hatA4iei_r signature,(tf on the instrument the person(SI, or the entity upon behalf of which the person(t) acted, executed the instrument. WITNESS my hand and official seal. XA � lk� I �sioNATuRII&NoTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER r❑ INDIVIDUAL �ss CORPORATE OFFICER VICE PRESIDENT /SECRETARY /TREASURER TITLE($) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) W.A. RASIC CONSTRUCTION CO., INC. DESCRIPTION OF ATTACHED DOCUMENT PROPOSAL TITLE OR TYPE OF DOCUMENT TWELVE NUMBER OF PAGES OCTOBER 12, 2004 DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 ACKNOWLEDGEMENT OF ADDENDA Bidders name At • fRkS« �� ♦S� il�lOt�1 I rJG The bidder shall signify receipt of all Addenda here, if any: Addendum No. Date Received i atu e l i) 13 • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 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: Mh - KASIL LhK) V6tJ %a Jnc, Business California State Contractor's License No. and Class: 'J6�i1lo I >aC (REQUIRED AT TIME OF AWARD) Original Date Issued: 4-41E Expiration Date: 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: �� r. �.. c .1�_ �- I.1 _� �Qa.1a ✓ i � Y._ ._.I� Ga.n.. J..l 1.J0�� 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 Corporation organized under the laws of the State 14 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: NT-lif-I All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: W -A 1�l'6y, tV J 60.1 ��VG 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: Provide the names, addresses and telephone numbers of the parties; Briefly summarize the parties' claims and defenses; i0lk Have you ever had a contract terminated by the owner /agency? If so, explain. Have you ever failed to complete a project? If so, explain. NC) 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 labo pliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.) ?Yes / o Are any claims or actions unresolved or outstanding? Yes / o 15 • If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non - responsive. kTt- �' - f-L6i (,/ (Print name of Owner or President of Corporgtion /Company) WA, "cgc/ /,aav& L D00 GD III , Bidder t (U Title 'Dri� I +, 2ZA Date Subscribed and sworn to before me this 144,\ day of D609410� 2004. [SEAL] ZORKItA PAS 1i Comm wbn # 1465 1453 676 Notary RADk cClbnda WS MV" C0U* PAy Comm. Ezpirea Dsc 7,1007 16 • • CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 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 tinder 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 Rating 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. 17 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. C -3411 CONTRACT THIS AGREEMENT, entered into this 2r day of &fig, 2004, by and between the CITY OF NEWPORT BEACH, hereinafter "City," and W.A. RASIC CONSTRUCTION COMPANY, INC., hereinafter "Contractor," is made with reference to the following facts: WHEREAS, City has advertised for bids for the following described public work: Irvine Avenue from University to Bristol Street Water and Sewer Main Replacement Project Description Contract No. C -3411 WHEREAS, 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, City and Contractor agree as follows: A. 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, Faithful Performance Bond, tabor and Materials Payment Bond, Permits, General Conditions, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. C -3411, Standard Specifications for Public Works Construction (current adopted edition and all supplements) and this Agreement, and all modifications and amendments thereto (collectively the "Contract Documents "). 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. B. 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. IE 0 0 C. COMPENSATION 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 Two Million, Four Hundred Fifty -Seven Thousand, Sixty -Seven and 00/100 Dollars ($2,457,067.00). This compensation includes: (1) Any loss or damage arising from the nature of the work, (2) Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the work, (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, and which loss or expense occurs prior to acceptance of the work by City. D. NOTICE OF CLAIMS 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..; :._ .. _ _.._ E. WRITTEN NOTICE Any written notice required to be given under the Contract Documents shall be performed by depositing the same in the U.S. Mail, postage prepaid, directed to the address of Contractor and to City, addressed as follows: CITY CONTRACTOR City of Newport Beach Public Works Department 3300 Newport Boulevard Newport Beach, CA 92663 Attention: Michael J. Sinacori (949) 644 -3342 F. LABOR CODE 3700 LIABILITY INSURANCE hereby certifies: W.A. Rasic Construction Co., Inc. 7314 Scout Avenue Bell Gardens, CA 90201 562 - 928 -6111 562- 928- 7339(Fax) Contractor, by executing this Contract, "I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Workers' Compensation or undertake self - insurance in accordance with the provisions of the Code, and I will comply with such provisions before commencing the performance of the work of this Contract." G. INSURANCE Insurance is to be placed with insurers with a Best's rating of no less than A:VII and insurers must be a California Admitted Insurance Company. Contractor shall furnish City with original certificates of insurance and with original endorsements effecting coverage required by this Contract. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that 19 F-1 6- r� L insurer to bind coverage on its behalf. All certificates and endorsements are to be received and approved by City before work commences. City reserves the right to require complete, certified copies of all required insurance policies, at any time. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property, which may arise from or in connection with the performance of the work hereunder by Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance shall be included in Contractor's bid. 1. Minimum Scope of Insurance Coverage shall be at least as broad as: a) Insurance Services Office Commercial General Liability coverage "occurrence" form number CG 0002 (Edition 11/85) or Insurance Services Office form number GL 0002 (Edition 1173) covering Comprehensive General Liability and Insurance Services Office form number GL 0404 covering Broad Form Comprehensive General Liability. b) Insurance Services Office Business Auto Coverage form number CA 0002 0287 covering Automobile Liability, code 1. "any auto" and endorsement CA 0029 1288 Changes in Business Auto and Truckers Coverage forms - Insured Contract. c) Workers' Compensation insurance as required by the Labor Code of the State of California and Employers Liability insurance. 2. Minimum Limits of Insurance Coverage limits shall be no less than: a) General Liability: $1,000,000.00 combined single limit per occurrence for bodily injury, personal injury and property damage. If Commercial Liability Insurance or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this projectllocation or the general aggregate limit shall be twice the required occurrence limit. b) Automobile Liability: $1,000,000.00 combined single limit per accident for bodily injury and property damage. c) Workers' Compensation and Employers Liability: Workers' compensation limits as required by the Labor Code of the State of California and Employers Liability. 3. Deductibles and Self- Insured Retentions Any deductibles or self- insured retentions must be declared to and approved by City. At the option of City, either: the insurer shall reduce or eliminate such deductibles or self- insured retentions as respects City, its officers, officials, employees and volunteers; or Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses. 0 0 4. Other Insurance Provisions The policies are to contain, or be endorsed to contain, the following provisions: a) General Liability and Automobile Liability Coverages City, its officers, agents, officials, employees and volunteers are to be covered as additional insureds as respects: liability arising out of activities performed by or on behalf of Contractor, including the insured's general supervision of Contractor; products and completed operations of Contractor; premises owned, occupied or used by Contractor; or automobiles owned, leased, hired or borrowed by Contractor. The coverage shall contain no special limitations on the scope of protection afforded to City, its officers, officials, employees or volunteers. ii. Contractor's insurance coverage shall be primary insurance and /or primary source of recovery as respects City, its officers, officials, employees and volunteers. Any insurance or self - insurance maintained by City, its officers, officials, employees and volunteers shall be excess of the Contractor's insurance and shall not contribute with it. iii. Any failure to comply with reporting provisions of the policies shall not affect coverage provided 'to" City, its officers, agents, officials, employees and volunteers. iv. Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. v. The insurance afforded by the policy for contractual liability shall include liability assumed by contractor under the indemnification /hold harmless provision contained in this Contract. b) Workers' Compensation and Employers Liability Coverage The insurer shall agree to waive all rights of subrogation against City, its officers, agents, officials, employees and volunteers for losses arising from work performed by Contractor for City. c) All Coverages Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled, rescinded by either party, reduced in coverage or in limits except after thirty (30) days' prior written notice by certified mail, return receipt requested, has been given to City. All of the executed documents referenced in this contract must be returned within ten (10) working days after the date on the "Notification of Award," so that the City may review and approve all insurance and bonds documentation. 5. Acts of God Pursuant to Public Contract Code Section 7105, Contractor shall not be responsible for the repairing and restoring damage to Work, when damage is determined to have been proximately caused by an Act of God, in excess of 5 percent of the Contract amount provided that the Work damaged is built in accordance with the plans and specifications. 21 • s 6. Right to Stop Work for Non - Compliance City shall have the right to direct the Contractor to stop work under this Agreement and /or withhold any payment(s), which become due to Contractor hereunder until Contractor demonstrates compliance with the requirements of this article. H. RESPONSIBILITY FOR DAMAGES OR INJURY City and all officers, employees and representatives thereof shall not be responsible in any manner: for any loss or damages that may happen to the Work or any part thereof; for any loss or damage to any of the materials or other things used or employed in performing the Work, for injury to or death of any person either workers or the public; or for damage to property from any cause arising from the construction of the work by Contractor, or its subcontractors, or its workers, or anyone employed by it. 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, or the work of any subcontractor or supplier selected by the Contractor. 3. Contractor shall indemnify, hold harmless, and defend City, its officers and employees from and against (1) any and all loss, damages, liability, claims, allegations.of liability, suits, costs and expenses for damages of any nature whatsoever, including, but not limited to, bodily injury, death, personal injury, property damages, or any other claims arising from any and all acts or omissions of Contractor, its employees, agents or subcontractors in the performance of services or work conducted or performed pursuant to this Contract; (2) use of improper materials in construction of the Work; or, (3) any and all claims asserted by Contractor's subcontractors or suppliers on the project, and shall include reasonable attorneys' fees and all other costs incurred in defending any such claim. Contractor shall not be required to indemnify City from the sole negligence or willful misconduct of City, its officers or employees. 4. 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. 5. Nothing. in this article, nor 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 in H.3, above. 6. The rights and obligations set forth in this Article shall survive the termination of this Contract. I. 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. J. CONFLICT If there is a conflict between provisions of this Contract and any other Contract Document, the provisions of this Contract shall prevail. 22 0 0 K. 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. IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day and year first written above. ATTEST: CLERK APP R E S TO FORM: CITY A ORNEY 23 CITY OF NEWPORT BEACH A Municipal Corporation By: /o Mayor W.A. RASIC CONSTRUCTION CO., INC. B .Authorized Signature and Title Peter L.. Rasic, President CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT CALIFORNIA State of LOS ANGELES County of . OCTOBER 28, 2004 On before me, ZORKITA PASCHALL, Notary Public DATE NAME, TITLE OF OFFICER - E.G.. -JANE DOE, NOTARY PUBLIC 7personally sonally appeared PETER L. RASIc AM NE(S) OF SIGNERS) known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the personM whose namefsj.isMTe subscribed to the within instrument and ac- knowledged to me that he /shefth"xecuted 1k. commom#t4am the same in his /l+eOtheh authorized ^10ft' =* capacity(i�ei -j and that by his /h ' h4B4 M OMM.� 2 m signatureK on the instrument the person or the entity upon behalf of which the personfo acted, executed the instrument. WITNESS my hand and Official seal. ANA II �lAd/ 0 'l / SP" OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ INDIVIDUAL ® CORPORATE OFFICER PRESIDENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY -IN -FACT ❑ TRUSTEE(S) ❑ GUARDIAWCONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITYPES) W.A. RASIC CONSTRUCTION CO., INC. DESCRIPTION OF ATTACHED DOCUMENT CONTRACT NO. C -3411 TITLE OR TYPE OF DOCUMENT NUMBER OF PAGES DATE OF DOCUMENT CITY OF NEWPORT BEACH SIGNER(S) OTHER THAN NAMED ABOVE ACORD CERTIFIC,86 OF LIABILITY INSURVICE 0ATE JMMIDDNYYY 10/26/2004 1 /26% 004) PRODUCER (714) 524 -4949 FAX M4)524-4940 Commercial Associates Insurance 4226 E. La Palma Avenue Anaheim, CA 92807 THIS CERTIFICATE SUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED W.A. Rasic Construction Co., Inc. 7314 Scout Avenue Bell Gardens, CA 90201 INSURERA: Landmark American Insurance Co/ S INSURERS: Netherlands Insurance Company LIMITS INSURERC: RSUI Indemnity Co./ AES INSURER D: LHA126018 NSURER E: 05/01/2005 COVERA THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. II TR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE PODCY EXPIRATION LIMITS GENERAL LIABILITY LHA126018 05/61/2004 05/01/2005 EACH OCCURRENCE S ], 000, X COMMERCIAL GENERAL LIABILITY DAMAGETORENTED 5 SO CLAIMS MADE D OCCUR MED EXP (Any one Person) S 5,00 A X X, C, UU Included PERSONAL 8 ADV INJURY $ 1,000,00( X BI/PD Ded: $10,000 GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPUES PER: PRODUCTS - COMPIOP AGO S 2,000.00 POLICY X PRO- LOC JECT AUTOMOBILE LIABILITY ANYAUTO BA9719265 05/01/2004 05/01/2005 COMBINED SINGLE LIMIT (Ea accident) $ 1 0� X BODILY INJURY (Per person) $ B ALL OWNED AUTOS SCHEDULEDAUTOS HIRED AUTOS NON- OWNEOAUTOS X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ ANYAUTO $ AUTO ONLY: AGO EXCESSIUMBRELLA LIABILITY NHN211701 05/01/2004 05/01/2005 EACH OCCURRENCE $ 4,000,00 X OCCUR CLAIMS MADE AGGREGATE $ 4,000,00 C S $ DEDUCTIBLE X RETENTION $ 20, 00 $ WORKERS COMPENSATION AND WC STATrU OTH- EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNER /EXECUTIVE OFFICERIMEMBER EXCLUDED? R yes, describe under SPECIAL PROVISIONS below E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYE $ E.L. DISEASE - POLICY LIMB 1 $ OTHER DESCRIPTION OF OPERATIONS I I ' " "-•ONSIVEFUCLESI EXCLUSION ADDED BY¢IDORSEf1 ENT I SPECIAL PROM IONS e: Contract No. W t - Irvine Ave from University to Bristol Street nue I e City, its officers, officials, employees and volunteers are added as additional insured including rimary wording per attached RSG15001 9/03 (CG2010 11/85). Waiver of Subrogation applies per attached SG14048 9/03. Aggregate limits apply per project. Additional insured as respects to auto liability per ECA701. X10 days notice of cancellation for non - payment. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL 1 MAIL City of Newport Beach Public Works Department =30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Attn: Shari Rooks - Public Works Specialist 3300 Newport Blvd. Newport Beach, CA 92658 AUTHykIZED 112 ESENTATLVE ACORD 25 (2901/08) // IOACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 2S (2001108) 6D This Endorsement Changes The Policy. Please Read It Carefully. ADDITIONAL INSURED BLANKET - PRIMARY This endorsement modes insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM SCHEDULE Name of Person or Organization: Any person or organization to whom or to which you are obligated by virtue of a written contract or by the issuance or existence of a permit, to provide insurance such as is afforded by this policy.. (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) SECTION 11 - WHO IS AN INSURED is amended to include as an insured the person or organization shown in the SCHEDULE, but only with respect to liability arising out of'your work' for that insured by or for you. If you are required by a written contract to provide primary insurance, this policy shall be primary as respects your negligence and SECTION IV — COMMERCIAL GENERAL LIABILITY CONDITIONS, 4. Other Insurance does not apply, but only with respect to coverage provided by this policy. This endorsement effective 5/1/04 forms part of Policy Number LEA126018 issuedto W.A. Rasic Construction Co., Inc. by Landmark American Ins Co. EndorsementNo.: RSG 15001 0903 Includes copyrighted material of Insurance Services Office, Inc. 1984 (CG 2010 1155) with Its permission • LANDMARK *RICAN INSURANCE COMPANY This Endorsement Changes The Policy. Please Read It Carefully. WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM PRODUCTS /COMPLETED OPERATIONS LIABILITY COVERAGE FORM SCHEDULE Name of Person or Organization: Any Person or Organization As Required By Written Contract The following is added to SECTION IV — CONDITIONS, 8. TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHER TO US: We waive any right of recovery we may have against the person or organization shown in the SCHEDULE above because of payment we make for injury or damage arising out of "your product" or "your work" done under a written contract with that person or organization and included in the "product - completed operations hazard ". This waiver applies only to the person or organization shown in the SCHEDULE above. This endorsement effective 05/01/2004 forms part of Policy Number LHA126018 issued to W.A. BASIC CONSTRUCTION COMPANY, INC.; NU -LINE EQUIPMENT by Landmark American Insurance Company Endorsement No.: 16 RSG 14048 0903 Includes copyrighted material of Insurance Services Office, Inc. 1992 with its permission. • r THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. COMMERCIAL AUTO GOLD ENDORSEMENT This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM SECTION II - LIABILITY COVERAGE A. COVERAGE 1. WHOISANINSURED The following is added: d. Any organization, other than a partnership orjoint venture, over which you maintain ownership or a majority interest on the effective date of this Coverage Form, ff there is no similar insurance available to that organization. e. Any organization you newly acquire or form other than a partnership orjoint venture, and over which you maintain ownership of a majority interest. However, coverage under this provision does not apply: (1) If there is similar insurance or a self - insured retention plan available to that organization; or (2) To "bodily injury' or "property damage" that occurred before you acquired or formed the organization. f. Any volunteer or employee of yours while using a covered auto" you do not own, hire or borrow in your business or your personal affairs. Insurance provided by this endorsement is excess over any other insurance available to any volunteer or employee. g. Any person, organization, trustee, estate or governmental entity with respect to the operation, maintenance or use of a covered "auto" by an insured, if: (1) You are obligated to add that person, organization, trustee, estate or governmental entity as an additional insured to this policy by: (a) an expressed provision of an "insured contract", or written agreement or (b) an expressed condition of a written permit issued to you by a governmental or public authority. (2) The "bodily injury' or "property damage" is caused by an "accident" which takes place after: (a) You executed the "insured contract" or written agreement; or (b) the permit has been issued to you. 2. COVERAGE EXTENSIONS a. Supplementary Payments. Subparagraphs (2) and (4) are amended as follows: (2) Up to $2500 for cost of bail bonds (including bonds for related traffic law violations) required because of an "accident" we cover. We do not have to furnish these bonds. Includes copyrighted material of Insurance Services Offices, Inc, with its permission GECA 701 (01101) Page 1 of 4 0 0 (4) All reasonable expenses incurred by the "Insured" at our request including actual loss of eaming up to $500 a day because of time off from work. SECTION III - PHYSICAL DAMAGE COVERAGE A. COVERAGE The following is added: 5. Hired Auto Physical Damage a. Any "auto" you lease, hire, rent or borrow from someone other than your employees or partners or members of their household is a covered "auto" for each of your physical damage coverages. b. The most we wig pay for "loss" in any one "accident" is the smallest of: (1) $50,000. (2) The actual cash value of the damaged or stolen property as of the time of the "loss "; or (3) The cost of repairing or replacing the damaged or stolen property with other property of like kind and quality. If you are liable for the "accident", we will also pay up to $500 per "accident" for the actual loss of use to the owner of the covered "auto." c. Our obligation to pay for, repair, return or replace damaged or stolen property will be reduced by an amount that is equal to the amount of the largest deductible shown for any owned "auto" for that coverage. However, any Comprehensive Coverage deductible shown in the Declarations does not apply to "loss" caused by fire or lightning. d. For this coverage, the insurance provided is primary for any covered "auto" you hire without a driver and excess over any other collectible insurance for any covered "auto" that you hire with a driver. 6. Rental Reimbursement Coverage We will pay up to $75 per day for up to 30 days, for rental reimbursement expenses incurred by you for the rental of an "auto" because of "loss" to a covered 'auto." We will also pay up to $500 for reasonable and necessary expenses incurred by you to remove and replace your materials and equipment from the covered "auto." If "loss" results from the total theft of a covered "auto" of the private passenger type, we will pay under this coverage only that amount of your rental reimbursement expenses which is not already provided under Paragraph 4. Coverage Extension. 7. Customized Furnishings Coverage We will pay with respect to a covered "auto' for "loss" to custom furnishings including, but not limited to: a. Special carpeting and insulation; It. Height-extending roofs; c. Custom murals, paintings, or other decals or graphics. Our limit of liability for loss to custom furnishings shall be the least of. a. Actual cash value of the stolen or damaged property as of the time of the loss; or b. The amount necessary to repair or replace the property; or C. $500. Includes copyrighted material of Insurance services Offices, Inc. with its permission GECA 701 (01101) Page 2 of 4 This coverage does not apply to electronic equipment 8. Lease Gap Coverage If a long -term leased "auto" is a covered "auto" and the lessor is named as an Additional Insured - Lessor, In the event of a total loss, we will pay your additional legal obligation to the lessor for any difference between the actual cash value of the "auto" at the time of the loss and the "outstanding balance" of the lease. "Outstanding balance" means the amount you owe on the lease at the time of loss less any amounts representing taxes; overdue payments; penalties, interest or charges resulting from overdue payments; additional mileage charges; excess wear and tear charges; and lease termination fees. B. Exclusions The following is added to Paragraph 3 The exclusion for "loss" caused by or resulting from mechanical or electrical breakdown does not apply to the accidental discharge of an airbag. Paragraph 4 is replaced with the following: 4. We will not pay for "kiss" to any of the following: a. Tapes, records, disks or other similar audio, visual or data electronic devices designed for use with audio, visual or data electronic equipment. b. Equipment designed or used for the detection or location of radar. c. Any electronic equipment that receives or transmits audio, visual or data signals. Exclusion 4.c does not apply to: (1) Electronic equipment that receives or transmits audio, visual or data signals, whether or not designed solely for the reproduction of sound, if the equipment is permanently installed in the covered "auto" at the time of the "loss" and such equipment is designed to be solely operated by use of the power from the "aura's" electrical system, in or upon the covered "auto "; or (2) Any other electronic equipment that is: (a) Necessary for the normal operation of the covered "auto" or the monitoring of the covered 'autos" operating system; or (b) An integral part of the same unit housing any sound reproducing equipment described in (1) above and permanently installed in the opening of the dash or console of the covered "auto' normally used by the manufacturer for installation of a radio. D. DEDUCTIBLE The following is added: No deductible applies to glass damage if the glass is repaired rather than replaced. SECTION IV. BUSINESS AUTO CONDITIONS A. LOSS CONDITIONS Item 2.a. and b. are replaced vlth: 2. Duties In The Event of Accident, Claim, Suit, or Loss a. You must promptly notify us. Your duty to promptly notify us is effective when any of your executive officers, partners, members, or legal representatives is aware of the accident, claim, "suit', or toss. Knowledge of an accident, claim, "suit ", or loss, by other employee(s) does not imply you also have such knowledge. Includes copyrighted material of Insurance services Offices, Inc. with As permission GECA 701 (01101) Page 3 of 4 • s b. To the extent possible, notice to us should include: (1) How, when and where the accident or loss took place; (2) The names and addresses of any injured persons and witnesses; and (3) The nature and location of any injury or damage arising out of the accident or loss. The following is added to 5. We waive any fight of recovery we may have against any additional insured under Coverage A.1. Who Is An Insured g., but only as respects loss arising out of the operation, maintenance or use of a covered "auto" pursuant to the provisions of the "insured contract", written agreement, or permit. B. GENERAL CONDITIONS 7. e. is added: e. All parts of the world for an "auto" you hire for less than 30 consecutive days, if the insured's responsibility to pay damages is determined in a 'suit" on the merits in the territory described in 7. a - 7. d. 9. is added: 9. UNINTENTIONAL FAILURE TO DISCLOSE HAZARDS Your unintentional failure to disclose any hazards existing at the effective date of your policy will not prejudice the coverage afforded. However, we have the right to collect additional premium for any such hazard. COMMON POLICY CONDITIONS 2.b. is replaced by the following: b. 60 days before the effective date of cancellation if we cancel for any other reason. Includes copyrighted material of Insurance Services Offices, Inc. with 15 permission GECA 701 (01101) Page 4 of 4 0 CALDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142 -0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 10 -27 -2004 GROUP: POLICY NUMBER: 7693024 -2004 CERTIFICATE ID: 168 CERTIFICATE EXPIRES: 07 -01 -2005 07 -01- 2004/07 -01 -2005 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT, ATTN: 'SHARI ROOKS 3300 NEWPORT BLVD NEWPORT BEACH CA 92658 JOB: CONTRACT #3441 IRVINE AVE FROM UNIVERSITY TO BRISTOL STREET This is to certify that we have issued a valid Worker's Compensation insurance policy in a forth approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded by the policy listed herein. Notwithstanding any requirement, term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain, the insurance afforded by the policy described herein is subject to all the terms, exclusions, and conditions, of such policy. AUTHORIZED REPRESENTATIVE ' A A. )U' PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 07 -01 -2001 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. ENDORSEMENT #2570 ENTITLED WAIVER OF SUBROGATION EFFECTIVE 10 -27 -2004 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. THIRD PARTY NAME: CITY OF NEWPORT BEACH EMPLOYER W A RASIC CONSTRUCTION COMPANY INC 7314 SCOUT AVE BELL GARDENS.CA 90201 sLC,s HGE I ' 16212009 SCIF 10262E Accept his wNfiwte Doty a you see a falrn watermark f0� reatle'OFFlCML STATE FUND DOCUMENT' PAGE 7 OF 1 ■ h� hn 02 04 D3:49G G p� l/'' Fax #: (-t 7- 1Pgiw 0 CERTIFICATE OF INSURANCE CHECKLIST City of Newport Beach p.1 This checklist is comprised of requirements as outlined by the City of Newport Beach. Date Received: 7-0 q Dept./Contact Received From: -S � aLl.i't a y yt el,- Date Completed: J /- L -b i Sent to: �"h 6L LA h C // By: ,A ,,y j ( try Lt 1 I c—, Company /Person required to have certificate: t. �, 4. 2 0.S i [v tam s'f L 1. GENERAL LIABILITY A. INSURANCE COMPANY: L4 ni C L B. AM BEST RATING (A: VII or greater): C. ADMITTED Company (Must be California Admitted): Is Company admitted in California? ❑ Yes No D. LIMITS (Must be $1M or greater): What is limit provided? -)_ E. PRODUCTS AND COMPLETED OPERATIONS (Must include): Is it included? Yes ❑ No F. ADDITIONAL INSURED WORDING TO INCLUDE (The City its officers, officials, employees and volunteers): Is it included? (Yes ❑ No G. PRIMARY & NON - CONTRIBUTORY WORDING (Must be included): Is it included? 0Yes ❑ No H. CAUTION! (Confirm that loss or liability of the named insured is not limited solely by their negligence) Does endorsement include "solely by negligence" wording? ❑ Yes gNo 1. NOTIFICATION OF CANCELLATION: Although there is a provision that requires notification of cancellation by certified mail; per Lauren Farley, the City will accept the endeavor wording. 11. AUTOMOBILE LIABILITY A. _ INSURANCE COMPANY: %i P -I'J 1 P ✓� n� . C �-n S' _ C�> B. AM BEST RATING (A: VII or greater): C. ADMITTED COMPANY (Must be California Admitted): Is Company admitted in California? Yes No D. LIMITS (Must be $1M min. BI & PD and $500,000 UM): What is limits provided? `t E. ADDITIONAL INSURED WORDING TO INCLUDE (The City its officers, officials, employees and volunteers): Is it included? WYes ❑ No F. PRIMARY & NON - CONTRIBUTORY WORDING (For Waste Haulers only): (1( G- Is it included? ❑ Yes ❑ No G. NOTIFICATION OF CANCELLATION: Although there is a provision that requires notification of cancellation by certified mail; per Lauren Farley, the City will accept the endeavor wording. III. WORKERS' COMPENSATION A_ INSURANCE COMPANY: B. AM BEST RATING (A: VII or greater): C. LIMITS: Statutory D. WAIVER.OF SUBROGATION (To include): Is it included? ER� HAVE ALL ABOVE REQUIREMENTS BEEN MET? _. ❑r 'Yes KNo IF NO, WHICH ITEMS NEED TO BE COMPLETED? G Cr .-%-h S - �- n Fit cArY Yvx`i4 1 License Detail . • Page I of 2 License Detail CALIFORNIA CONTRACTORS STATE LICEN Contractor License # 368761 DISCLAIMER A license status check provides information taken from the CSLB license data base. Before on this information, you should be aware of the following limitations: • CSLB complaint disclosure is restricted by law (B &P 7124.6). If this entity is subject tc complaint disclosure, a link for complaint disclosure will appear below. Click on the lin button to obtain complaint and/or legal action information. • Per B &P 7071.17, only construction related civil judgments known to the CSLB are di • Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered ont Board's license data base. Extract Date: 10/18/2004 * * * Business Information * * * W A RASIC CONSTRUCTION COMPANY INC 11126 WRIGHT ROAD LYNWOOD, CA 90262 Business Phone Number: (310) 886 -0590 Entity: Corporation Issue Date: 01/2211979 Expire Date: 01/31/2005 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * Class Description 0 GENERAL ENGINEERING CONTRACTOR * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 368761 in the ami $10,000 with the bonding company WESTERN SURETY COMPANY. http:// www2. cslb. ca. gov/ CSLB_LIBRARY /License+Detail.asp 10/18/2004 License Detail • • Page 2 of 2 Effective Date: 01/01/2004 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing Offiicer(RMO) WAI RASIC certified that he /she owns 10 percent or more of the voting stock/equity of the corpc bond of qualifying individual is not required. Effective Date: 01/01/1980 * * * Workers Compensation Information * * * This license has workers compensation insurance with the STATE COMPENSATION INSURANCE FUND Policy Number: 7693024 Effective Date: 07/0112003 Expire Date: 07/01/2005 Workers Compensation History Personnel listed on this license (current or disassociated) are listed on other licet Personnel List Other Licenses License Number Request Contractor Name Request Personnel Name Request Salesperson Request Salesperson Name Request ® 2004 State of Califomia. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB—LIBRARY/License+Detail.asp 10/18/2004 E CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENTRECE►VED vo, FAX ADDENDUM NO. 1 OCT 0 6 2004 W. A. RASIC IRVINE AVENUE FROM UNIVERSITY TO BRISTOL STREET WATER AND SEWER MAIN REPLACEMENT CONTRACT NO. DATE: October 7, 2004 TO: ALL PLANHOLDERS NOTICE OF INVITING BIDS: 0 BID DATE & TIME CHANGED TO: APPENDIX A 1 Works Director OCTOBER 14th C 11:00 a.m. Attached for your reference are the boring location exhibits. SPECIAL PROVISIONS PART 1 --- GENERAL PROVISIONS 1 2. Modify section 6 -7 TIME OF COMPLETION to increase the number of working days to 200 from the Notice to Proceed.. Replace section 6 -9 LIQUDATED DAMAGES with the following: 6 -9 LIQUIDATED DAMAGES. Revise sentence three to read: "For each consecutive calendar day after the two hundred consecutive working days specified for completion of the work, the time specified for completion of Work, whichever occurs first, as adjusted in accordance with subsection 6 -6, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1000. FUISERSTBW\Shamd\Contraats\FY 04 -05 \Irvine Ave Water Mahe- University -South Bristol 03411\ADDENDUM. DOC 0 0 PART 2 - -- CONSTRUCTION MATERIALS Under Section 207- 10.2.1 General (Fabricated Steel Pipe), Delete the first paragraph in its entirety and Replace with the following! "207- 10.2.1 General. Delete paragraph 4 in its entirety beginning with "Prior to fabrication of pipe.... ". Replace with the following: "Only pipe manufacturers and fabricators with at least 10 years of successful experience in manufacturing, fabricating, lining and coating of the type of pipe specified are qualified for this work. Prior to the manufacturing of the steel pipe cylinders, the Contractor shall submit for approval detailed shop drawings of the steel pipe material and joint details. Prior to fabrication of any specials containing outlets/fabricated fittings, the Contractor shall submit for approval detailed shop drawings of the steel pipe and outlets to be attached to the pipe, and all fabricated fittings to be incorporated in the pipeline, together with erection profile drawings (pipe laying diagrams). The Contractor shall be responsible to field verify the location and depth of all utilities and points of connection prior to submittal of these pipe laying diagrams.. The pipe laying diagrams shall show, as a minimum, the following: " 2.. Under Section 207- 10.4.7.1 General (Tape Coating System), Delete the last paragraph that reads: Only manufacturers who manufacture a completed lined and coated pipe can be qualified for project work.. All operations shall be performed at the same location for any piece of pipe.. Bidders must sign this Addendum No.1 and attach it to the bid proposal. Bids may not be considered unless this signed Addendum No. 1 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. \ ` -A, Co.. IKC- . Bidder's Name (Please �Print) OLMbol t-" +�" I Date AuthZinz&f Si natu Title VSOSlp /S{:G(l F %USERS \PBW\Shared\Contrads\PY 04.0511rvins Ave Water Main- Uriversity -South Bristol C -1411 ADDENDUM. DOC 'rots q' � :u ^ .� .''s ♦.;- Za wl SITE,' I ,� • ,Cyj *ilk J ��i.� .iCt 1 I �• y` �. g,. IRVI ..w_yrrtr! et' -1: 4 a' � � - .: R � JAb s ! r as ■ :7y♦., i� � 2� � •fit ✓. P4• "'m .t.'. ` j1 f 1tL O.ls.l ry AT7tE7PS /Y'(lT " a �1 t J•'� ?t, S �� 1 1 F � ♦ rt1 �� r�,4�yV a� st! SvL�t. rA:lliWllA ! �. n T�� :"T i -- -A, i*-�' y'fi {n1[.. -. I Ib._s CCS' ru d' 7. jr REFERENCE: 2DOD THOWS GUIDE FOR LOS ANGELES /ORANGE COUNIIES STREET CUIDE AND DIRECTORY 0 2400 n NORTH APPROXIMATE SCALE IN FEET SITE LOCATION MAP IRVINE AVENUE WATER AND SEWER MAINS NEWPORT BEACH. CALIFORNIA PROJECT NO, DATE FIGURE 205210001 2/2004 yam." F. � �.f. .. .. .i. i 'r:"('�•p F.:. ^�� •! oarn%me R POR EA!, wSltf pcp l' !4«W e v. 7; Ic MAKE y�� ,• 'rots q' � :u ^ .� .''s ♦.;- Za wl SITE,' I ,� • ,Cyj *ilk J ��i.� .iCt 1 I �• y` �. g,. IRVI ..w_yrrtr! et' -1: 4 a' � � - .: R � JAb s ! r as ■ :7y♦., i� � 2� � •fit ✓. P4• "'m .t.'. ` j1 f 1tL O.ls.l ry AT7tE7PS /Y'(lT " a �1 t J•'� ?t, S �� 1 1 F � ♦ rt1 �� r�,4�yV a� st! SvL�t. rA:lliWllA ! �. n T�� :"T i -- -A, i*-�' y'fi {n1[.. -. I Ib._s CCS' ru d' 7. jr REFERENCE: 2DOD THOWS GUIDE FOR LOS ANGELES /ORANGE COUNIIES STREET CUIDE AND DIRECTORY 0 2400 n NORTH APPROXIMATE SCALE IN FEET SITE LOCATION MAP IRVINE AVENUE WATER AND SEWER MAINS NEWPORT BEACH. CALIFORNIA PROJECT NO, DATE FIGURE 205210001 2/2004 3 0 d n ".4 5 I Y- ��... Mi 2F K IMEW MAUI Tr IapIr )rcA,oM) .. -. - ., IRVINE AVENI,E ..,- -•� -• ' REFERENCE: DANIEL 8OYL_ ENGINE_RiNG, 2004, ECECTRUNCC(AUTOCAD) RIFS FOR CNB /IRWD /CMSD IRVNE AVENUE PROJECT, DATED JANUARY 30. 021 0 200 X00 APPROXIMATE SCALE IN FLLI NOTE ALL DIMENSIONS. CIRECTIONS AND LOCATIONS ARE APPROXIMATE. LEGEND B_8 APPROXIMAT LOCATION OF m -31s EXPLORATORY BORING: TD =TOTAL DEPTH IN FEET BORING LOCATION MAP IRVINE AVENUE WATER AND SEWER MAINS NEWPORT BEACH, CALIFORNIA PROJECT NO. DATE FIGURE 205210001 2/2004 2 • • E 0 0 n : 4'M'AIER MAN (afr OF NEWPORT BEACH) mum O 200 400 APPROKBWATE SCALE IN FEET NOTE ALL DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE" a , �' ju K r :1' WATER WAIN (CITY CF NEWPORT BEACH) .. \','• pyil7 syll &ffi FOR LEGEND SEE FIGURE 2 BORING LOCATION MAP IRVINE AVENUE WATER AND SEWER MAINS NEWPORT 8EACH, CALIFORNIA PROJECT NO. DATE FIGURE 205210001 2/2004 3 F is 9 0 0 0 A' �f tt ui y. +. z Illj)6��; 5 Mem MAID KWORT BEACH) 0 200 4Cu APPROXMATE SCA_E M FEET NOTE: ALL DNENSONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE. 247GTER MAN (Ott OF AEA°BRT 0 i%1,�1Bi< 12MA1ER VAN (mw) II: FCR !EGEND SEE FIGURE 2. f BORING LOCATION MAP IRVINE AVENUE WATER AND SEWER MAINS NEWPORT BEACH, CALIFORNIA PROJECT NO. DATE FIGURE 205210001 212004 4 ,' 11 u I 1 L_J 2m O ._ SEER tiV (0m) BORING LOCATION MAP IRVINE AVENUE WATER AND SEWER MAINS NEWPORT BEACH, CALIFORNIA PROJECT NO. DATE FIGURE 205210001 212004 4 ,' 11 u I 1 L_J 0 0 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT PROPOSAL CONTRACT NO. C -3411 To the Honorable City Council City of Newport Beach 3300 Newport Boulevard, Newport Beach, California 92663 Gentlemen: PR of 15 The undersigned declares that he has carefully examined the location of the work, has read the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby proposes to furnish all materials except that material supplied by the City and shall perform all work required to complete Contract No. C -3411 in accord with the Plans and Special Provisions, and will take in full payment therefore the following unit prices for the work, complete in place, to wit: ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE SCHEDULE A City of Newport Beach Water Main Replacement Lump Sum Mobilization, Demobilization and Cleanup @ Cam. ►w.bfzl «m,aDollars and ► $S� OOa �ro — Cents $ 411 Per Lump Sum 4,350 LF Furnish and Install 24 -Inch CML &TW Steel Pipe we- @ -Ewo 1,u.,%xca -11-Al Dollars and 42 �ti�1 -lwo Cents 2,4S $ I,ct,5�31`7� Per Lineal Foot PR2of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 3. H 5. 0 7 SCHEDULE A City of Newport Beach Water Main Replacement Lump Sum Furnish and Install Connection at University Drive (STA 10 +00.00) @1..,,aaa.a Dollars and 7D ro Cents $ is. coca Per Lump Sum Lump Sum Furnish and Install Connection at Santa Ana Delhi Channel (Sta. 33 +88,54) @ Dollars and vLro Cents $ (n,000� Per Lump Sum Lump Sum Furnish and Install Connection Santa Ana Delhi Channel (Sta. 40 +00.00) @ Dollars and Za.ro Cents $ U,cnoo- Per Lump Sum Lump Sum Furnish and Install Connection at Bristol Street (STA 59 +33.53) @ S�x 4wsa.ra Dollars and Zxro Cents $ 4.Om Per Lump Sum 2 EA Furnish and Install Lateral to IRWD Emergency Interconnection (STA 33 +35.00 and 47 +02.00) ko,a ka @ Km]Gn?f k" t- Dollars and 7-P- V16 Cents $ Q,soo - $ I0'.6p Per Each • i PR3of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE SCHEDULE A City of Newport Beach Water Main Replacement 8. 325 LF Furnish and Install 8 -Inch PVC C900 (CL 200) @ one %anaccJ Dollars and 2Aro Cents $ 500- $ ,Z- SoO Per Lineal Foot 9. 6 EA Furnish and Install 24 -Inch Butterfly Valve @ tt� - 4-heyson6 Dollars and ltco Cents $T — $ (,0F003_ Per Each 10. 2 EA Furnish and Install 8 -inch Resilient Wedge Valve 1nu�a"'a S,'i�� @_o,. tt,�s�a 0 Dollars and LRC6 Cents $ 1.150- Per Each 11. 4 EA Furnish and Install 1 -Inch Water Service @ -two Dollars and .T.xiU Cents $ 2, too - $ $ Per Each 12. 9 EA Furnish and Install 1 -Anode Corrosion Test Station ttiu „ems Dollars and ZJ2 CU Cents $ Z, 400 � $ 21,600- Per Each 0 • PR4of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE SCHEDULE A City of Newport Beach Water Main Replacement 13. 4 EA Furnish and Install 4 -Wire Insulating Flange Corrosion Test Station @ �A . -I"".b Dollars and 2e re Cents $ 4.(_-m6, Per Each 14. 7 EA Furnish and Install Fire Hydrant @ g.� +� �o �a d,s� Dollars and Zz•o Cents $ (0) boo Per Each 15. 5 EA Abandon and Remove Existing Fire Hydrant and Lateral @ Dollars and 2zro Cents Per Each 16. 3 EA Furnish and Install 2 -inch Air Vacuum Relief Valve 1` r @_�.k i�%tx,'p'rN � Dollars and ZA10 . Cents $ >.400 - Per Each 17. Lump Sum Pressure Test, Disinfect and Flush New Mains @ et. a Dollars and u�a Cents Per Lump Sum $ vkk.� $ 4n.6c'o- $ 4 .Soo $ 1t..zco- $ vom- 9 PR5of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE 18. 19 20 21 22. lM Lump Sum Lump Sum Lump Sum Lump Sum SCHEDULE A City of Newport Beach Water Main Replacement Replace Traffic Loops Damaged by Construction Dollars and ury Cents Per Each Traffic Control @_may sw*'.. �a� Dollars and Zkf3 Cents Per Lump Sum $ 400- $ "3.200 Abandonment of Existing Water Mains and Valves @ twc4 Amk, --,^ , Dollars and 4> Cents Per Lump Sum Excavation and Safety Measures @ Dollars and -Mra Cents Per Lump Sum Surveying Services @ t.,.\... 1A�) Dollars and Zara Cents Per Lump Sum $ 2o�CXlS� $ t SUBTOTAL SCHEDULE A $ Iz,000- $ It�ooc�� 1, GzlI L? 1-7 $ E PR6of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE B Costa Mesa Sanitary District (CMSD) Sewer Main Replacement Project No. 168 Phase I (The following deletable Schedule B may or may not be part of the Contract) 1. Lump Sum Mobilization, Demobilization and Cleanup @ -'wknt, seucw Dollars and 2sti Cents Per Lump Sum 2. 95 LF Furnish and Install 21 -Inch VCP 3 0 5. @ . co r Dollars and 7-0 Cents Per Lineal Foot 405 LF Furnish and Install 18 -Inch VCP @ -tt,o ytu+ \raa 0 to- J Dollars J and 79:U Cents Per Lineal Foot 35 LF Furnish and Install 12 -Inch VCP @ Dollars and uro Cents Per Lineal Foot 45 LF Furnish and Install 8 -Inch VCP @ two Vwnarc, Dollars and Cents Per Lineal Foot $ 4W — $ 38, Oao $ ri,o1S- $ 1000- $ zrr000 - $ aoo - $ 01,0M 2 0 PR7of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE B Costa Mesa Sanitary District (CMSD) Sewer Main Replacement Project No. 168 Phase 1 (The following deletable Schedule B may or may not be part of the Contract) 7 E_ A* 10 105 LF Furnish and Install 12 -Inch PVC AWWA C900 CL 200 Sewer Force Main @ -EWO ltuo. Dollars and 7x10 Cents $ a40 - $ 25, 2m Per Lineal Foot 4 EA Furnish and Install 72 -Inch Manhole 9,4- k,.6ms @ tl,At,. 4a.zs Dollars and -C-kr o Cents $ 13, UDG - $ S 4 y 000- Per Each 1 EA Furnish and Install 48 -Inch Manhole @N 4��� Dollars and ZJtfc3 Cents $ `1.SOo $ 11, 5OG Per Each 1 EA Furnish and Install 72 -Inch Drop Manhole Dollars and ZQfo Cents $ is.000- $ la,ccoo� Per Each 9 EA Remove Existing Manhole Frame and Cover and Backfill Manhole with slurry 447 @ =kwp 4" " --, Dollars and -rwo Cents $ 2�-7 $ 26,2SO Per Each 9 M PR8of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE B Costa Mesa Sanitary District (CMSD) Sewer Main Replacement Project No. 168 Phase I (The following deletable Schedule B may or may not be part of the Contract) 11. Lump Sum Remove Interfering Portions of Existing Sewer Main Dollars and T_RiO Cents Per Lump Sum 12. Lump Sum Connect 12 -Inch Sewer Force Main to Existing Pump Station kLd_,6�rl @ Dollars and CA�o Cents Per Lump Sum 13. Lump Sum Connect 12 -Inch Sewer Force Main to Existing 10 -Inch Force Main @ 4ke- 45Kbo. -3 Dollars and zcC o Cents Per Lump Sum 14. 4 EA Replace Traffic Loops Damaged by Construction @ 1 w- 11ta,.aner) Dollars and zS_Y'o Cents Per Each 15. Lump Sum Provide Sewage Flow Diversion During Construction @ -"ADollars and �r.. Cents Per Lump Sum $ 4oG $ 2, 4OG - $ Z,,0-00- $ SP0O3, $ 1,UOG� $ t%,©00-- k 0 PR9of15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE B Costa Mesa Sanitary District (CMSD) Sewer Main Replacement Project No. 168 Phase I (The following deletable Schedule B may or may not be part of the Contract) 16. Lump Sum Traffic Control @ Dollars and Zxro Cents $ _Ls, C*C, — Per Lump Sum 17. Lump Sum Excavation and Safety Measures @ rum A"aQ Dollars and Za.ro Cents Per Lump Sum 18. Lump Sum Surveying Services @ X,,kK A& r-s Dollars and -txa Cents $ S,o-00- Per Lump Sum SUBTOTAL CMSD DELETABLE SCHEDULE B $ k PR 10 of 15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE C Irvine Ranch Water District (IRWD) Water Main Replacement Project No. 10364 (The following deletable Schedule C may or may not be part of the Contract) Lump Sum Mobilization, Demobilization and Cleanup @ Dollars and Cents $ 4o,choo- Per Lump Sum 1,405 LF Furnish and Install 12 -Inch PVC C900 (CL 200). @ 4�r Q h�rar�J F`� Dollars and Le (o Cents $ IIS— $ lulls-Is' Per Lineal Foot 3. 330 LF Furnish and Install 8 -Inch PVC C900 (CL 200) qtr @ oru. 1RUra n.\ Dollars —Dollars and -U(o Cents Per Lineal Foot 4. 20 LF Furnish and Install 6 -Inch PVC C900 (CL 200) 5. @ kurJr a Dollars and yrc� Cents Per Lineal Foot 30 LF Furnish and Install 4 -Inch PVC C900 (CL 200) @ nv� 1�.,ht°'s Dollars and 7-e;.J C� Cents Per Lineal Foot $ -Loo - $ Sle,loo� 9 0 PR 11 of 15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE C Irvine Ranch Water District (IRWD) Water Main Replacement Project No. 10364 (The following deletable Schedule C may or may not be part of the Contract) 6. 8 EA Fumish and Install 12 -Inch Butterfly Valve 5,o,vw �etia+c� @ -Ew. -yt6'.au"a Dollars and zAw Cents $ Per Each 7. 5 EA Furnish and Install 8 -Inch Resilient Wedge Valve 60brx1 @ o� ltl na��a { Dollars and zuc Cents ocx�- Per Each 8 5 EA Fumish and Install Fire Hydrant Dollars and Zelo — Cents $ S,000- $ ZS, cuxs-' Per Each 9. 4 EA Remove Fire Hydrant and Lateral t,,,. t•.wnDr.�c� @ om -(✓ e,,,zara Dollars and Zefo Cents $ t,zoc�,- $ '+,BGG Per Each 10. 4 EA Abandon Existing Water Mains and Valves @ Dollars and Zclo Cents $ I. sco - $ 6. boo Per Each x E • PR 12 of 15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE C Irvine Ranch Water District (IRWD) Water Main Replacement Project No. 10364 (The following deletable Schedule C may or may not be part of the Contract) 11. 10 EA Furnish and Install 1 -Inch Water Service @ tWo A— c.z Dollars and Z�� o Cents $ 2,coo - noo- Per Each 12. 1 EA Furnish and Install 4 -Inch Water Service with Manifold Assembly @ Qlaao Dollars and ?_ero Cents $ 4 000 $ L+.oecr- Per Each T 13. 1 EA Install Water Quality Sampling Station @ Dollars and zzso Cents $ s, ow' $ s,c-oo� Per Each 14. Lump Sum Furnish and Install Connection at University Drive @ A:,g1L 4w o,r::ZN Dollars and zk 1ro Cents $ $,600, ' Per Lump Sum 15. Lump Sum Furnish and Install Connection at Mesa Drive @. 4aZ Dollars and ZR.fv Cents 4,6co-� Per Lump Sum 9 • PR 13 of 15 l ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE C Irvine Ranch Water District (IRWD) Water Main Replacement Project No. 10364 (The following deletable Schedule C may or may not be part of the Contract) 16. Lump Sum Furnish and Install Connection at Mira Loma Place @ go.,r 4t,,a 7 Dollars and zx�o Cents Per Lump Sum 17. Lump Sum Furnish and Install Connection at La Canada Place @ �,owr -A-o�. ga3 Dollars and znr(.> Cents Per Lump Sum 18. Lump Sum Furnish and Install Connection at Anniversary Lane @_ far A"&rs Dollars and 71f 0 Cents Per Lump Sum 19. Lump Sum Pressure Test, Disinfect and Flush New Mains @ 1�o��a�� Dollars and 7SL& Cents Per Lump Sum 20. 5 EA Replace Traffic Signal Loops Damaged by Construction @ ,air kuv,&O Dollars and -CX�Cv Cents Per Each $ 4W' $ LI , odo- $ 4,�� $ 2 , OOrr� J 9 PR 14 of 15 ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE DELETABLE SCHEDULE C Irvine Ranch Water District (IRWD) Water Main Replacement Project No. 10364 (The following deletable Schedule C may or may not be part of the Contract) 21. Lump Sum Traffic Control @ &o,) Dollars and Z�L+o Cents $ ts,cz! a Per Lump Sum 22. Lump Sum Excavation and Safety Measures @ s + 4a�cr2� Dollars and W� Cents $ t.,aoo� Per Lump Sum 23. Lump Sum Surveying Services �w v c @ %, ' Dollars and Cents $ 31sC-)� Per Lump Sum TOTAL PRICE FOR Wu. and 7J/o TOTAL PRICE FOR SUBTOTAL IRWD DELETABLE SCHEDULE C $ 1`117S, 4 1S � HEDULE A IN WRITTEN WORDS I tv tu. A —o.t. Cents and Zluo Cents IN WRITTEN WORDS TOTAL PRICE FOR SCHEDULE,ArC IN WRITTEN WORDS ll,UL nR and 7 A-+,) Cents S I— 1, (12114 IZ Total Schedule A Price (Figures) Total Schedule B Price (Figures) Total Schedule C Price (Figures) 0 PR 15 of 15 TOTAL PRICE FOR SCHEDULE A +B +C IN WRITTEN WORDS L 4"k--1-J S"xr� twn nillio, Aoo! 6461ezl jbQAtLt yFO>a _l S 4 Uutn, Dollars 2� 4S-7 C>V_7 CO and Z c-ro Cents $ Total Schedule C Price (Figures) Date ril Ce I 2 1331 Bidder's Telephone and Fax Numbers 7308 J6 )k Bidder's License No(s). and Classification(s) Bidder JA6ffr Bidders Au hori igpture and Title i �CQ-zfxv� Bidder's Address 131 } &fl Cam, IOU • i PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS CONTRACT NO. C -3411 INTRODUCTION 1 PART 1 - -- GENERAL PROVISIONS SECTION 1 TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 2 SECTION 2 SCOPE AND CONTROL OF THE WORK 2 2 -6 WORK TO BE DONE 2 2 -7 SUBSURFACE DATA 3 2 -9 SURVEYING 3 2 -9.2 Construction Surveying Staking 3 2 -9.6 Survey Monuments 3 2 -12 PRE - CONSTRUCTION VIDEO 3 SECTION 3 CHANGES IN WORK 3 3-3 EXTRA WORK 3 3 -2.2 Payment 3 3 -3.2.3 Markup 3 SECTION 4 CONTROL OF MATERIALS 4 4-1 MATERIALS AND WORKMANSHIP 4 4 -1.3 Inspection Requirements 4 4 -1.3.4 Inspection and Testing 4 SECTION 5 UTILITIES 4 5 -1 LOCATION 4 5 -2 PROTECTION 5 5 -7 ADJUSTMENTS TO GRADE 5 5 -8 SALVAGED MATERIALS 5 5-9 TRAFFIC SIGNAL LOOPS 5 SECTION 6 PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 5 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK 5 6 -7., TIME OF COMPLETION 6 6 -7.1 General 6 6 -7.2 Working Days 6 6 -7.4 Working Hours 6 6-9 LIQUIDATED DAMAGES 6 6-11 SEQUENCE OF CONSTRUCTION 7 6 -11.1 Multiple Headings 7 6 -11.2 Sequencing Construction to Maintain Water Service 7 6- 11.2.1 CMSD Sewer Main Replacement (Irvine Ave at Mesa Dr) 7 6- 11.2.2 IRWD Water Main Replacement (Irvine Ave from University Dr to Mesa Dr) 8 6- 11.2.3 City of Newport Beach Water Main Replacement (Irvine Ave from University Dr to Bristol St) 9 6 -11.3 Isolation of Existing Water Mains 9 SECTION 7 RESPONSIBILITIES OF THE CONTRACTOR 10 7 -5 PERMITS 10 7 -7 COOPERATION AND COLLATERAL WORK 10 7 -8 PROJECT SITE MAINTENANCE 10 7 -8.5 Temporary Light, Power and Water 10 7 -8.6 Water Pollution Control 10 7 -8.6.1 Best Management Practices and Monitoring Program 11 7 -8.8 Dewatering 11 7 -8.9 Disposal of Flushing Water 11 7 -10 PUBLIC CONVENIENCE AND SAFETY 11 7 -10.1 Traffic and Access 11 7 -10.2 Storage of Equipment and Materials in Public Streets 12 7 -10.3 Street Closures, Detours, Barricades 12 7- 10.3.1 Temporary Steel Plates 12 7 -10.4 Public Safety 14 7- 10.4.1 Safety Orders 14 7 -10.5 "No Parking" Signs 14 7 -10 -6 Notices to Residents 14 7 -10.7 Public Information Sign 14 7 -15 CONTRACTOR LICENSES 15 7 -16 CONTRACTOR'S RECORDSIAS BUILT DRAWINGS 15 SECTION 8 FACILITIES FOR AGENCY PERSONNEL 15 SECTION 9 MEASUREMENT AND PAYMENT 15 9 -3 PAYMENT 15 9 -3.1 General 15 9 -3.2 Partial and Final Payment 29 PART 2--- CONSTRUCTION MATERIALS SECTION 201 CONCRETE, MORTAR, AND RELATED MATERIALS 29 201 -1 PORTLAND CEMENT CONCRETE 29 200 -1.1 Requirements 29 201 -1.1.2 Concrete Specified by Class 29 201 -1.1.3 Concrete Specified by Special Exposure 29 201 -1.1.4 Concrete Specified by Compressive Strength 29 201 -2 REINFORCEMENT FOR CONCRETE 29 201 -2.2.1 Reinforcing Steel 29 SECTION 207 PIPE 29 207 -2 REINFORCED CONCRETE PIPE (RCP) 29 207 -2.5 Joints 29 207 -9 IRON PIPE AND FITTINGS 30 207 -9.2 Ductile Iron Pipe for Water and Other Liquids 30 207 -9.2.3 Fittings 30 207 -9.2.4 Lining and Coating 30 207 -9.2.6 Polyethylene Encasement for External Corrosion Protection 30 207 -9.4 AWWA Butterfly Valves 30 207 -9.4.1 General 30 207 -9.5 AWWA Resilient Wedge Gate Valves 31 207 -9.5.1 General 31 207 -10 STEEL PIPE 31 207 -10.2 Fabricated Steel Pipe 31 207 - 10.2.1 General 31 207 - 10.2.2 Design Criteria 32 207 - 10.2.5 Joints 32 207 - 10.2.8 Welding 32 207 - 10.2.9 Product Marking 32 207 -10.4 Protective Lining and Coating for Steel Pipe 32 207- 10 -4.1 General 33 207 - 10.4.7 Tape Coating System 33 207 - 10.4.7.1 General 33 207 - 10.4.7.2 Cold Applied Plastic Tape 33 207 - 10.4.7.2.1 General 33 207 - 10.4.7.2.2 Certificate of Compliance 34 207 - 10.4.7.2.3 Weld Bead Preparation 34 207 - 10.4.7.2.4 Surface Preparation 35 207 - 10.4.7.2.5 Blast Cleaning 35 207 - 10.4.7.2.6 Primer Application 36 207 - 10.4.7.2.7 Inner Layer Tape Application 38 207 - 10.4.7.2.8 Outer Layer Tape Application 39 207 - 10.4.7.2.9 Materials 40 207 -25 POLYVINYL CHLORIDE (PVC) PLASTIC PRESSURE PIPE 52 207 -26 TEMPORARY HIGHLINE PRESSURE PIEP 53 207 -27 PIPE APPURTENANCES 53 SECTION 209 ELECTRICAL COMPONENTS 53 209 -3 CORROSION MONITORING SYSTEM 53 SECTION 214 PAVEMENT MARKERS 67 214 -4 NON - REFLECTIVE MARKERS 67 214-5 REFLECTIVE MARKERS 67 PART 3 -- CONTRUCTION METHODS SECTION 300 EARTHWORK 67 300 -1 CLEARING AND GRUBBING 67 300 -1.3 Removal and Disposal of Materials 67 300 -13.1 General 68 300 -1.3.2 Requirements 68 30D -1.5 Solid Waste Diversion 68 SECTION 302 ROADWAY SURFACING 68 302 -5 ASPHALT CONCRETE PAVEMENT 68 302 -5.1 General 68 3021 -5.4 Tack Coat 68 302 -6 PORTLAND CEMENT CONCRETE PAVEMENT 68 302 -6.6 Curing 68 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 69 303 -5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 69 303 -5.1 Requirements 69 303 -5.1.1 General 69 303 -5.4 Joints 69 9 303 -5.4.1 General 69 303 -5.5 Finishing 69 303 -5.5.1 General 69 303 -5.5.2 Curb 69 303 -5.5.4 Gutter 69 SECTION 306 UNDERGROUND CONDUIT CONSTRUCTION 69 306 -1.1.1 General 69 306 -1.1.2 Maximum Length of Open Trench 70 306 -1.1.5 Removal and Replacement of Surface Improvement 70 306 -1.1.6 Bracing Excavations 70 306 -1.1.7 Dewatering 70 306 -1.2.1 Bedding 71 306 - 1.2.14 Installation of Cement Mortar -Lined and Tape Wrapped/ Mortar Overcoat Steel Pipe 71 306 - 1.2.14.1 Installation of Pipe 71 306 - 1.2.14.2 Welded Joints 74 306 - 1.2.14.3 Joint Coating and Lining 77 306 - 1.2.14.4 Installation of Pipe Appurtenances 78 306 -1.3 Backfill and Disinfection 79 306 -1.4 Testing Pipelines 79 306 -1.4.7 Water Main Disinfection 79 306 -5 ABANDONMENT OF CONDUITS AND STRUCTURES 79 306 -5.1 Abandoning Water Mains 79 306 -5.2 Abandoning Valves 79 306 -5.3 Abandoning Fire Hydrants 80 306 -5.4 Removal of A.C. Pipe and Fittings 80 SECTION 307 STREET LIGHTING AND TRAFFIC SIGNALS 80 307 -4 GENERAL 80 SECTION 310 PAINTING 81 310 -5 PAINTING VARIOUS SURFACES 81 310 -5.6 Painting Traffic Striping, Pavement Markings, and Curb Markings 81 310 -5.6.6 Preparation of Existing Surfaces 81 310 -5.6.7 Layout, Alignment and Spotting 82 310 -5.6.8 Application of Paint 82 SECTION 312 PAVEMENT MARKER PLACEMENT AND REMOVAL 82 312 -1 PLACEMENT 82 PART 4 SECTION 400 ALTERNATE ROCK PRODUCTS, ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE AND UNTREATED BASE MATERIALS 83 600 -2 CRUMB RUBBER MODIFIED (CRM) BINDERS AND PAVEMENTS -WET PROCESS 83 600 -2.1 Asphalt Rubber. 83 600 -2.1.1 General 83 600 -2.6 Asphalt- Rubber Hot Mix Gap Graded 83 600 -2.6.3 Rolling 83 600 -2.7 Asphalt- Rubber and Aggregate Membrane (ARAM) Surfacing or Interlayer 83 C] 207 -25 POLYVINYL CHLORIDE (PVC) PLASTIC PRESSURE PIPE 56 207 -25.1 General 56 207 -25.2 Fittings 56 207 -25.3 Pipe Identification 56 207 -26 TEMPORARY HIGHLINE PRESSURE PIPE 56 207.26.1 General 56 207 -27 PIPE APPURTENANCES 56 207 -27.1 General 56 207 -27.2 Valve Boxes 56 207 -27.3 Sleeve -Type Couplings 56 207 -27.4 Nuts and Bolts 56 SECTION 209 ELECTRICAL COMPONENTS 57 209 -3 CORROSION MONITORING SYSTEM 57 209 -3.1 General 57 209 -3.2 Specifications and Standards 57 209 -3 -3 Submittals 58 209 -3.4 Test and Inspection Notification 58 209 -3.5 Materials 58 209 -3.5.1 Pre - Packaged Magnesium Anodes 59 209 -3.5.2 At -Grade Test Stations 60 209 -3.5.3 Wire and Cable 60 209 -15.4 Insulating Flange Kit 61 209 -3.5.5 Wax Tape Wrap 61 209 -3.5.6 Alumino- thermic Weld Kits 62 209 -3.5.7 Polyethylene Sheet 62 209 -3.5.8 Plastic Warning Tape 62 209 -16 Execution 62 209 -3.6.1 Magnesium Anodes 62 209 -3.6.2 At -Grade Test Stations 63 209 -3.6.3 Wire and Cable 64 209 -16.4 Insulating Flange Kits 65 209 -3.6.5 Wax Tape Coating 65 209 -3.6.6 Continuity Bonding 66 209 -3.6.7 Wire to Pipe Connections 67 209 -3.6.8 Polyethylene Encasement 67 209 -3.7 Testing and Inspection 68 209 -3.7.1 Test Leads and Bond Wires 68 209 -3.72 Test lead Trenching and Backfill 68 209 -3.7.3 Continuity Testing 68 209 -3.7.4 Anodes and Cathodic Protection Performance 69 209 -3.7.5 Insulator Testing 70 209 -3.7.6 Wax Tape Coating 71 209 -17.7 Compliance with Specifications 71 SECTION 214 PAVEMENT MARKERS 71 214-4 NONREFLECTIVE PAVEMENT MARKERS 71 214-5 REFLECTIVE PAVEMENT MARKERS 71 PART 3--- CONSTRUCTION METHODS SECTION 300 EARTHWORK 72 300 -1 CLEARING AND GRUBBING 72 300 -1.3 Removal and Disposal of Materials 72 300 -1.3.1 General 72 300 -1.3.2 Requirements 72 300 -1.5 Solid Waste Diversion 72 SECTION 302 ROADWAY SURFACING 72 302 -5 ASPHALT CONCRETE PAVEMENT 72 302 -5.1 General 72 302 -5.4 Tack Coat 73 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 73 302 -6.6 Curing 73 SECTION 303 CONCRETE AND MASONRY CONSTRUCTION 73 303 -5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 73 303 -5.1 Requirements 73 303 -5.1.1 General 73 303 -5.4 Joints 73 303 -5.4.1 General 73 303 -5.5 Finishing 73 303 -5.5.1 General 73 303 -5.5.2 Curb 74 303 -5.5.4 Gutter 74 SECTION 306 UNDERGROUND CONDUIT CONSTRUCTION 74 306 -1.1.1 General 74 306 -1.1.2 Maximum Length of Open Trench 74 306 -1.1.5 Removal and Replacement of Surface Improvement 74 306 -1.1.6 Bracing Excavations 74 306 -1.1.7 Dewatering 74 306 -1.2.1 Bedding 75 306 - 1.2.14 Installment of Cement Mortar -Lined and Tape Wrapped/ Mortar Overcoat Steel Pipe 76 306- 1.2.14.1 Installation of Pipe 76 0 306 - 1.2.14.2 Welded Joints 78 306- 1.2.14.3 Joint Coating and Lining 81 306 - 1.2.14.4 Installation of Pipe Appurtenances 83 306 -1.3 Backfill and Densification 84 306 -1.4 Testing Pipelines 84 306 -1.4.7 Watermain Disinfection 84 306-5 ABANDONMENT OF CONDUITS AND STRUCTURES 84 306 -5.1 Abandoning Water Mains 84 306 -5.2 Abandoning Valves 84 306 -5.3 Abandoning Fire Hydrants 85 306 -5.4 Removal of A.C. Pipe and Fittings 85 SECTON 307 STREET LIGHTING AND TRAFFIC SIGNALS 85 307 -4 TRAFFIC SIGNAL CONSTRUCTION 85 307 -4.9.3 Inductive Loops 85 SECTION 308 LANDSCAPE AND IRRIGATION INSTALLATTION 85 308 -1 GENERAL 85 SECTION 310 PAINTING 87 310 -5 PAINTING VARIOUS SURFACES 87 310 -5.6.6 Preparation of Existing Surfaces 87 310 -5.6.7 Layout, Alignment and Spotting 87 310 -5.6.8 Application of Paint 87 SECTION 312 PAVEMENT MARKER PLACEMENT AND REMOVAL 88 312 -1 PLACEMENT 88 PART 4 SECTION 400 ALTERNATE ROCK PRODUCTS, ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE AND UNTREATED BASE MATERIAL 88 400 -2 UNTREATED BASE MATERIALS 88 400 -2.1 General 88 400 -2.1.1 Requirements 88 PART 6 SECTION 600 MODIFIED ASPHALTS, PAVEMENTS AND PROCESSES 88 600 -2 CRUMB RUBBER MODIFIED (CRM) BINDERS AND PAVEMENTS -WET PROCESS 88 600 -2.1 Asphalt- Rubber 88 600 -2.1.1 General 88 600.2.6 . Asphalt- Rubber Hot Mix Gap - Graded 88 600 -2.6.3 Rolling 88 600 -2.7 Asphalt- Rubber and Aggregate Membrane (ARAM) Surfacing or Intedayer 88 APPENDICES APPENDIX A Boring Logs from Geotechnical Report Prepared by Ninyo & Moore, February 26, 2004. The complete Geotechnical Report is available at the City of Newport Beach, Public Works counter. APPENDIX B IRWD Holiday Schedule APPENDIX C CRWQCB — Dewatering Permit Requirements i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS CONTRACT NO. C -3411 INTRODUCTION All work necessary for the completion of various portions of this contract shall be done in accord with the following: City of Newport Beach — Water Main Replacement These Special Provisions Construction Plans (Drawing No. W- 5305 -S) The City's Standard Special Provisions and Standard Drawings for Public Works Construction Standard Specifications for Public Works Construction Costa Mesa Sanitary District (CMSD) — Sewer Main Replacement These Special Provisions Construction Plans (Project No. 168, Phase 1) CMSD Standard Plans and Specifications for Construction of Sanitary Sewers Standard Specifications for Public Works Construction Irvine Ranch Water District (IRWD) — Water Main Replacement These Special Provisions (Part 1 — General Provisions Only) Construction Plans (Project No. 10364) IRWD Construction Manual for the Construction of Water, Sewer and Reclaimed Water Facilities Standard Specifications for Public Works Construction Copies of the Standard Special Provisions and Standard Drawings for the City of Newport Beach may be purchased at the Public Works Department. Copies of the CMSD Standard Plans and Specifications for Construction of Sanitary Sewers may be purchased at the District Office. Copies of the IRWD Construction Manual may be purchased at the District Office. 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. r L 0 SP 1 OF 83 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS CONTRACT NO. C -3411 INTRODUCTION All work necessary for the completion of various portions of this contract shall be done in accord with the following: City of Newport Beach — Water Main Replacement These Special Provisions Construction Plans (Drawing No. W- 5305 -S) The City's Standard Special Provisions and Standard Drawings for Public Works Construction Standard Specifications for Public Works Construction Costa Mesa Sanitary District (CMSD) — Sewer Main Replacement These Special Provisions Construction Plans (Project No. 168, Phase 1) CMSD Standard Plans and Specifications for Construction of Sanitary Sewers Standard Specifications for Public Works Construction Irvine Ranch Water District (IRWD) — Water Main Replacement These Special Provisions (Part 1 — General Provisions Only) Construction Plans (Project No. 10364) IRWD Construction Manual for the Construction of Water, Sewer and Reclaimed Water Facilities Standard Specifications for Public Works Construction Copies of the Standard Special Provisions and Standard Drawings for the City of Newport Beach may be purchased at the Public Works Department. Copies of the CMSD Standard Plans and Specifications for Construction of Sanitary Sewers may be purchased at the District Office. Copies of the IRWD Construction Manual may be purchased at the District Office. 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. 0 0 SP2OF83 The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 -2 DEFINITIONS. Add to this section: "Design Engineer - Daniel Boyle Engineering, Inc. 23231 South Pointe Drive, Suite 103 Laguna Hills, California 92653 Attention: Mr. Joe Boyle, P.E. (949) 768 -2600 x 120 (949) 586 -5188 Fax" SECTION 2- -SCOPE AND CONTROL OF THE WORK 2 -6 WORK TO BE DONE. Add to this section: "City of Newport Beach Water Main Replacement (Irvine Avenue from University Drive to Bristol Street) The work to be done under this contract consists of the abandonment of a 12 -inch and 16 -inch water transmission main and the construction of a 24 -inch transmission main and 8 -inch distribution water main including all appurtenances, fittings and connections within and adjacent to Irvine Avenue and providing traffic control per the Contract Documents. Costa Mesa Sanitary District Sewer Main Replacement (Irvine Avenue at Mesa Drive) The work to be done under this contract consists of the abandonment of 8 -inch and 12 -inch gravity sewer mains and the construction of 8 -inch, 12 -inch, 18 -inch and 21 -inch gravity sewer mains and abandonment of a 10 -inch sewer force main and construction of a new 12 -inch sewer force main including all manholes, appurtenances, fittings and connections within Irvine Avenue and Mesa Drive and providing traffic control per the Contract Documents. Irvine Ranch Water District Water Main Replacement (Irvine Avenue from University Drive to Mesa Drive) The work to be done under this contract consists of the abandonment of 4 -inch and 6 -inch water distribution mains and construction of 8 -inch and 12 -inch water mains including all appurtenances, fittings and connections within and adjacent to Irvine Avenue and providing traffic control per the Contract Documents. 0 9 SP3OF83 2 -7 SUBSURFACE DATA. Add to this section: "The following report has been prepared for the City of Newport Beach and is available for review at the Public Works Department: 'Geotechnical Evaluation Irvine Avenue Water and Sewer Mains Newport Beach, California" prepared by Ninyo & Moore, dated, February 26, 2004.' A copy of the boring logs from the geotechnical report is in Appendix B." 2 -9 SURVEYING 2 -9.3 Survey Service. Add to this section: "The 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 filing of a Comer Record and /or a Record of Survey with the . County Surveyor's Office is required after the Work completion. All existing street centerline ties and property corner monuments are to be preserved. The Contractor shall be responsible for the cost of restoring all survey ties and /or monuments damaged by the Work." 2 -9.6 Survey Monuments. The Contractor shall, prior to the beginning of work, inspect the project for existing survey monuments and then schedule a meeting with the City Surveyor to walk the project to review the survey monuments. The 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, the City shall have the affected survey monuments restored per records, at Contractor's expense. 2 -12 PRE - CONSTRUCTION VIDEO. Prior to any construction activities, the Contractor shall provide the City with a videotape (VHS format) of the condition of the existing street, curb, gutter, sidewalk and bike /walk trail adjacent to the proposed pipeline. SECTION 3 -- CHANGES IN WORK 3 -3 EXTRA WORK . 3 -3.2 Payment 3 -3.2.3 Markup. Replace this section with, "(a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor ............. ............................... 20 2) Materials ........ ............................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 To the sum of the costs and markups provided for in this subsection, 1 percent shall be added for compensation for bonding. (b) Work by Subcontractor. When a Subcontractor performs all or any part of the extra work, the markup established in 3- 3.2.3(a) shall be applied to the 9 0 SP4OF83 Subcontractor's actual cost of such work. The Contractor may add a markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work. This Section only applies to work in excess of the estimated quantities shown in the Proposal." SECTION 4- -- CONTROL OF MATERIALS 4 -1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4 -1.3.4 Inspection and Testing. All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used in the work until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer full information as to the progress of the work in its various parts and shall give the Engineer timely (48 hours minimum) notice of the Contractors readiness for inspection. The City shall 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 the Engineer, additional tests and retesting due to failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed his work, such tests and inspections shall be paid for by the Contractor. SECTION 5--- UTILITIES 5 -1 LOCATION. Add to the end of this section: "The Contractor shall field verify the location and depth (pothole) of all crossing utilities and services, parallel utilities in close proximity to the proposed pipeline, and point of connections prior to submittal of the pipe laying diagrams. The Contractor shall provide the Engineer with the pothole information consisting of pipe station, distance from curb, depth of cover from the finished surface to the top of pipe, and the size and material of the utility /connection pipeline. In addition, the Contractor shall expose all utilities and services at least 300 linear feet in advance of the actual pipe excavation operations. The Contractor shall repair all potholes the same day the utility is exposed. The Contractor shall place permanent asphalt concrete per Section 302. Temporary (cold mix) A.C. will not be allowed." 5 -2 PROTECTION. In the event that an existing pull or meter box or cover is damaged by the work and is not re- usable, the Contractor shall provide and install a new pull or meter box or cover of identical type and size at no additional cost to the City. 0 • SP5OF83 5-7 ADJUSTMENTS TO GRADE. The Contractor shall adjust to finish grade new water meter boxes, water valve covers, sewer manholes, sewer cleanouts and survey monuments utilized for the construction of sewer and water mains. 5 -8 SALVAGED MATERIALS. The Contractor shall remove and salvage all existing sewer manhole, grade rings, water valve cans and covers, meter or valve box covers on abandoned facilities. The Contractor shall salvage all removed cast iron pipes. All salvaged material owned bX the City of Newport Beach shall be delivered to the City's Utility Yard at-949 West 16 Street, Newport Beach, CA 92663. All salvaged material owned by Irvine Ranch Water District shall be delivered to IRWD Operations Center at 3512 Michelson Drive, Irvine, CA 92612. All salvaged material owned by Costa Mesa Sanitary District shall be delivered to CMSD Maintenance Yard at 2310 North Placentia Avenue, Costa Mesa, CA 92627. The Contractor shall coordinate and make arrangements for the delivery of salvaged materials by contacting the City, IRWD and CMSD. 5 -9 TRAFFIC SIGNAL LOOPS. All traffic signal loops destroyed or damaged during construction shall be replaced or repaired by the Contractor immediately per the City of Newport Beach requirements. The City shall inspect all traffic loop construction. All costs for replacing or repairing traffic signal loops shall be included in the unit price contained in the Proposal. SECTION 6-- PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add to this section: 'The time of completion as specified in Section 6 -7, shall commence on the date of the `Notice to Proceed'." 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 the Engineer. The Contractor shall submit a construction schedule to the Engineer for approval a minimum of five (5) working days prior to commencing any work. Schedule may be bar chart or CPM style. The Engineer will review the schedule and may require the Contractor to reschedule to conform to the requirements of the Contract Documents. If work falls behind the approved schedule, the Contractor shall be prohibited from starting additional work until he has exerted extra effort to meet his original schedule and has demonstrated that he will be able to maintain his approved schedule in the future. Such stoppages of work shall in no way relieve the Contractor from his overall time of completion requirement, nor shall it be constructed as the basis for payment of extra work because additional men and equipment were required on the job." The term 'Work" as used herein shall include all removals, adjustments, installation, and replacements. The Contractor shall furnish City with original certificates of insurance with original endorsements effecting coverage required by this contract (Section G) to the City for processing and approval prior to City permitting any work on site to commence. 41 0 SP6OF83 6 -7 TIME OF COMPLETION 6 -7.1 General. Add to this section: "the Contractor shall complete all work under the Contract within 150 consecutive working days from the "Notice to Proceed ". The working days include time for shop drawing preparation, review and approval, pipe manufacturing and delivery. It will be the Contractor's responsibility to ensure the availability of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time for 100 percent completion of work." 6 -7.2 Working Days. Revise 3) to read: "any City holiday, defined as January 1 st, the third Monday in January (Martin Luther King Day), the third Monday in February (President's Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday in November (Thanksgiving), and December 25th (Christmas). If January 1st, July 4th, November 11th or December 25th falls on a Sunday, the following Monday is a holiday." The IRWD Holiday Schedule shown in Appendix B to be followed during the construction of IRWD facilities. 6 -7.4 Working Hours. Normal working hours are limited to 7:00 A.M. to 4:30 P.M. Monday through Friday except as specified on traffic control plans. As identified on the traffic control plans, the working hours in Irvine Avenue are as follows: Northbound Lane Closures: 9:00 a.m. to 4:30 p.m. Southbound Lane Closures 7:00 a.m. to 3:30 p.m. Refer to traffic control plans for all other working hour limitations and requirements. Should the Contractor elect to work outside normal working hours, he must first obtain special permission from the Engineer. The request may be for 4:30 P.M. to 6:30 P.M. on weekdays or 8:00 A.M. to 6 P.M. on Saturday only. A request for working during any of these 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. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $50.00 per hour when such time periods are approved. 6 -9 LIQUIDATED DAMAGES. Revise sentence three to read: "For each consecutive calendar day after the one hundred and forty consecutive working days specified for completion of the work, the time specified for completion of Work, whichever occurs first, as adjusted in accordance with subsection 6 -6, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $1,000. Revise paragraph two, sentence one, to read: "Execution of the Contract shall constitute agreement by the Agency and Contractor that $1,000 per day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time." • 41 SP7OF83 The intent of this section is to emphasize to the Contractor the importance of prosecuting the work in an orderly preplanned continuous sequence so as to minimize the disruption time to the public. 6 -11 SEQUENCE OF CONSTRUCTION 6-11.1 Multiple Headings. In order to meet the contract schedule, the Contractor will be allowed to initiate and maintain two or more construction headings. However, the Contractor will not be allowed to have multiple phases of work occurring that have the corresponding traffic control devices in conflict with each other. Total open trench at any one time is not to exceed 500 linear feet. 6 -11.2 Sequencing Construction to Maintain Water Service. The proposed water main replacements will need to be sequenced in order to maintain water service to the project area. The sequencing will need to be coordinated with the City a minimum of seven calendar days prior to beginning any connections and/or shut downs of existing water mains. The Contractor may use the following suggested sequencing plan or submit an alternative sequencing plan. The alternative sequencing plan shall be approved by the City prior to commencement of construction. 6- 11.2.1 CMSD Sewer Main Replacement (Irvine Avenue at Mesa Drive) The deletable Schedule B of the Proposal and these Special Provisions include CMSD sewer main replacement as illustrated on the Project Drawings. The deletables may or may not be included as part of the Contract. If Owner and CMSD elect to include CMSD sewer main replacement as part of the Contract, the construction of the CMSD facilities shall comply with all laws, ordinances, rules, and regulations including but not limited to all applicable requirements of the California Labor Code, prevailing wage laws, and CMSD Standard Plans & Specifications for the Construction of Sanitary Sewers. The CMSD Standard Plans & Specifications may be purchased at CMSD's main office at 234 East 17`" Street, Suite 205, Costa Mesa, CA 92627 by payment of $20.00 per manual. Construct 21 -inch sewer main between Station 90 +00 (connection to pump station wet well) and Station 90 +61.63. 2. Construct manhole at Station 90 +61.63 over existing 8 -inch sewer, break out existing 8 -inch sewer pipe within manhole and redirect flows into new 21 -inch sewer main. Perform bypass pumping for existing 8 -inch sewer as necessary for construction. 3. Remove existing 8 -inch sewer and construct 21 -inch sewer between proposed manholes at Station 90 +61.63 and Station 91 +02.43. 4. Construct all remaining sewer mains and manholes. Perform bypass pumping as necessary for construction. Break out existing sewer mains within new manholes and direct flows to new sewer mains with the construction of new channels in the manhole base. • 0 SP8OF83 6. Remove existing manholes, frames and covers and abandon manholes and sewer mains in place as required on the plans. 7. Construct new 12 -inch sewer force main. Perform bypass pumping from pump station wet well and make connections to existing force main piping or pumper trucks as necessary for construction. 6- 11.2.2 Irvine Ranch Water District Water Main Replacement (Irvine Avenue from University Dr to Mesa Dr) The deletable Schedule C of the Proposal and these Special Provisions include IRWD water main replacement as illustrated on the Project Drawings. The deletables may or may not be included as part of the Contract. If Owner and IRWD elect to include IRWD water main replacement as part of the Contract, the construction of the IRWD facilities shall comply with all laws, ordinances, rules and regulations including but not limited to all applicable requirements of the California Labor Code, prevailing wage laws, and IRWD Construction Manual for the Construction of Water, Sewer, and Reclaimed Water Facilities. The IRWD Construction Manual may be purchased at IRWD's main office at 15600 Sand Canyon Avenue, Irvine, CA 92618 by payment of $20.00 per manual. 1. Construct 12 -inch water main between approximate Station 70 +00 and Station 83 +73. 2. Construct laterals at five locations as shown on the plans. 3. Construct all fire hydrants, valves and appurtenances. 4. Construct services to a location adjacent to existing meters. 5. Complete pressure testing and disinfection testing of the new water mains. 6. Energize the new water main by connecting to the existing water main at Mesa Drive. 7. Reconnect services from the existing water main to the new water main. 8. Make connection to the existing 6 -inch water main at Anniversary Lane. 9. Make connection to the existing 6 -inch private lateral service at Station 77 +64.99 in Irvine Avenue. 10. Make connection to the existing 4 -inch water main at La Canada Place. 11. Make connection to the existing 4 -inch water main at Mira Loma Place. 12. Make connection to the existing 6 -inch water main at University Drive. 13. Abandon or remove existing 4 -inch and 6 -inch water mains in Irvine Avenue as required on the plans. • SP9OF83 6- 11.2.3 City of Newport Beach Water Main Replacement (Irvine Avenue from University Dr to Bristol St) 1. Construct the 24 -inch water main between approximate Station 40 +20 and Station 59 +20. 2. Construct laterals, valves, fire hydrants and air vacuum relief valve. 3. Complete pressure and disinfection testing of the 24 -inch water main between Station 40 +00 and 59 +00. 4. Energize the new 24 -inch water main by connecting to the existing transmission main at Station 59 +33.53 and Station 40 +00.00. 5. Make connection to the existing 8 -inch lateral at Orchard Drive (IRWD emergency connection). 6. Construct the 24 -inch water main between approximate Station 10 +06 and Station 33 +80. 7. Construct the 8 -inch water main between approximate Station 60 +00 and Station 63 +18. S. Construct laterals, valves, fire hydrants, blow -offs and air vacuum relief valves. 9. Construct services from new 8 -inch water main to a location adjacent to existing meters. 10. Complete pressure and disinfection testing of the new water mains 11. Energize the new 24 -inch main by connecting to the existing water mains at University Drive and Station 33 +88.54. 12. Connect new 8 -inch water main to the existing 6 -inch water main at Sta. 63 +23.15. 13. Reconnect services from the existing water main to the existing water main. 14. Abandon existing 12 -inch and 16 -inch water mains. 6 -11.3 Isolation of Existing Water Mains. The valve closures required to isolate the existing water mains for the proposed connections shall only be performed by the City or IRWD. The Contractor shall maintain the supply of water to the customers at all times except for the time to make the necessary connections to the existing mains. This shutdown will occur at an agreed upon time. A four -hour shut down of water facilities shall be done during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the hours of 11:00 p.m. to 5:00 a.m. will be allowed. The Contractor shall maintain adequate fire protection at all times during the construction of the project. 9 0 SP 10 OF 83 It is the Contractor's responsibility to provide advance notification to and coordinate the construction with the local fire department. SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR 7 -5 PERMITS. Delete the first sentence and replace with the following: "An OSHA permit to perform excavation or trench work will be required for this project and shall be the responsibility of the Contractor to obtain prior to the start of work. The City has obtained or is in the process of obtaining the following permit(s): County of Orange Right -of -Way Encroachment Permit (for the work within the County portion of Irvine Avenue). The City NPDES permit for dewatering can be utilized for this project. The Contractor's dewatering operations shall conform with all requirements of the California Regional Water Quality Control Board, Santa Ana Regional Waste Discharge Permit for Construction Dewatering issued to the City. A copy of the permit is attached in Appendix C." 7 -7 COOPERATION AND COLLATERAL WORK. Add to this section: "City of Newport Beach, CMSD and IRWD forces will perform all shut downs of water and sewer facilities as required. The Contractor shall give seven calendar days notice of the time he desires the shut down of facilities to take place. 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 hours of 11:00 p.m. to 5:00 a.m. will be allowed. The 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 the City of Newport Beach, Utilities Department. The City must approve any night time work in advance. " 7 -8 PROJECT SITE MAINTENANCE 7-8.5 Temporary Light, Power and Water. Add to this section: "If the Contractor elects to use the City's water, he shall arrange for a meter and tender an $813 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a quantity charge for water usage and repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, irrigation during maintenance period for landscaping, etc." 7 -8.6 Water Pollution Control. Add to this section: "Surface runoff water, including all water used during sawcutting operations, containing mud, silt or other deleterious material due to the construction of this project shall be treated by filtration or retention in settling basin(s) sufficient to prevent such material from migrating into any catch basin, Newport Harbor, the beach, or the ocean. The Contractor shall also comply with the Construction Runoff Guidance Manual which is available for review at the Public Works Department or can be found on the City's website at http://www.city.newport- beach.ca. us /pubworks /links.htm." 0 • SP 10 OF 83 It is the Contractor's responsibility to provide advance notification to and coordinate the construction with the local fire department. SECTION 7--- RESPONSIBILITIES OF THE CONTRACTOR 7 -5 PERMITS. Delete the first sentence and replace with the following: "An OSHA permit to perform excavation or trench work will be required for this project and shall be the responsibility of the Contractor to obtain prior to the start of work. The City has obtained or is in the process of obtaining the following permit(s): County of Orange Right -of -Way Encroachment Permit (for the work within the County portion of Irvine Avenue): An NPDES permit for .dewatering will be required for this project. The Contractor's dewatering operations shall conform with all requirements of the California Regional Water Quality Control Board, Santa Ana Regional Waste Discharge Permit for Construction Dewatering issued to the City. A copy of the permit is attached in Appendix A." 7 -7 COOPERATION AND COLLATERAL WORK. Add to this section: "City of Newport Beach, CMSD and IRWD forces will perform all shut downs of water and sewer facilities as required. The Contractor shall give seven calendar days notice of the time he desires the shut down of facilities to take place. 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 hours of 11:00 p.m. to 5:00 a.m. will be allowed. The 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 the City of Newport Beach, Utilities Department. The City must approve any night time work in advance. " 7 -8 PROJECT SITE MAINTENANCE 7 -8.5 Temporary Light, Power and Water. Add to this section: "If the Contractor elects to use the City's water, he shall arrange for a meter and tender an $813 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a quantity charge for water usage and repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, irrigation during maintenance period for landscaping, etc." 7 -8.6 Water Pollution Control. Add to this section: "Surface runoff water, including all water used during sawcutting operations, containing mud, silt or other deleterious material due to the construction of this project shall be treated by filtration or retention in settling basin(s) sufficient to prevent such material from migrating into any catch basin, Newport Harbor, the beach, or the ocean. The Contractor shall also comply with the Construction Runoff Guidance Manual which is available for review at the Public Works Department or can be found on the City's website at http://www.city.newport- beach.ca.us /pubworks /links. him." i 7 -8.6.1 Best Management Practices and Contractor shall submit a Best Management Practice wastewater or storm water runoff from the project site following: SP 11 OF 83 Monitoring Program. The (BMP) plan for containing any including, but not limited to the a. No placement of construction materials where they could enter marine waters. 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 sawcutting. 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 the Engineer prior to any work. The City of Newport Beach will monitor the adjacent storm drains and streets for compliance, failure of the Contractor to follow BMP will result in immediate cleanup by City Forces and the back charging of the Contractor for all costs plus 15 percent. 7 -8.8 Dewatering. Groundwater may be encountered during the excavation of the project. The Contractor will be responsible for providing, installing, maintaining and operating a dewatering system in the project area if groundwater is encountered. The Contractor's dewatering operations shall conform with all requirements of the California Regional Water Quality Control Board, Santa Ana Regional Waste Discharge Permit for Construction Dewatering issued to the City. A copy of the permit is attached in Appendix A. 7 -8.9 Disposal of Flushing Water. The Contractor will be required to flush the proposed water pipelines with water to remove dirt and debris as specified in Section 306- 1.4.7. The Contractor will be required to discharge this water into a sanitary sewer system and will not be allowed to discharge it in an existing storm drain facility or to a natural drainage channel. The Contractor will need to coordinate this disposal of water with the City of Newport Beach, County Sanitation Districts of Orange County and Costa Mesa Sanitary District in order to schedule the flushing as well as confirm that the sewer system has adequate capacity to handle the proposed flushing rate. , All costs for the disposal of the flushing water shall be bome by the Contractor. 7 -10 PUBLIC CONVENIENCE AND SAFETY 7 -10.1 Traffic and Access. Add to this section: 'The Contractor shall provide traffic control and access in accord with Section 7 -10 of the Standard Specifications and the Work Area Traffic Control Handbook (WATCH) also published by Building News, Inc. Traffic control plans have been provided as part of the Contract documents. If the Contractor elects to revise these Plans or prepare his own traffic control plans, he shall do so at no expense to the City of Newport Beach. The Contractor shall be fully responsible for the adequacy of any traffic plan utilized, for obtaining approval from the City of Newport Beach and for conformance with his intended construction schedule and staging and to provide for its proper implementation. All traffic control plans shall be prepared by a licensed Traffic Engineer." . • SP 12 OF 83 Pedestrian access to all storefronts, offices, residences, etc., within the limits of work must be maintained at all times. The Contractor shall cooperate with the City to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbon, and any other measures to safely direct the public around areas of construction, and into (and out of) the affected establishments. 7.10.2 Storage of 1 Equipment and Materials in Public Streets. Delete the first paragraph and add the following: "Construction materials and equipment may not be stored in streets, roads, or sidewalk areas without approval by the Engineer. It is the Contractor's responsibility. to obtain an area for the storage of equipment and materials. The Contractor shall obtain the City'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, the Contractor shall take photos of the storage area. The Contractor shall restore the storage area to its pre - construction condition. The Engineer may require new base and pavement, if the pavement condition within the storage area has been compromised during construction." At the end of each work day, the Contractor shall either backfill and place base pavement or steel plate all excavations within street right -of -way so the Contractor can open all travel lanes to traffic. The Contractor shall under no circumstances use residential tract streets adjacent to the project site for stockpiling construction materials or equipment or for access to the work site. Contractor shall not obstruct or close any existing sidewalks without prior approval of the City of Newport Beach." 7 -10.3 Street Closures, Detours and Barricades. Add to this section: "The Contractor shall adhere to the traffic control plans included as a part of the Contract Documents per Section 7- 10.1.° 7- 10.3.1 Temporary Steel Plates. When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal cannot be properly completed within a work day, .steel plate bridging with a non -skid surface and shoring may be required to preserve unobstructed traffic flow. In such cases, the following conditions shall apply: Steel plates used for bridging shall extend a minimum of 12- inches beyond the edges of the trench. All plates shall be of the non -skid variety approved by Caltrans. Steel plate bridging shall be installed to operate with minimum noise. The trench shall be adequately shored to support the bridging and traffic loads. 4. Temporary paving with cold asphalt concrete shall be used to feather the edges of the plates, if plate installation by Method (2) described below, is used. h U 0 SP 13 OF 83 5. Bridging shall be secured against displacement by using adjustable cleats, spikes, shims, or other devices. Steel plate bridging and shoring shall be installed using either the following Method (1) or Method (2): Method (1) (For speeds more than 45 MPH). The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. Method (2) (For speeds 45 MPH or less) Approach plate(s) and ending plate (if longitudinal placement) shall be attached to the roadway by a minimum of two (2) dowels pre- drilled into the comers of the plate and drilled 2- inches into the pavement. Subsequent plates are butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum slope of 8.5 percent with a minimum 12 -inch taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement shall be backfilled with either graded fines of asphalt concrete mix, concrete slurry or an equivalent slurry that is satisfactory to the City and /or Caltrans. The Contractor shall be responsible for maintenance of the steel plates, shoring and asphalt concrete ramps. The following table shows the advisory minimal thickness of steel plate bridging required for a given trench width (A -36 grade steel, designed for HS20 -44 truck loading). Trench Width Minimum Plate Thickness 10" 1/2" 1' -11" 3/4" 2' -7" 7/8" 3' -5" 1" 5' -3" For spans greater than 5' -3" a structural design shall be prepared by a California registered civil engineer. All steel plates within the right -of -way whether used in or out of the travel way shall be without deformation. Steel plates shall be non -skid as approved by Caltrans. Advanced signs shall be required for steel plates within traveled ways (Type P per the Watch Manual or a Rough Road sign (W33) per Caltrans requirements). C� 7 -10.4 Public Safety • SP 14 OF 83 7- 10.4 -1 Safety Orders. Add to this section: "The 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, and the 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 the Engineer or the City's Representative to conduct construction review or observation of the Contractor's performance shall not include review or observation of the adequacy of the Contractor's safety measures in, on, or near the construction site." 7 -10.5 "No Parking" Signs. The Contractor shall furnish, install, and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs), which he shall post at least forty-eight hours in advance of the need for enforcement. In addition, it shall be the Contractor's responsibility to notify the City's Police Department, Traffic Division at (949) 644 -3717, for verification of posting at least forty-eight hours in advance of the need for enforcement. The signs shall (1) be made of white card stock; (2) have minimum dimensions of 12- inches wide and 18- inches high; and (3) be City of Newport Beach "Temporary Tow -Away, No Parking" signs available at the Public Works Department Public Counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY' sign in 2 -inch high letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 7 -10.6 Notices to Residents. Ten working days prior to starting work, the Contractor shall deliver a construction notice to the adjacent residents, within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notice. Forty-eight hours prior to the start of any construction, the Contractor shall distribute to the adjacent residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notice when construction operations will start for each block or street, when disruptions may occur, and approximately when construction will be complete. An interruption of work at any location in excess of 14 calendar days shall require re- notification. The 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 the 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. 7 -10.7 Public Information Sign. The Contractor shall post public information signs at least thirty (30) days prior to construction or delivery of material or equipment to the construction site. The project sign shall remain in place until all construction has been completed within the corresponding street. Two project signs shall be placed for each of the projects. The project signs shall be Y4 -inch plywood or other material 0 0 SP 15 OF 83 approved by the Engineer and shall be four feet high by six feet wide. The sign shall have black lettering on a white background. The Engineer shall provide the lettering and layout. A firm regularly engaged in the business of sign making shall make the sign. 7 -15 CONTRACTOR'S LICENSES. At the time of the award and until completion of work, the Contractor shall possess a General Engineering Contractor "A" License. At the start of work and until completion of work, the Contractor and all Sub - contractors shall possess a Business License issued by the City of Newport Beach. 7 -16 CONTRACTOR'S RECORDWAS BUILT DRAWINGS. A stamped set of approved plans and specifications shall be on the job site at all times. In addition, the 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 submitted to the Engineer at the time each progress bill is submitted. Upon completion of the project, the Contractor shall provide "As- Built" corrections upon a copy of the Plans. The "As- Built" correction plans shall be submitted to the Engineer prior to final payment or release of any bonds. The 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 the Engineer. Suitable facilities are to be provided for access, inspection, and copying of this material. SECTION 8 — FACILITIES FOR AGENCY PERSONNEL No facilities will be required for the City or District personnel. SECTION 9 -- MEASUREMENT AND PAYMENT 9 -3 PAYMENT 9 -3.1 General. Revise paragraph two to read: "The unit and lump sum prices bid for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work to complete the 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: Schedule A — City of Newport Beach Water Main Replacement Item No. 1 Mobilization, Demobilization and Cleanup: Work under this item shall include preparatory and cleanup operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site, securing a temporary construction yard, and maintaining the project site in a safe and orderly manner during construction. This item also includes n LJ 0 SP 16 OF 83 Schedule A — City of Newport Beach Water Main Replacement any costs incurred for securing bonds, insurance permits and financing prior to beginning the construction work. This item also includes any necessary repairs to landscape and irrigation systems. Item No. 2 Furnish and install 24 -inch CML &TW Steel Pipe: Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, concrete cap, installation of pipe, fittings, couplings, welded joints, thrust blocks, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractors construction operations. This work will be done at the Contractor's own expense. Item No. 3 Furnish and Install Connection at Irvine Avenue and University Drive (Sta. 10 +00.00): Work under this item shall include furnishing and installing all pipe material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, installation of pipe, fittings, couplings, welded joints, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 4 Furnish and Install Connection at Irvine Avenue and Santa Ana Delhi Channel (Sta. 33 +88.54): Work under this item shall include furnishing and installing pipe material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, installation of pipe, fittings, couplings, coatings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 5 Furnish and Install Connection at Santa Ana Delhi Channel (Sta. 40 +00.00): Work under this item shall include furnishing and installing all pipe material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, installation of pipe, fittings, thrust blocks, couplings, coatings, removal or protection of interfering portions of existing 0 • SP 17 OF 83 Schedule A — City of Newport Beach Water Main Replacement utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 6 Furnish and Install Connection at Bristol Street (Sta. 59 +33.53): Work under this item shall include furnishing and installing all 16 -inch pipe material and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slung backfill, compaction, installation of pipe, fittings, couplings, thrust blocks, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 7 Furnish and Install Lateral Connections to IRWD Emergency Back -up Lines (Sta. 33 +35.00 and Sta. 47 +02.00): Work under this item shall include furnishing and installing all pipe material and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slung backfill, compaction, pipe, fittings, couplings, thrust blocks, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 8 Furnish and Install 8 -inch PVC C900 (Class 200) Pipe: Work under this item shall include furnishing and installing pipe material including, but not limited to, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, slurry backfill, compaction, pipe, fittings, couplings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 9 Furnish and Install 24 -inch Butterfly Valve: Work under this item shall include furnishing and installing 24 -inch butterfly valves including, but not limited to, valve, valve operator, valve box and cover, valve extension and all other work necessary to install the valve complete in place. Item No. 10 Furnish and Install 8 -inch Resilient Wedge Valve: Work under this item shall include furnishing and installing 8 -inch resilient wedge valves including, but not 0 Schedule A — City of Newport Beach Water Main Replacement SP 18 OF 83 limited to, valve, valve operator, valve box and cover, valve extension and all other work necessary to install the valve complete in place. Item No. 11 Furnish and Install 1 -inch Service Connection: Work under this item shall include furnishing and installing all material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, copper pipe and fittings, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the 1 -inch service connection complete in place. Item No. 12 Furnish and Install 1 -Anode Test Station: Work under this item shall include furnishing and installing two -wire test station including, but not limited to, pavement and sidewalk removal and replacement, excavation backfill, slurry backfill, compaction, magnesium anode lead wires, split -bolt connectors, shunts, test leads, brass tags, PVC conduit, warning tape, concrete test box, and all other work necessary for an operable two -wire test station installation complete in place: Item No. 13 Furnish and Install 4 -Wire Insulating Flange Corrosion Test Station: Work under this item shall include furnishing and installing insulating flange kit and four -wire test station including, but not limited to, pavement and sidewalk removal and replacement, excavation backfill, slurry backfill, compaction, insulating gasket, insulating sleeve and washers, steel washers and nuts, alumino- thermic welds, lead wires, split -bolt connectors, shunts, test leads, brass tags, PVC conduit, warning tape, concrete test box, and all other work necessary for an operable insulating flange and four -wire test station installation complete in place. Item No. 14 Furnish and Install Fire Hydrant: Work under this item shall include furnishing and installing all material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, fire hydrant and bury, pipe, fittings, 6 -inch resilient wedge gate valve, valve box and cover, thrust blocks, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the fire hydrant complete in place. Item No. 15 Remove Fire Hydrant and Lateral: Work under this item shall include the removal of fire hydrant assembly and lateral including, but not limited to, excavation, backfill, slurry backfill, compaction, sidewalk and pavement removal and replacement, installation of plug and thrust block at main line connection to fire hydrant lateral, and all other work necessary for the complete removal of fire hydrant assembly and lateral. Work under this item shall also include the delivery of fire hydrant assembly to the City of Newport Beach Utilities Yard at 949 West 16'h Street, Newport Beach, CA 92663. Item No. 16 Furnish and Install 2 -Inch Air and Vacuum Release Valve Assembly: 0 • SP 19 OF 83 Schedule A — City of Newport Beach Water Main Replacement Work under this item shall include furnishing and installing air and vacuum release assembly including, but not limited to, service saddle, corporation stop, copper tubing, fittings, all valves, brass nipples, combination air release and vacuum valve, valve box, steel cover, painting, concrete base, excavation, bedding, backfill, slung backfill, compaction, pavement and sidewalk removal and replacement, and all other work necessary for an operable air and vacuum release valve assembly complete in place. Item No. 17 Pressure Test, Disinfect and Flush New Water Mains. Work under this item shall include successfully pressure testing, disinfecting and flushing new water mains per the project specification. Item No. 18 Replace Traffic Loops Damaged by Construction: Work under this item shall include the removal and replacement of all traffic loops damaged during construction activities per the project plans and specifications. Item No. 19 Traffic Control: Work under this item shall include providing the required traffic control including, but not limited to, changeable message boards, signs, delineators, traffic cones, barricades, flashing arrow signs, steel plates, striping, restriping, and all other work necessary to comply with the traffic control plans and the City of Newport Beach requirements. This item shall also include the delivery of all required notices, posting of signs, and all other costs incurred in notifying the residents. Item No. 20 Abandon Existing Water Mains and Valves; Work under this item shall include the abandonment of existing water mains including, but not limited to, excavation, backfill, slurry backfill, compaction, pavement removal and replacement, installation of plug and thrust block, protection of existing water main and improvements to remain in service, and all other work necessary for the complete abandonment of existing water mains. Work under this item shall also include the abandonment of existing valves in place including, but not limited to, excavation, backfill valve cans, remove valve covers, replace existing AC pavement in accordance with the County of Orange and City of Newport Beach requirements, and all other work necessary for the complete abandonment of existing valves. Item No. 21 Excavation and Safety Measures: Work under this item shall include adequate sheeting, shoring and bracing or equivalent methods for the protection of the life and limb, which shall comply to applicable safety orders including, but not limited to, planning, designing, engineering, furnishing, constructing, and removing temporary sheeting, shoring and bracing, and any other work necessary to conform to the requirements of any permits, OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Item No. 22 Surveying Services: Work under this item shall include the cost of construction staking, preliminary grades, final grades, centerline ties, all horizontal alignment, survey monument adjustment, as -built field notes, filing of corner records, re- establishment of property corners disturbed by the work, and other survey items as • . SP 20 OF 83 Schedule A — City of Newport Beach Water Main Replacement required to complete the work in place. Deletable Schedule B — Costa Mesa Sanitary District Sewer Main Replacement Project No. 168 Phase 1 Item No. 1 Mobilization, Demobilization and Cleanup: Work under this item shall include preparatory and cleanup operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site, securing a temporary construction yard, and maintaining the project site in a safe and orderly manner during construction. This item also includes any costs incurred for securing bonds, insurance permits and financing prior to beginning the construction work. This item also includes any necessary repairs to landscape and irrigation systems. Item No. 2 Furnish and install 21 -inch VCP Sewer Pipe: Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, installation of pipe and fittings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 3 Furnish and install 18 -inch VCP Sewer Pipe: Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slung backfill, installation of pipe and fittings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. i 0 SP 21 OF 83 Deletable Schedule B — Costa Mesa Sanitary District Sewer Main Replacement Proiect No. 168 Phase I Item No. 4 Furnish and install 12 -inch VCP Sewer Pipe: Work under this Rem shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, installation of pipe and fittings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 5 Furnish and install 8 -inch VCP Sewer Pipe: Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, installation of pipe and fittings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 6 Furnish and Install 12 -inch PVC AWWA C900 (Class 200) Pipe for Sewer Force Main: Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, slurry backfill, compaction, installation of pipe, fittings, couplings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter • • SP 22 OF 83 Deletable Schedule B — Costa Mesa Sanitary District Sewer Main Replacement Project No. 168 Phase I and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 7 Furnish and Install 72 -inch Manhole as Specified on Plans: Work under this item shall include furnishing and installing manhole including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, concrete base, precast manhole rings, manhole frame and cover, manhole plastic lining (Ameron T -Lock or approved equal), removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the manhole complete in place. Item No. 8 Furnish and Install 48 -inch Manhole as Specified on Plans: Work under this item shall include furnishing and installing manhole including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, concrete base, precast manhole rings, manhole frame and cover, manhole plastic lining (Ameron T -Lock or approved equal), removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the manhole complete in place. Item No. 9 Furnish and Install 72 -inch Drop Manhole as Specified on Plans: Work under this item shall include furnishing and installing manhole including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, concrete base, precast manhole rings, manhole frame and cover, manhole plastic lining (Ameron T -Lock or approved equal), removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the manhole complete in place. Item No. 10 Remove Existing Manhole Frames, Rings, and Covers and Backfill: Work under this item shall include furnishing and installing all material including, but not limited to, removal of existing manhole frame, rings, and cover, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of surface water, bedding, backfill, compaction, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to remove manhole frame, rings and cover complete in place. Work under this item shall also include -the delivery of manhole frames, rings, and covers to CMSD Maintenance Yard at 2310 North Placentia Avenue, Costa Mesa, CA 92627. Item No. 11 Remove Interfering Portions of Existing Sewer Main: Work under this 0 ! SP 23 OF 83 Deletable Schedule B — Costa Mesa Sanitary District Sewer Main Replacement Project No. 168 Phase I item shall include removal of interfering portion of existing pipe and all other work necessary to remove the pipe complete in place. Item No. 12 Furnish and Install 12 -inch Sewer Force Main Connection to Existing Pump Station: Work under this item shall include furnishing and installing all pipe material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, installation of pipe, fittings, thrust blocks, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 13 Furnish and Install 12 -inch Sewer Force Main Connection to Existing 10 -inch Force Main: Work under this item shall include furnishing and installing all pipe material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, slurry backfill, compaction, installation of pipe, fittings, thrust blocks, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 14 Replace Traffic Loops Damaged by Construction: Work under this item shall include the removal and replacement of all traffic loops damaged during construction activities per the project plans and specifications. Item No. 15 Provide Sewage Flow Diversion During Construction: Work under this item shall include the diversion of existing sewage flows during construction including, but not limited to, pumps, temporary hoses or piping, pumper trucks, plugs, and any other appurtenant work required to divert existing sewage flow. Item No. 16 Traffic Control: Work under this item shall include providing the required traffic control including, but not limited to, changeable message boards, signs, delineators, traffic cones, barricades, flashing arrow signs, steel plates, striping, restriping, and all other work necessary to comply with the traffic control plans and the City of Newport Beach requirements. This item shall also include the delivery of all required notices, posting of signs, and all other costs incurred in notifying the residents. Item No. 17 Excavation and Safety Measures: Work under this item shall include adequate sheeting, shoring and bracing or equivalent methods for the protection of the life and limb, which shall comply to applicable safety orders including, but not limited to, planning, designing, engineering, furnishing, constructing, and removing temporary sheeting, shoring and bracing, and any other work necessary to conform to the requirements of any permits, OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. 0 • SP 24 OF 83 Deletable Schedule B — Costa Mesa Sanitary District Sewer Main Replacement Project No. 168 Phase I Item No. 18 Surveying Services: Work under this item shall include the cost of construction staking, preliminary grades, final grades, centerline ties, all horizontal alignment, survey monument adjustment, as -built field notes, filing of comer records, re- establishment of property comers disturbed by the work, and other survey items as required to complete the work in place. Deletable Schedule C — Irvine Ranch Water District Water Main Replacement Project No. 10364 Item No. 1 Mobilization, Demobilization and Cleanup: Work under this item shall include preparatory and cleanup operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site, securing a temporary construction yard, and maintaining the project site in a safe and orderly manner during construction. This item also includes any costs incurred for securing bonds, insurance permits and financing prior to beginning the construction work. This item also includes any necessary repairs to landscape and irrigation systems. Item No. 2 Furnish and install 12 -inch PVC C900 Pipe (CL 200): Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, concrete cap, installation of pipe, fittings, couplings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 3 Furnish and install 8 -inch PVC C900 Pipe (CL200): Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, concrete cap, installation of pipe, fittings, couplings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. 0 0 SP 25 OF 83 Deletable Schedule C — Irvine Ranch Water District Water Main Replacement Project No. 10364 Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 4 Furnish and install 6 -inch PVC C900 Pipe (CL200): Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, concrete cap, installation of pipe, fittings, couplings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractor's own expense. Item No. 5 Furnish and install 4 -inch PVC C900 Pipe (CL200): Work under this item shall include furnishing and installing all pipe material including, but not limited to, temporary paving and patching or trench plates, exposing utilities in advance of pipe excavation operation, trench excavation, control of ground water and surface water, bedding, backfill, compaction, slurry backfill, concrete cap, installation of pipe, fittings, couplings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the pipe complete in place. Work under this item shall also include all material and labor to remove and replace existing AC pavement, curb, gutter and sidewalk as shown on the plans and specifications in accordance with the County of Orange and City of Newport Beach requirements. The City will not pay for additional quantity of AC pavement, curb, gutter and sidewalk removal and replacement, which may be required due to the Contractor's construction operations. This work will be done at the Contractors own expense. Item No. 6 Furnish and Install 12 -inch Butterfly Valve: Work under this item shall include furnishing and installing 12 -inch butterfly valves including, but not limited to, valve, valve operator, valve box and cover, valve extension and all other work necessary to install the valve complete in place. Item No. 7 Furnish and Install 8 -inch Resilient Wedge Gate Valve: Work under this item shall include furnishing and installing 8 -inch resilient wedge gate valve including, 0 . SP 26 OF 83 Deletable Schedule C — Irvine Ranch Water District Water Main Replacement Project No. 10364 but not limited to, valve, valve operator, valve box and cover, valve extension and all other work necessary to install the valve complete in place. Item No. 8 Furnish and Install Fire Hydrant: Work under this item shall include furnishing and installing all material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, fire hydrant and bury, pipe, fittings, 6 -inch resilient wedge gate valve, valve box and cover, thrust blocks, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the fire hydrant complete in place. Item No. 9 Remove Fire Hydrant and Lateral: Work under this item shall include the removal of fire hydrant assembly and lateral including, but not limited to, excavation, backfill, slurry backfill, compaction, sidewalk and pavement removal and replacement, installation of plug and thrust block at main line connection to fire hydrant lateral, and all other work necessary for the complete removal of fire hydrant assembly and lateral. Work under this item shall also include the delivery of fire hydrant assembly to the IRWD Operations Center at 3152 Michelson Drive, Irvine, CA 92612. Item No. 10 Abandon Existing Water Mains and Valves; Work under this item shall include the abandonment of existing water mains including, but not limited to, excavation, backfill, slurry backfill, compaction, pavement removal and replacement, installation of plug and thrust block, protection of existing water main and improvements to remain in service, and all other work necessary for the complete abandonment of existing water mains. Work under this item shall also include the abandonment of existing valves in place including, but not limited to, excavation, backfill valve cans, remove valve covers, replace existing AC pavement in accordance with the County of Orange and City of Newport Beach requirements, and all other work necessary for the complete abandonment of existing ,valves. Item No. 11 Furnish and Install 1 -inch Service Connection: Work under this item shall include furnishing and installing all material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, copper pipe and fittings, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the 1 -inch service connection complete in place. Item No. 12 Furnish and Install 4 -inch Service Connection with Manifold Assembly: Work under this item shall include furnishing and installing all material including, but not limited to, pavement removal and replacement, temporary paving and patching or 0 0 SP 27 OF 83 Deletable Schedule C — Irvine Ranch Water District Water Main Replacement Project No. 10364 trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, copper pipe and fittings, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the 4 -inch service connection with manifold assembly complete in place. Item No. 13 Furnish and Install Water Quality Sampling Station: Work under this item shall include furnishing and installing all material including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of groundwater and surface water, bedding, backfill, compaction, copper pipe and fittings, couplings, valves, enclosure, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the water quality sampling station complete in place. Item No. 14 Furnish and Install Connection at Irvine Avenue and University Drive: Work under this item shall include furnishing and installing all 6 -inch pipe, fittings, and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, backfill, compaction, installation of pipe, 6 -inch valve, valve box and cover, fittings, couplings, welded joints, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 15 Furnish and Install Connection at Irvine Avenue and Mesa Drive: Work under this item shall include furnishing and installing 8 -inch pipe, fittings, and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, installation of pipe, fittings, couplings, coatings, thrust blocks, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 16 Furnish and Install Connection at Irvine Avenue at Mira Loma Place: Work under this item shall include furnishing and installing 8 -inch pipe, fittings and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, installation of pipe, fittings, thrust blocks, couplings, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. 0 0 SP 28 OF 83 Deletable Schedule C — Irvine Ranch Water District Water Main Replacement Project No. 10364 Item No. 17 Furnish and Install Connection at Irvine Avenue at La Canada Place: Work under this item shall include furnishing and installing 8 -inch pipe, fittings, valve and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding., slurry backfill, compaction, installation of pipe, fittings, couplings, thrust blocks, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 18 Furnish and Install Connection at Anniversary Lane: Work under this item shall include furnishing and installing 6 -inch and 12 -inch pipe, fittings and valve including, but not limited to, pavement removal and replacement, temporary paving and patching or trench plates, trench excavation, control of ground water and surface water, bedding, slurry backfill, compaction, pipe, fittings, couplings, thrust blocks, coatings, removal or protection of interfering portions of existing utilities or improvements, temporary and permanent support of utilities, disposal of excess excavation materials and all other work necessary to install the connection complete in place. Item No. 19 Pressure Test, Disinfect and Flush New Water Mains. Work under this item shall include successfully pressure testing, disinfecting and flushing new water mains per the project specification. Item No. 20 Replace Traffic Loops Damaged by Construction: Work under this item shall include the removal and replacement of all traffic loops damaged during construction activities per the project plans and specifications. Item No. 21 Traffic Control: Work under this item shall include providing the required traffic control including, but not limited to, changeable message boards, signs, delineators, traffic cones, barricades, flashing arrow signs, steel plates, striping, restriping, and all other work necessary to comply with the traffic control plans and the City of Newport Beach requirements. This item shall also include the delivery of all required notices, posting of signs, and all other costs incurred in notifying the residents. Item No. 22 Excavation and Safety Measures: Work under this item shall include adequate sheeting, shoring and bracing or equivalent methods for the protection of the life and limb, which shall comply to applicable safety orders including, but not limited to, planning, designing, engineering, furnishing, constructing, and removing temporary sheeting, shoring and bracing, and any other work necessary to conform to the requirements of any permits, OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Item No. 23 Surveying Services: Work under this item shall include the cost of construction staking, preliminary grades, final grades, centerline ties, all horizontal alignment, survey monument adjustment, as -built field notes, filing of corner records, re- establishment of property comers disturbed by the work, and other survey items as 0 • SP 29 OF 83 Deletable Schedule C — Irvine Ranch Water District Water Main Replacement Project No. 10364 required to complete the work in place. 9 -3.2 Partial and Final Payment. Add to this section: "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. Add to this section: "Concrete mix design shall be subject to review and approval by the Engineer." 201 -1.1.2 Concrete Specified by Class. Add to this section: 'Portland Cement concrete for construction shall be Class 560 -C -3250 unless otherwise specified." 201 -1.1.3 Concrete Specified by Special Exposure. Add to this section: "Portland Cement shall be Type V for severe corrosion exposure." 201 -1.1.4 Concrete Specified by Compressive Strength. Add to this section: "Cement slurry backfill will consist of one sack (94 pounds) or two sack (188 pounds) type II portland cement added per cubic yard of imported sand. No calcium chloride will be allowed. Placement of pavement on cement slurry backfill will not be allowed until at least 24 -hours after slung placement." 201 -2 REINFORCEMENT FOR CONCRETE 201 -2.2.1 Reinforcing Steel. Add to this section: "Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans." SECTION 207 -- -PIPE 207 -2 REINFORCED CONCRETE PIPE (RCP) 207 -2.5 Joints. Add to this section: "All storm drain joints shall be sealed with an external joint sealer for pre -cast concrete. The joint sealer shall consist of a reinforced collar composed of rubberized mastic formulated to bond into the pores of the concrete. The joint sealer shall also have embedded steel straps. The Contractor shall use Mar Mac "Mac Wrap" or approved equal. Mar Mac Manufacturing Company may be contacted at (800) 845 - 6962.° • • SP 30 OF 83 207 -9 IRON PIPE AND FITTINGS 207 -9.2 Ductile Iron Pipe for Water and Other Liquids. 207 -9.2.3 Fittings. Add to this section, "Ductile iron fittings shall be manufactured in accord with AWWA C -110 (ANSI A21 -10) and shall be ductile iron. Cast Iron fittings shall not be accepted. Compact body fittings (AWWA C153) will not be permitted unless otherwise specified. All fittings/bends shall be push -on unless otherwise specified. on -the plans... Mechanical joint fittings shall be manufactured in accord with AWWA C110 and shall have retainer glands. All flanged pipe and fittings shall be shop fabricated, not field fabricated. Adapter flanges shall be ANSI B16.5 pattern, Class 150 flanges. Bolts, washers and nuts for all installations shall be Type 316 stainless steel. Threads shall be coated with a liberal amount of anti -seize compound. Flange gaskets shall be full faced, 118 -inch thick, Buna -N, nylon impregnated rubber." 207 -9.2.4 Lining and Coating. Revise this section to read: `The internal surfaces of ductile iron .pipe and fittings used for water mains shall be lined with a uniform thickness of cement mortar then sealed with a bituminous coating in accord with AWWA C104 (ANSI A21 -4). Lining thickness shall be the double thickness listed in AWWA C104, Section 4.8. The outside surface of ductile iron pipe and fittings shall be coated with a bituminous coating 3 -mils thick in accord with AWWA C -110 and AWWA C -151." 207 -9.2.6 Polyethylene Encasement for External Corrosion Protection. Revise this section to read: "Ductile iron pipe, fittings and valves buried underground shall be protected with plastic film wrap in accord with AWWA C105 (ANSI A21.5). Wrap shall be two (2) layers of loose 8 -mil thick polyethylene encasement such that the plastic will not tear due to soil pressure." 207 -9.4 AWWA Butterfly Valves 207 -9.4.1 General. All butterfly valves shall be of the tight - closing, rubber -seat type, conforming to the design standards of ANSI /AWWA C504 latest revision, except where noted herein. Valves shall be bubble -tight at the rated pressure in either direction and shall be suitable for throttling service and/or operation after longs periods of inactivity. Manufacturer shall be ISO 9001 Certified or have similar certification up and above AWWA. All butterfly valves shall be from the same manufacturer. Valves shall be Henry Pratt Co. butterfly valve or approved equal prior to bidding. All valve bodies shall be constructed of cast iron ASTM A126, Class B with ANSI B16.1 flange drilling. All valves to have 316 stainless steel exterior body bolts. Discs shall be of the concentric design. Valve discs shall be constructed of ductile iron ASTM A536, Grade 65 -45 -12 with a 316 stainless steel edge. Valves shall have a one piece through shaft of 18 -8 stainless steel, corresponding to the requirements of AMA C504, latest revision. The shafts shall fasten to the disc by means of a threaded disc pin or through pin providing a positive leak proof connection of the shaft to the disc. Seats shall be simultaneously bonded and vulcanized to the body of the valve. All interior surfaces in contact with water, excluding stainless steel and disc shall be rubber lined or 9 0 SP 31 OF 83 epoxy coated. Valves with the rubber seat located on the valve disc will not be permitted. Seats shall be designed so that no adjustments or maintenance is required. All shaft bearings shall be of the self - lubricating, corrosion- resistant, sleeve type. Bearings shall be designed for horizontal and /or vertical shaft loading. Shaft packing shall be self- adjusting and suitable for pressure or vacuum service. The flow path for valves shall be fully rubber lined. The valve disc shall be fusion bonded epoxy coated with an AWWA NSF -61 coating system or liquid epoxy on wetted interior surfaces 16 mils, holiday free. Exterior coating shall have 16 mils of liquid epoxy. All valves to be painted at the factory by the valve manufacture. All valves shall be hydrostatic and leak tested in accordance with ANSI /AWWA C504, latest revision with the following modification: Valves shall be tested and rated at 200 psi to facilitate Feld system hydro-test. All valves to be tested with the actuator installed as a complete unit by the valve manufacture. Provide certified test reports with all valve shipments. Manufacturer furnishing valves shall present proof of compliance with ANSI /AWWA C504, latest revision. The valve actuators are to be installed and tested at the factory by the valve manufacture. All actuators to be provided with 316 stainless steel exterior body nuts, bolts and miscellaneous hardware. 207 -9.5 AWWA Resilient Wedge Gate Valves. 207 -9.5.1 General. All resilient wedge gate valves shall conform to Section 207 -22.3 of the City's Standard Special Provisions. The Contractor shall submit specific valve model for Engineer review and approval prior to Contractor purchase or installation. 207 -10 STEEL PIPE 207 -10.2 Fabricated Steel Pipe 207 - 10.2.1 General. Delete paragraph 4 beginning with, "Prior to fabrication of pipe... ". Replace with the following: "Only manufacturer's who manufacture a complete lined and coated pipe can be qualified for this work. All pipe manufacturing operations shall be performed at the same location for all pieces of pipe. All steel pipe shall be manufactured by organizations with at least ten years successful experience manufacturing, fabricating, lining and coating of the type of pipe specified. The City shall approve the manufacturer's product before its use. Prior to fabrication of pipe, the Contractor shall submit for approval detailed shop drawings of the steel pipe and outlets to be attached to the pipe, and all fabricated fittings to be incorporated in the pipeline, together with erection profile drawings showing: 1. Materials of construction, including references to industry standards being met (i.e. ASTM, ANSI, AWWA). 2. Inside diameter, steel wall thickness, internal design pressure (cement -mortar lining thicknesses) for each class of pipe to be furnished. 3. The location, length, plate thickness and designation by number of each steel pipe section and fabricated fitting to be furnished and installed; 0 0 SP 32 OF 83 4. The pipe axis station and elevation at all changes in gradient or horizontal alignment; 5. The station and invert elevation to which the spigot end of each pipe, within the limits of a horizontal or vertical curve, will be laid; 6. All elements of curves and bends, both in horizontal and vertical alignment, including elements of the resultant true angular deflections in all cases of combined curvature, and inside, outside, and centerline chords; 7. Locations of longitudinal and circumferential joints in the pipe, fabricated fittings, and outlets; 8. Details, locations, and calculations for bulkheads for hydrostatic testing of the pipeline, pipe restraints; 9. Limits of each type of field welded joint and of concrete encasements; and 10. Alignment data in the direction of stationing." 207 - 10.2.2 Design Criteria. Delete second paragraph and replace with the following: "Steel cylinders shall have a wall thickness of not less than % -inch for all pipe diameters. In diameters up to 12- inches, the Contractor may substitute standard diameter pipe per ASTM A53, "Welded and Seamless Steel Pipe." It shall have a wall thickness known as Schedule 40." 207 - 10.2.5 Joints. Delete the types of joints and replace with the following: 1. Lap joints for field welding. 2. Plain ends fitted with butt straps for field welding. Hand holes for butt straps shall be a minimum of six (6) inches in diameter. 3. Plain ends fitted with flanges. Flanges shall be AWWA C207, Class D flat face." 207 - 10.2.8 Welding. Add to the first paragraph: "Field hand welding shall be done by certified welders in accordance with the latest edition of AWWA C206 by welders qualified under the standard qualification procedure of the ASME Boiler and Pressure Vessel Code, Section IX, Welding Qualifications." 207- 10.2.9 Product Marking. Each length of straight pipe and each special shall be plainly marked at the bell end to identify the design pressure or head, the steel wall thickness, the date of manufacture, and the proper location of the pipe item by reference to the layout schedule. For beveled pipe, the degree of bevel and the point on the circumference to be laid uppermost shall be shown. 207 -10.4 Protective Lining and Coating for Steel Pipe P 0 SP 33 OF 83 207 - 10.4.1 General. Delete the paragraph and replace with the following: "The interior surfaces of all steel water pipe shall be cement -mortar lined in accordance with AWWA C205 with a minimum lining thickness of % -inch. Cement shall be Type II. The exterior surfaces of all steel water pipe shall be coated with a 3- layer, 80 -mil tape wrap (per AWWA C209/C214 except as modified herein) with a % -inch protective mortar overcoat. The % -inch protective mortar overcoat shall comply with the requirements of AWWA C205. Cement shall be Type V. 207 - 10.4.7 Tape Coating System 207 - 10.4.7.1 General. The exterior surfaces of all steel pipe shall be coated with a 3- layer, 80 -mil tape wrap with a % -inch protective mortar overcoat. The % -inch protective mortar overcoat shall comply with the requirements of AWWA C205. Cement shall be Type V. Only manufacturers who manufacture a completed lined and coated pipe can be qualified for project work. All operations shall be performed at the same location for any piece of pipe. 207 - 10.4.7.2 Cold Applied Plastic Tape 207 - 10.4.7.2.1 General: The Contractor shall fumish all necessary labor, equipment, and materials and shall install cold - applied plastic tape as hereinafter specified on steel surfaces where designated on the drawings or elsewhere in these specifications. The furnishing and installation of cold - applied plastic tape shall conform to the provisions of ANSI /AWWA Standards C214 and C209, except as modified herein. 2. This coating consists of an exterior cold- applied plastic tape coating applied to the bare metal surfaces of the steel plate. 3. For normal plant applied conditions, the prefabricated, cold - applied tapes shall be a four layer system consisting of (1) primer, (2) corrosion prevention tape (inner layer), (3) mechanical protective tape (first outer layer), and (4) mechanical protective tape (second outer layer). a. The primer shall be applied directly onto the exterior surface of a properly cleaned pipe. Primer shall be supplied in liquid form consisting of solid ingredients carried in a solvent. b. The primary inner layer tape shall be of a color contrasting from that of the outer layer tape. It shall be polyethylene furnished in rolled form having standard width and thickness. c. The first outer layer tape shall be an easily identifiable, contrasting color to the inner layer tape and second outer layer tape colors. It shall be polyethylene furnished in rolled form having standard width and thickness. 0 0 SP 34 OF 83 d. The second outer layer, UV protected, tape shall be white or purple in color. It shall be polyethylene furnished in rolled form having standard width and thickness. 4. All plant applied primer and plastic tape, plant applied repair tape, field joint, and a single manufacturer for a complete cold - applied plastic tape coat system shall furnish field repair tape. 5. The entire coating operation shall be performed as a one station operation in a manner which will permit the application of the primer and plastic tape. 6. The entire coating operation shall be performed by experienced workers skilled in the application of prefabricated cold- applied tape wrap coating under qualified supervisors. Supervisors of tape coating operations shall have at least two (2) years continuous recent experience in the application of tape coating systems for steel pipe. A minimum of 14 days prior to the start of taping operations, the names and qualifications of the workers and supervisors to be employed on the coating operation shall be submitted to the Engineer. The Engineer is to be immediately informed of all personnel changes associated with the pipe coating operation. 7. All equipment for blasting and coating shall be of such design and condition to comply with all the requirements of these specifications. Any equipment which, in the opinion of the Engineer, does not produce the required results shall be repaired or replaced by the Contractor immediately. Equipment for use under this specification shall be included in the fabrication plan. A repair procedure for correcting defective tape application shall be included in the fabrication plan. A copy of this portion of the plan, and any updates, shall be available for review at the location of the coating operation. 207 - 10.4.7.2.2 Certificate of Compliance: Prior to shipment of the pipe sections, the Contractor shall furnish the Engineer a certificate of compliance stating that all tape materials and work furnished hereunder will comply or have complied with all the applicable requirements of these specifications and of ANSI /AWWA Standards C209 and C214. The certification shall be substantiated by the tape manufacturer's production quality control test results. The tape manufacturer shall supply test data on each batch used. 207 - 10.4.7.2.3 Weld Bead Preparation: Prior to surface preparation, the exterior weld bead from the ends of the pipe to 10 inches inside on both sides of the pipe shall be removed. The exterior weld bead shall be flush with the exterior surface of the pipe with a tolerance of plus or minus 1/32 inch. Removal of the weld bead is to be conducted in such a manner that no gouging or nicking of the plate surface will occur. This operation is to result in a smooth exterior surface with no ridges or valleys, which may result in bridging or disbondment of the tape from the surface of the pipe. Prior to applying the first layer of tape, a 6 -inch wide, 25 -mil seam tape shall be installed in accordance with AWWA C214. In lieu of seam tape the manufacturer may remove the weld bead from the entire length of pipe. 0 . SP 35 OF 83 207 - 10.4.7.2.4 Surface Preparation: 1. Prior to coating, the pipe surface shall be completely dry. Any chemical solutions used in cutting or welding shall be washed off with hot water and the surface allowed to dry. Welding slag or scale shall be removed from all welds by wire - brushing, hammering, or other satisfactory means, and all welding splash globules shall be removed prior to priming. Bare pipe shall be clean of all foreign matter such as mud, mill lacquer, wax, coal tar, asphalt, oil, grease, or any contaminants. 2. Where cold- applied tape coatings are to be applied to the exterior surfaces of spun mortar -lined pipe, sandblasting of said exterior surfaces shall be done after the initial curing of the spun mortar lining. The exterior sandblasting shall be performed in such a manner as not to endanger the mortar lining in the pipe. All corrosion and foreign substances shall be completely removed from the exterior of the pipe in the sandblasting operation, and the subsequent application of primer shall follow without delay. 3. Prior to blastcleaning, surfaces shall be inspected and, if required, precleaned in accordance with the requirements of SSPC SP -1, Solvent Cleaning, to remove oil, grease, and all foreign deposits. Visible oil and grease spots shall be removed by solvent wiping. Only approved solvents that do not leave any residue shall be used. The type of solvent and application procedure, including safety precautions to be observed, is to be included in the manufacturer's fabrication plan. Preheating to remove oil, grease, and mill scale will be permitted; provided, all pipe is preheated in a uniform manner to avoid distortion. Preheat temperatures shall not exceed 500 degrees Fahrenheit or at any time when moisture is visible on the surface of the pipe, the steel cylinder shall be warmed to 45 degrees Fahrenheit for a period required to ensure a dry pipe surface at the time of primer application. 4. In the event the Contractors welding methods result in the inclusion of gas forming elements in any of the shop or field welds, or results in any other condition found to be detrimental to the successful application and bonding of primer and plastic tape as herein provided, the Contractor shall devise and use, on all affected steel -plate work, suitable and effective measures for eliminating such inclusions or other detrimental conditions, or preventing their detrimental effects prior to primer or plastic tape application, said measures to include time- curing the pipe sufficiently, thoroughly neutralizing the gas forming elements, or other approved treatment. 207 - 10.4.7.2.5 Blast Cleaning: 1. After the preparation of the bare pipe as specified in Section G(6)d, the pipe surface shall be abrasive blasted using a commercially available shot grit mixture to achieve a prepared surface equal to that which is specified in SSPC SP -6, Commercial Blast Cleaning. 0 • SP 36 OF 83 2. The shot grit mixture shall not exceed 40% shot to 60 percent grit. The shot grit mixture is to be determined prior to the start of blast cleaning operations and this mixture ratio is not to be modified throughout the duration of the blast cleaning operations without the written approval of the Engineer. 3. The anchor pattern of the profile achieved from abrasive blasting shall be a minimum of 1.0 mils, but shall not exceed 2.0 mils. Anchor pattern standards shall be provided in the form of a 3- dimensional standard plate, which depicts a commercial blast profile. The Contractor shall prepare a sample of the blasted surface on a representative steel plate measuring 6- inches by 6- inches by 1/4-inch or may elect to purchase standard industry plate samples of various blast finishes for comparisons. Standard plates shall be purchased from NACE, shall meet NACE TM- 01 -75, and shall conform to NACE No. 3 standard using grit. An agreement shall be made between the Engineer and the Contractor establishing the visual standards that meet the specified anchor pattern and degree of cleanliness. Upon the establishment of the said standards, the steel plate shall be sealed using a clear acrylic coating, moisture roof plastic bag, or other approved means to protect the plate from surface contamination or corrosion. This plate will be used as a visual comparitor during the blastcleaning and coating operations. The anchor pattern or profile of the blasted surface will be measured using comparitor tape as specified hereinafter. 4. A stabilized abrasive working mix shall be maintained in abrasive recycling blasting machines by frequent additions of new abrasive, all commensurate with abrasive consumption, to assure consistent steel surface finish. Infrequent but large additions will not be permitted. The abrasive working mix shall be kept clean of contaminants. 5. The blastcleaned exterior pipe surface will be inspected for adequate surface preparation prior to application of the primer. Surface comparitor tapes are to be used by the manufacturer in at least eight random areas, selected by the Engineer, along any given 40 -foot length of pipe. The results of the surface comparitor tapes are to be documented on the quality control sheet for each pipe section. Any surface imperfections such as slivers, scabs, burrs, weld splatter, and gouges shall be removed by hand filling or grinding, if necessary. 6. Blastcleaned pipe sections shall be protected from conditions of high humidity, rainfall, or surface moisture. All pipe sections shall be coated with primer and tape within the same day of being blastcleaned. No coating will be permitted on pipe sections showing evidence of rust. 207 - 10.4.7.2.6 Primer Application: Primer applied to the surface of steelwork shall be a product of the same manufacturer supplying the tape and shall be that recommended by said manufacturer for use with the tape. The primer shall be applied in a uniform thin film at the coverage rate recommended by the manufacturer. The state of dryness of the primer prior to the application of the inner layer of tape shall • 4& SP 37 OF 83 be in accordance with the written recommendations of the manufacturer. Primer shall be applied by spray -type application or other suitable means approved by the Engineer to cover the entire exterior surface of the pipe. Primed surfaces shall be readily available at all times for inspection prior to the application of the inner layer tape. Adequate safety precautions, as outlined in the manufacturer's fabrication plan, are to be maintained throughout the application of the primer. 2. Prior to primer application, the pipe surface shall be free of all foreign matters such as sand, grease, oil, grit, rust particles, or dirt. The primer coat shall be uniform without floods, runs, sags, drips, or bare spots. The application of primer shall be limited to that length of pipe, which can be wrapped within the same work day. Any pipe section coated with primer, which was not wrapped within the same workday may be rejected at the discretion of the Engineer. The primer shall be removed and the surface shall be reprimed at the discretion of the Engineer. 4. Primer coated pipe sections shall be protected from moisture, dirt, sand, and other potentially contaminating materials. Coating operations shall be protected from, or suspended during, times of high wind. The Engineer may reject sections not adequately protected. If rejection occurs due to contamination of the primer, the primer shall be completely removed form the exterior of the pipe section and the surface reprimed. 5. A technical representative from the tape material manufacturer shall be present at the tape application site, at the Contractor's expense, for at least the first 5 working days, at the beginning of initial primer application and during the initial phases of the inner and outer layer wrapping processes, to observe the coating process and to insure proper application. During the 5 -day period, the tape material manufacturer's representative shall continuously meet with the Contractor, pipe manufacturer, and Engineer. At the completion of the 5 -day period, the tape material manufacturers representative shall meet with the Contractor, pipe manufacturer, and Engineer to review and update the coating operation and fabrication plan. If, in the opinion of the Engineer, sufficient modifications to the manufacturer's operation are identified during this meeting, the tape material manufacturer's representative shall be retained an additional 5 days to evaluate the effectiveness of the revised operations. If the second 5-day evaluations period is required a second review meeting shall be held. All changes to the pipe manufacturer's operation are to be properly documented and included into an updated contractor's and pipe manufacturer's fabrication plan within 3 working days of this meeting. Copies of all modifications are to be submitted to the Engineer in accordance with shop drawing submittal procedures as required in these specifications. Said tape manufacturer representative will periodically (at least bi- weekly) observe the coating application throughout the duration of the work. Said periodical observation shall be scheduled with the Engineer prior to the completion of the required 5 workday observation. The technical representative shall be retained by the Contractor and shall • 0 SP 38 OF 83 respond to any problem within a sufficient time period so as not to cause undue delays in the delivery of the coated pipe. All modifications to the Contractor's operations are to be properly documented and submitted to the Engineer within 3 working days of the modification. All costs that will be incurred in retaining the technical representative shall be borne by the Contractor. 6. The primer shall be thoroughly mixed by agitation using Jiffy Mixer or an approved equal powered by air or explosion proof electric motor. The primer shall be thoroughly mixed and agitated continuously during application to prevent settling or lumping. 7. Primer shall only be applied to a dry pipe surface. Whenever the ambient air temperatures are cold enough to cause gelling of the primer, the use of heaters will not be permitted to return the primer back to a fully liquid state. New primer at 70 degrees Fahrenheit shall be used. B. Storage primer shall be applied to the exposed steel pipe at tape cutbacks to prevent oxidation of the cleaned metal surface. Spray a minimum of 1.5 -mils and maximum of 2.5 -mils of storage primer to exposed steel per the manufacturer's recommendations. No storage primer shall be placed on the edge of the steel plate. 9. The solvent of the primer shall be certified by the manufacturer stating compliance with air pollution control rules and regulations and all requirements of agencies and other governmental bodies having jurisdiction. Air pollution control rules and regulations regarding the application of the primer shall be included in the manufacturer's fabrication plan. 207 - 10.4.7.2.7 Inner Layer Tape Application: 1. The inner layer tape shall be applied directly onto the primed surface using approved mechanical dispensing equipment to assure adequate, consistent tension on the tape as recommended by the tape manufacturer. A tight, smooth, mechanically induced, wrinkle -free coating must be maintained throughout the application process. 2. The application of tension shall be such that the width of tape will not be reduced by more than 1.5 to 2.0 percent of tape width prior to the pull. As an example, a 12 -inch wide tape shall not be reduced by more than 0.18 to 0.24 - inches when tension is applied. The tape let -off machine shall have a pressure readout gauge and chart recorder, suitable to the Engineer, to document the tape tension during application. 3. The inner layer tape shall be spirally wrapped over longitudinally welded pipe; however, for spiral welded pipe, the angle of the inner layer tape shall be wrapped as parallel as practicable to the spiral weld of the pipe or as approved by the Engineer. The overlap shall be 1 -inch nominal, but shall not be less than 3/4 -inch. 0 0 SP 39 OF 83 4. Each new roll shall be spliced by overlapping the new tape over the end of the preceding roll by at least 6 inches. This end lap slice shall be done either by hand or by a mechanical applicator. The said splice shall be wrinkle free and maintain the continuity of the inner wrap coating. The wrapping angle of the new roll shall be parallel to that of the previous roll. 5. Cutbacks shall be made 10 inches from and parallel to the end of the pipe. Cutbacks shall be done using a cutting device that is guided from the end of the pipe to insure a uniform, straight cutback. 6. Inner layer tape shall be applied at a minimum roll temperature of 70 degrees Fahrenheit. The temperature of the tape shall be continuously monitored within 12- inches of the point of contact with the pipe surface. A chart recorder, suitable to the Engineer, shall be used to document the temperature of the tape during application. 7. Sections where the tape application tension and temperature is not maintained within manufacturers recommendations shall be rejected and the tape removed from the entire pipe section and reapplied. 8. The inner tape layer shall be continuously electrically tested at 6,000 volts immediately following application of the tape by a holiday tester permanently mounted to the tape application station and equipped with an indicator light and audio buzzer, suitable to the Engineer, to alert the workmen of the presence of holidays in the coating system. 207 - 10.4.7.2.8 Outer Layer Tape Application: 1. The first outer layer of tape shall be applied over the approved inner layer tape using the same type of mechanical equipment used in the application of the inner layer tape. No overlap splice of the other layer coinciding with the overlap splice of the inner layer will be . permitted. Splices shall have a minimum 6 -inch separation between overlaps. Two outer layers of tape shall be applied as specified herein. The inner layer shall be electrically tested, inspected, and approved prior to the application of the first outer layer and the first outer layer shall also be visually inspected and approved prior to the application of the second outer layer. Both outer layers shall be smooth, tight and wrinkle -free. 2. The outer layer tapes shall be applied in accordance with the requirements of the previous sections, except that the minimum tape roll application temperature shall be 90 degrees Fahrenheit. Monitoring for tension and temperature will be required for the outer layer tapes. 3. Cutbacks for tape coating shall be as specified in the previous sections. At each end of the pipe section, a 3- inches holdback from the tape to the joint shall be left uncoated at the plant to permit sufficient tape coating overlap for construction of pipe joints as hereinafter specified. . • SP 40 OF 83 207 - 10.4.7.2.9 Materials: The following tape materials shall be used: Primer Material: a. The physical properties of the anti - corrosion primer shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI /AWWA C214, Section 4.2, "Coating System Tests ": A primer solution containing 100 percent Butyl Rubber with resins and stabilizers in solvents which when applied and dry on pipe will provide adhesion, cathodic disbonding, and stress corrosion cracking resistance, in conjunction with the anti - corrosion inner layer tape coating. The primer is to provide interfacing between the metal pipe substrate and the anti - corrosion inner layer tape coating. % solids: >_ 12% Flash point: >_ 140° F Cathodic disbondment @ 20 °C, (68° F) 30 days; 0.2 in (ASTM G -8) Shear resistance @ 66 °C (150 °F) for 4 weeks 0.2 mm /day Viscosity -thin syrup The primer must contain stress corrosion cracking inhibitor to help alleviate SCC. The primer shall be Polyken #1029. b. Storage primer on the exposed steel at the tape cutbacks shall have the following properties: Base: Synthetic natural rubber and resins Solvent: Naptha, toluene blend Total solids: 19% by weight Viscosity: Thin syrup Flash point: 10 degrees Fahrenheit Color: Black Storage primer shall be Polyken #924. 2. Plant Cold- Applied Plastic Tape Material: a. Anti - Corrosion Inner Layer Tape: The physical properties of the anti - corrosion inner tape shall meet or exceed the following criteria when i 0 SP 41 OF 83 tested in accordance with the methods described in ANSI /AWWA C214, Section 4.2, "Coating System Tests ": Backing: Polyethylene tape backing shall consist of greater than or equal to 98 percent blend of high and low density polyethylene and the remaining portion of backing composition shall be a blend of colorants and stabilizers to insure color and long -term stability. Adhesive: 100% Butyl based elastomers with resins for adhesion cathodic disbonding and long term in -ground performance. Thickness: Tensile strength @ Break: Elongation @ break: Adhesion to steel: Adhesion to primed steel: Adhesion to backing: Dielectric strength: Insulation resistance: Water vapor transmission rate Cathodic disbonding @ 20° C (68° F) for 30 days Shear resistance @ 66 °C (150 °F) for 4 weeks: Hydrolytic stability for 200 hundred hours @ 98° C h20, Thermal stability for 2000 hours @ 100 °C air, Color: Total 20 -mil Backing 9 mil; Adhesive 11 mil 30 Win 200% >_ 100 - oz/in width >_ 300 - oz/in width >_ 40 oz/in width >_ 20 KV 1 x 1012 ohms X0.2 gm/100 in/ 0.2 in (ASTM G -8) 0.2 mm/day adhesion > 150 oz/in adhesion > 150 oz/in Black The inner layer tape shall be Polyken #989 YGIII (20 mils thickness). c. First Outer Mechanical Layer Tape: The physical properties of the first outer mechanical layer shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI /AWWA C214, Section 4.2, "Coating System Tests ": • i SP 42 OF 83 Backing: Polyethylene mechanical layer tape backing shall consist of greater than or equal to 96 percent blend of high and low density polyethylene and the remaining portion of backing composition shalt be a blend of colorants and stabilizers to insure color and long -term stability. Adhesive: 100 percent Butyl based elastomer with resins for adhesion, cathodic disbonding, and long term in -ground performance. Thickness: Tensile strength: Elongation: Adhesion to steel: Adhesion to backing: Water vapor transmission: Dielectric strength: Color: Total 30 mil Backing 25 mil: Adhesive 5 mil >_ 45 lb/in width > 200% 80 oz/in width 40 oz/in width < 0.2 gm /100in2/ 24 hr @ 70° F 25 KV Grey The first outer layer tape shall be Polyken #955 YGIII (30 mils thickness) d. Second Outer Mechanical Layer Tape: The physical properties of the second outer mechanical layer shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI/AWWA C214, Section 4.2, "Coating System Tests ": Backing: Polyethylene mechanical layer tape backing shall consist of greater than or equal to 96% blend of high and low density polyethylene and the remaining portion of backing composition shall be a blend of colorants and stabilizers to insure color and long -term stability. Adhesive: 100 percent Butyl based elastomer with resins for adhesion, cathodic disbonding, and long term in -ground performance. Thickness: Tensile strength: Elongation: Total 30 mil Backing 25 mil: Adhesive 5 mil 55 lb/in width >_ 200% Adhesion to steel: 80 oz/in width s • Adhesion to backing: 60 oz/in width Water vapor transmission: < 0.2 gm/100in2/ 24 hr @ 70 °F Dielectric strength: >_ 25 KV Color: White SP 43 OF 83 The second outer mechanical layer tape shall be Polyken #956 YGII* UV1 (30 mils thickness). *Second Mechanical outer layer tape shall have UV protection. A statement reflecting the required UV protection shall be included in the certification. e. Total Coating System: The physical properties of the total coating system shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI /AWWA C214, Section 4.2, "Coating System Tests ": 100 percent Polyethylene based backings 100 percent Butyl based elastomers Adhesion to steel: >_ 100 oz/in Adhesion to backing: ? 60 oz/in width Adhesion to primed steel: > 300 oz/in Tensile strength: ? 85 lb/in width Elongation: > 200% Dielectric strength: 20 KV Insulation resistance: 1 x 10 12 ohms Water vapor transmission: _< 0.25 gm /100 24 hr @70 °F Cathodic disbonding @ 20 °C (68 °F) for 30 days; 0.2 in (ASTM G -8) Shear rate @ 66 °C for 4 weeks, 0.2 mm /day Impact: 90 in -lbs C. 0 0 SP 44 OF 83 Penetration: 11 -15% The Total Coating System shall be the Polyken YGIII System. Plant Coated Fittings* and Plant Repair Cold - Applied Plastic Tape Material: (1) Anti - corrosion inner layer: The physical properties of the anti - corrosion inner tape layer for plant coated fittings and plant repair cold - applied plastic tape shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI /AWWA C214, Section 4.2, "Coating System Tests ": Backing: Polyethylene tape backing shall consist of greater than or equal to 98 percent blend of high and low density polyethylene and the remaining portion of backing composition shall be blend of colorants and stabilizers to insure color and long -term stability. Adhesive: 100 percent Butyl based elastomer with resins for adhesion, cathodic disbonding, and long term in -ground performance. Thickness: Tensile strength: Elongation: Adhesion to steel: Adhesion to backing: Water vapor transmission Dielectric strength: Total 50 mil Backing 10 mil: Adhesive 40 mil >_ 25 Win width >_ 150% 225 oz/in width 60 oz/in width < 0.2 gm /100in2/ 24 hr @ 70° F 28 KV The anti - corrosion inner tape layer for plant coated fittings shall be Polyken 932 - 50.(50 mil thickness) (2) Outer Mechanical Layer Tape: The physical properties of the outer mechanical layer tape for plant fittings and plant repair cold applied plastic tape shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI/AWWA C214, Section 4.2, "Coating System Tests ": Backing: Polyethylene mechanical layer tape backing shall consist of greater than or equal to 96% blend of high and low density no 0 0 SP 45 OF 83 polyethylene and the remaining portion of backing composition shall be a blend of colorants and stabilizers to insure color and long -term stability. Adhesive: 100% Butyl based elastomer with resins for adhesion, cathodic disbonding, and long term in -ground performance. Thickness: Tensile strength: Elongation: Adhesion to steel: Adhesion to backing: Water vapor transmission Dielectric strength: Total 30 mil Backing 25 mil: Adhesive 5 mil 45 lb/in width 200% 80 oz/in width 40 oz/in width < 0.2 gm/100in2l 24 hr @ 70° F 25 KV The outer mechanical layer tape for plant fittings and plant repair cold - applied plastic tape shall be Polyken #955 (30 -mils thickness). *For fittings type coated at the plant, which cannot be machine coated as specified herein. Field Joint, Field Coated Fittings, and Field Repair Cold - Applied Plastic Tape Material: (1) Joint Filler Tape: The physical properties of the joint filler tape shall meet or exceed the following criteria when tested in accordance with the methods described in ANSUAWWA C209, Section 4.2, "Coating System Tests ": Color. Thickness: Elongation: Solids Content: Penetration Hardness: Black 125 mil > 600% 98% minimum 85 -105 DMM (300 GM moving load) Low Temperature Flexibility: No cracking when bent around a 1 inch mandrel at -10 °F Chemical Resistance: 10 SP 46 OF 83 No visible deterioration after 30 days immersion in the following solutions: 5% Caustic Potash 5% HCL 5% H2SO4 Saturated HS The lap joint filler material shall be Polyken 939. (2) Field Joint, Field Fitting, and Field Repair Outer Layer Tape: The physical properties of the field joint, field fittings, and field repair outer layer tape shall meet or exceed the following criteria when tested in accordance with the methods described in ANSI /AWWA C209, Section 4.2, "Coating System Tests ": Backing: Polyethylene mechanical layer tape backing shall consist of greater than or equal to 96 percent blend of high and low density polyethylene and the remaining portion of backing composition shall be a blend of colorants and stabilizers to insure color and long -term stability. Adhesive: 100 Butyl based elastomer with resins for adhesion, cathodic disbonding, and long term in- ground performance. Thickness: Tensile strength: Elongation: Adhesion to steel: Adhesion to backing: Adhesion to primed steel: Water vapor transmission: Dielectric strength: Total 50 mil Backing 10 mil: Adhesive 40 mill >_ 25 lb/in width >_ 150% 225 oz/in width 60 oz/in width 350 oz/in width < 0.2 gm /100in2/ 24 hr @ 70 °F 28 KV The field joint, field fitting, and Feld repair outer layer tape shall be Polyken 932 -50. (50 -mil thickness) e. The final tape coating shall be free of holidays, as determined by the provisions as specified in ANSI/AWWA Standard C214, prior to application of cement mortar coating. r1 V SP 47 OF 83 f. The following material physical property tests shall be performed in addition to those required by ANSI /AWWA C214, Section 4.2: (1) Inner Layer Shear Rate Method: The shear test apparatus shall consist of a temperature - controlled surface to which is attached a flat steel test panel having a ground steel surface. This steel plate shall be used as the testing surface to which the primer and tape will be applied. A uniform layer of primer shall be applied to the test panel with a 25- micron drawdown bar. Allow primer to air dry for 15 seconds. A 5 -cm by 6 -cm tape sample shall then be applied to the primer surface after the appropriate dry time. Secure tape by placing the rough side of 180 grit cloth reinforced sandpaper on the tape backing surface. Place a 5 -cm by 6 -cm aluminum block having a rubber coated surface on the smooth side of the block having a rubber coated surface on the smooth side of the grit sandpaper- tape - primer -test panel composite. Apply a normal load (6 kg) to the composite and shall then conditioned at the test temperature for 48 hours. After conditioning, apply a 3 -kg shear load to the composite and determine the shear rates as follows: If the sample slips less than 6 -mm in 24 hours, the shear rate shall be calculated from the 18th to the 24th hour. If the sample slips more than 6 mm before the 24th hour test period elapses, the shear rate shall be calculated between the 3rd and 5th mm. (2) Thermal Stability: The tape - primer -test panel composite for thermal stability measurements shall be prepared in accordance with the preparation of the peel adhesion specimens. Condition the composite at 20 °C under a normal load of 0.2 kg /cmZ for 48 hours. After conditioning, the composite shall be placed in an air - circulating oven at 100 °C and aged for 1000 hours. Remove samples from the oven at selected time intervals and condition at 20 °C for 24 hours. The peel force shall be measured at 20 °C in an Instron at peel rates of 100 mm per minute. (3) Hydrolytic Stability: The tape - primer -test panel composite for hydrolyitic stability measurements shall be prepared in accordance with the preparation of the peel adhesion specimen. 0 0 SP 48 OF 83 After conditioning the samples at 20 °C for 48 hours, place the composite samples in a water bath of distilled water set at 98 °C and aged for 1000 hours. Remove samples from the water bath periodically and condition at 20 °C for 24 hours. The peel force shall be measured at 20 °C in an Instron at a peel rate of 100 mm per minute. 3. Coating of Field Joints: a. Joints of pipe sections to be coated with cold - applied plastic tape coating shall be prepared and wrapped with cold- applied tape as specified herein. b. Prior to welding any field joints, an 18 -inch strip of heat resistant material shall be wrapped over the entire coated pipe sections on each side of the joint to be welded to avoid damage to the coating by the hot weld spatter. No grounding shall be made on the coated portion of the pipe. c. Immediately prior to exterior welding of the pipe for double welded lap joints, remove storage primer and wire brush area to be welded per the manufacturer's recommendations. d. No joint coating will be permitted until the welding has been completed and the pipe section has cooled sufficiently so as not to damage the integrity of the coating system. e. No trapped air will be permitted in the joint. The pipe surface shall be clean of mud, mill lacquer, wax, tar, grease, or any foreign matter. Visible oil or grease shall be removed using an approved solvent that will not leave any residue on the pipe surface. g. After joint welding, flash rusting shall be removed by mechanical means such as a wire brush. Wire brush the weld, storage primed steel and all exposed steel. All burrs and weld slags shall be removed to achieve a smooth surface. The pipe surface shall be free of any moisture and all foreign matter prior to the application of primer. 4. Fittings and Field Wrapping Procedure: a. Fittings coated in the field, which cannot be plant machine coated in accordance with the previous sections, and field joints shall be tape coated in accordance with AWWA Standard C209 using materials as previously specified. The field fitting and field joint cold - applied plastic tape shall be furnished by the same manufacturer as the plant applied plastic tape manufacturer. A 55 percent overlap shall be maintained on all field coated fitting and joint tape wrap to produce a minimum thickness of 100 -mils. 0 0 SP 49 OF 83 Tape shall be applied to the entire fitting and joint and shall extend a minimum of 3 inches onto the mill coat. End splices shall be a minimum of 6 inches and shall be staggered. The tape coating shall overlap at least 3 inches on the adjacent tape wrap. The tapes shall be applied with sufficient tension to conform with the surface irregularities. The finished wrap shall produce a smooth, wrinkle -free surface. b. Fittings coated at the plant, which cannot be machine coated in accordance with the previous sections, shall be tape coated in accordance with AWWA Standard C209 using materials as specified in the previous sections. The plant coated fitting cold - applied plastic tape shall be furnished by the same manufacturer as the plant applied plastic tape manufacturer. An inner tape layer of Polyken 932 -50 shall be applied with a 1 -inch nominal, 314 -inch minimum, tape overlap on all plant coated fittings. An outer layer of cold - applied plastic tape as specified in the previous sections shall be applied with a 55 percent overlap on all plant coated fittings. The total tape coat system for plant coated fittings shall have a minimum thickness of 110 mils. c. All completed tape coated fitting and field joints shall be tested by the pipe manufacturer or Contractor in the presence of the Engineer with an electrical flaw detector. Applied voltage shall be in the range of 11,000 to 15,000 volts. Any holidays found shall be repaired by the Contractor at no expense to the Owner. d. The tape manufacturer shall furnish a technician to provide assistance during the initial joint wrapping to ensure proper installation of the materials. The technician shall be retained, at the Contractor's expense, for a minimum of five working days of joint wrapping for each project heading. At the completion of the 5 -day period, the tape material manufacturer's representative shall meet with the Contractor and Engineer to review and update the joint wrapping operation plan. The tape manufacturer representative shall be retained by the Contractor for the duration of the work and shall respond to field problems and questions from the Contractor and Engineer within a sufficient time period so as not to cause delay in the installation and backfill of pipe. Costs incurred for retention of the tape manufacturer's representative shall be borne by the Contractor. All changes to the pipe manufacturer's operation are to be properly documented and updated by submittal within 3 working days of this meeting. Copies of all modifications are to be submitted to the Engineer in accordance with shop drawing submittal procedures as required in these specifications. • • SP 50 OF 83 e. When more than 30 percent of the tape coating is removed from the circumference of the pipe for the installation of fittings, the entire pipe tape coating shall be removed. The fitting shall be reprimed and retaped in accordance with these specifications. Tape coating repair for fittings and field joints shall be in accordance with the procedure described in this section. 5. Inspection of Tape Coating: a. All coating work shall be done in the presence of the Engineer. Any coatings applied in the absence of the Engineer will be rejected. b. The Contractor shall provide the Engineer with reasonable facilities and space, at the Contractor's expense, for the inspection, testing, and obtaining of any information required to determine the characteristics of the material to be used. The Contractor shall furnish to the Engineer at least two electrical pipe coating flaw detectors at the plant and one electrical pipe coating flaw detector per pipe installation heading in the field to aid in the inspection of the tape coating. Detector shall have manuals for operations attached. Two electrical flaw detectors shall remain the property of the Owner upon completion of the work. c. The Engineer shall have free access to plants of the manufacturer furnishing the materials and to worksite. 6. Holiday Detection for Tape Coating: a. The total system shall be tested prior to shipment. The detector for the test shall impress a voltage conforming to NACE Standard RP- 02 -74. b All holidays electrically or otherwise detected, due to flaws, or mishaps, shall be clearly marked upon discovery and immediately repaired. Wrapping of the first outer layer of tape of any pipe section shall be discontinued until the detected holiday has been repaired and approved by the Engineer. Repairs shall be done using methods specified in the previous sections. After the repair, the affected areas shall then be retested with the holiday detector prior to the application of the outer layer wrap. This process will be done until the coating has successfully passed the test. 7. Tape Coating Repairs: a. Plant and field cold - applied plastic repair tapes shall be furnished and installed in accordance with AWWA Standard C209 during plant and field applied tape materials as specified in the previous sections. The joint cold - applied plastic repair tapes shall be from the same manufacturer as the plant applied plastic tape manufacturer. The tapes SP 51 OF 83 and primer shall be completely compatible with the tape system used for straight -line pipe. b. Any damage in the form of holidays, flaws, or mishaps found in the total coating system shall be repaired by removing the outer tape layers and inner tape layer from the damaged area of the pipe. The damaged area shall be thoroughly cleaned using the methods and materials approved by the Engineer. The methods and materials to be used in repairing the damaged areas will depend on the type and cause of damage. After cleaning, a suitable primer shall be applied, followed by a patch of repair tape over the affected area. The patch repair tape shall overlap the undamaged coating by a minimum 4 inches in all directions. The repaired area shall then be retested with a holiday detector. An outer tape layer shall be the same material as the "second outer layer tape" as specified in the previous section and shall overlap by a minimum 6 inches past the repair tape area. At the discretion of the Engineer, depending on the extent of the repair area, the outer tape layer shall be wrapped around the entire circumference of the pipe. c. If the outer tape layers are damaged and holidays or other flaws are not detected in the inner layer wrap at the same area, the repair of the inner tape layer may not be necessary; however, if the damage is determined by the Engineer, to be severe enough to jeopardize the integrity of the inner tape layer, the Engineer will direct the Contractor to repair the inner tape layer. If such action is taken, the Contractor shall remove the outer tape layers up to the boundaries of the damaged area, taking care not to damage the inner tape layer any further. Before replacing the outer tape layers, a holiday detector shall be applied to the inner tape layer to determine that no damage has been made to this primary tape coating during the outer layer removal process. The repair of the outer tape layers shall be done in accordance with the requirements of the previous paragraph. The patch repair tape shall overlap the undamaged coating by a minimum of 4 inches in all directions. d. When the area tests showing no holiday, a notation shall be applied to the area indicating the test is satisfactory. Cement mortar coating shall then be applied over the cold- applied plastic tape coat. 8. Protecting Coated Pipe: a. The Contractor shall protect all coated surfaces from damage prior to and during the pipe installation in accordance with these specifications. b. Any tape coated pipe, including exposed tape ends at the cement mortar hold- backs, subjected to ultraviolet exposure longer than 90 calendar days prior to installing cement mortar coating shall be physically inspected by the Engineer prior to installation of plant or field applied cement mortar coating. Ultraviolet degradation will not be accepted; except that if in the opinion of the Engineer, the degree of degradation will not affect the integrity of the coating, he may allow the installation of the pipe section. • 0 SP 52 OF 83 c. While laying tape and cement mortar coated steel pipe, the pipe shall not be rolled or skidded when it is in contact with the ground at any point. Coated pipe shall be lowered into the trench using belt sling not less than 16 inches wide. The use of chains, hooks or other equipment that might injure the pipe coating will not be permitted. The Engineer shall approve all other pipe handling equipment and methods. Pipe stored alongside of the trench shall be supported on saddles used in transporting the pipe, sandbags, or rock free piles of sand at 114 points providing a minimum of 36 inches of bearing surface at each point. d. Immediately before placing the pipe in the trench a visual inspection of the cement mortar coating shall be made. All repairs to defects in the cement mortar coating shall be made prior to the installation of the pipe in the trench in accordance with these specifications. If damage to the underlying tape coat is suspected and at the direction of the Engineer, the cement mortar coating shall be removed from the damaged area, visually inspected, and electronically tested for holidays in accordance with AWWA C214, subsection 4.3.2 as applicable. Repairs to tape defects are to be made in accordance with previous sections and the tape manufacturer's repair procedure submittal as outlined in the fabrication plan. Repairs to cement mortar coating defects are to be made in accordance with these specifications. The entire coating operation shall be performed as a one - station operation where the pipe is supported at the ends in a manner that will permit the application of the specified coatings. No additional handling following the initial setup of the pipe section, from application of primer, tape coating, and cement -mortar coating, will be allowed. No application involving rollers to support the pipe during the primer application, plastic tape, or cement -mortar coating application will be permitted. 207 -25 POLYVINYL CHLORIDE (PVC) PLASTIC PRESSURE PIPE 207 -25.1 General. All polyvinyl chloride (PVC) pipe shall be SDR -14 (Class 200) and shall be manufactured in strict accordance with the latest revisions of AWWA C900, and Section 207 -21 of the City's Standard Special Provisions. 207 -25.2 Fittings. All fittings for PVC pressure pipe shall be ductile iron and shall be in accordance with the latest revisions of AWWA C110, C153, C111, C104 and Section 207 -9 of the Standard Specifications. All fittings shall be push -on type and shall be thrust- blocked and anchored in accordance with the City Standard Plans. 207 -25.3 Pipe Identification. All PVC pressure pipe shall have a tracer wire or metallic warning tape installed per Section 207 -22.7 of the City's Standard Special Provisions. 0 0 SP 53 OF 83 207 -26 TEMPORARY HIGHLINE PRESSURE PIPE 207 -26.1 General. Highline piping and appurtenances shall be suitable for potable water service and shall have a minimum pressure rating of 200 psi. The highline piping shall be Victaulic joint welded steel pipe or aluminum pipe and shall be suitable for potable water service. Piping shall be a minimum of 6- inches in diameter. All highlining facilities shall be disinfected after installation and prior to be placed into operation. Pressure testing is not required, but the piping and connections shall not leak. All visible leaks shall be repaired immediately. No highline piping shall be allowed to be traveled over without adequately protecting the highlining pipe as well as, safely ramping the pipe for vehicle protection. The Contractor shall obtain approval from the City for all highline piping crossing driveways or streets. Adequate protection of vehicles crossing the highline will be the sole responsibility of the Contractor. The Contractor may consider a shallow trench for the highline if ramping is not feasible. 207 -27 PIPE APPURTENANCES 207 -27.1 General. Unless otherwise specified, all pipe appurtenances shall comply with the appropriate Standard Drawings of the City of Newport Beach and Section 207 -22 of the City's Standard Special Provisions, unless modified herein. 207 -27.2 Valve Boxes. Valve boxes shall comply with the appropriate Standard Drawing of the City and Section 207 -22.4 of the City's Standard Special Provisions. 207 -27.3 Sleeve -Type Couplings. Sleeve -type couplings shall comply with Section 207 -22.6 of the City's Standard Special Provisions. 207 -27.4 Nuts and Bolts. Above ground and buried nuts, washers and bolts for flanges shall be Type 316 stainless steel conforming to ASTM A 193, Grade B8M for bolts, and ASTM A 194, Grade 8M for nuts. A washer shall be provided for each nut. Washers shall be of the same material as the nuts. Bolts for flange insulation kits shall conform to ASTM A 193, Grade B7. Nuts shall conform to ASTM A 194, Grade 2H. SECTION 209 -- ELECTRICAL COMPONENTS 209 -3 CORROSION MONITORING SYSTEM 209 -3.1 General. Furnish all labor, materials, tools equipment, and incidentals to install cathodic protection and corrosion monitoring facilities on the buried steel and ductile iron piping associated with the City of Newport Beach, Irvine Avenue Transmission Main Replacement project. Facilities shall include: insulating flange kits, sacrificial anodes, corrosion monitoring test stations, continuity bonding, attendant wiring, inspection, and testing for a complete and workable system. 209 -3.2 Specifications and Standards. The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designations only. ANSI 816.21 -92 Nonmetallic Flat Gaskets for Pipe Flanges 2. ASTM C94 -81 Ready -Mix Concrete 0 0 SP 54 OF 83 3. ASTM D1248 -89 Polyethylene Plastics Molding and Extrusion Materials 4. ASTM D2220- 80Polyvinylchloride Insulation for Wire and Cable, 750 Operation 5. AWWA C105 -99 Polyethylene Encasement for Ductile Iron Piping for Water and other Liquids. 6. AWWA C217 -90 Cold - Applied Petrolatum Tape and Petroleum Wax Tape Coatings for the Exterior of Special Sections, Connections, and Fittings for Buried Steel Water Pipelines 7. NACE RP0169 -96 Recommended Practice, Control of External Corrosion on Underground or Submerged Metallic Piping Systems 8. NACE RP0286 -97 Electrical Isolation of Cathodically Protected Pipelines 9. NEMA LI- 1- 19831ndustrial Laminate Thermosetting Products 10. MIL -C- 1848013 Coating Compound, Bituminous, Solvent, Coal Tar Base 11. UL 83 -80 Thermoplastic- Insulated Wires 12. UL 486 -76 Wire Connectors and Soldering Lugs for Use with Copper Conductors 209 -3.3 Submittals. The following information shall be submitted for approval of the Engineer in accordance with the General Requirements of these specifications. 1. Catalog Cuts (5 copies): a. Pre - packaged high potential magnesium anodes b. At -grade test boxes c. Shunts d. Brass split -bolts e. Brass wire tags f. Wire and cable g. Insulating flange kits h. Wax tape wrap i. Weld caps j. Weld coating k. Polyethylene sheet for DIP encasement I. Warning tape 2. As -built Drawings: The Contractor shall maintain as -built drawings showing the exact locations of all anodes, insulators, corrosion monitoring test stations, and wire trenching runs. Location changes from the design shall be 0 i SP 55 OF 83 legibly indicated in red on a blue line copy of the design drawings. These drawings shall be submitted to the Engineer before the work is considered complete. 3. Qualifications: Qualifications of Corrosion Engineer retained by the Contractor for testing purposes. The Corrosion Engineer shall be experienced with buried water line cathodic protection and either be a registered corrosion engineer in the State of California or a NACE International Certified Cathodic Protection Specialist. 4. Test Results: a. Insulator tests b. Continuity tests c. Anode testing and cathodic protection performance 209 -3.4 Test and Inspection Notification. The Contractor shall notify the Engineer at least five days in advance of installation of anodes, insulators, test leads, or test boxes. The Engineer or the Owner shall, at their discretion, inspect and witness the testing of all insulators, anodes, corrosion control or monitoring test stations with the assistance of the Contractor. 209 -3.5 Materials. Materials and equipment furnished under this section of the specifications shall be new and of the highest quality, the standard product of manufacturers regularly engaged in the manufacturing of such products, and shall be the manufacturer's latest standard design that complies with specification requirements. All materials and equipment shall bear evidence of U.L. approval when U.L. standards exist. 209 -3.5.1 Pre - Packaged Magnesium Anodes Capacity: High potential magnesium anodes shall have a theoretical energy content of 1000 ampere -hours per pound and have a minimum useful output of 500 ampere -hours per pound. 1. Chemical Composition (High Potential Magnesium): Aluminium 0.01 percent (max) Manganese 0.5 to 1.3 percent Zinc 0.002 percent (max) Copper 0.02 percent (max) Nickel 0.001 percent (max) Iron 0.03 percent (max) Silicon 0.05 percent (max) Other 0.05 percent each (max) and 0.3 percent total (max) Magnesium Balance 2. Open Circuit Potential: The open circuit potential of all anodes, buried in the soil, shall be between 1.55 and 1.65 volts DC versus a copper- copper sulfate reference electrode. 0 . SP 56 OF 83 3. Ingot Size and Weight: Anodes shall be 48 -pound bare magnesium ingots with a trapezoidal cross section. Ingot size shall be 32 inches long. 4. Anode Construction: Anodes shall be cast magnesium with a galvanized steel core rod. Recess one end of the anode to provide access to the rod for connection of the lead wire. Silver braze the lead wire to the rod and make the connection mechanically secure before brazing. Insulate the connection to a 600- vottrating by filling the recess with epoxy and covering any exposed bare steel core or wire with heat shrinkable tubing. The insulating tubing shall extend over the lead wire insulation by not less than one -half inch. 5. Anode Pre - Packaged Backfill Material: The anodes shall be completely encased and centered within a permeable cloth bag in a special low resistivity backfill mix with the following composition: Gypsum 75% Powdered Bentonite 20% Anhydrous Sodium Sulfate 5% Backfill grains shall be such that 100 percent is capable of passing through a screen of 100 mesh. Backfill shall be firmly packed around the anode such that the ingot is approximately in the center of the backfill and surrounded by at least two inches of backfill material. The resistivity of the backfill shall be no greater than 50 ohm -cm when tested wet in a soil box with no extraordinary means of compaction. The total prepackaged weight shall be approximately 105 pounds. 209 -3.5.2 At -Grade Test Stations Test Box: Test boxes shall be a round, precast concrete with dimensions of 14 -inch O.D. by 11%2 - inches high, with a cast iron supporting ring and lid and shall have sufficient strength to support occasional vehicular traffic. The lid shall be 9 -5/8 -inch O.D. and cast with the legend "Test Station" using characters as large as space allows. The test boxes shall be flush with grade. 2. Shunts: Anode test boxes shall have 0.01 -ohm shunts rated at 6 amperes, Holloway Type RS or equal, and accurate to plus or minus one percent. Shunts shall be attached to anode and cathode lead wires with split bolt connectors as shown in the drawings. Note that anode leads shall be left unconnected until system activation in the presence of the Engineer. 3. Split Bolt Connector: Split bolt connectors shall be UL 486 copper or brass and sized to accommodate the lead wire and shunt being used. 4. Brass Identification Tags: All test leads shall be identified in each test box with an 18 ga., 1 -1/2 -inch diameter brass tags with a 3/16 -inch diameter hole. All tags shall be die - stamped with the pipe size and service in '% -inch high 0 SP 57 OF 83 characters. The tags shall be securely attached to the test leads with un- insulated No. 14 copper wire. 5. Concrete Pad: Test boxes mounted in un -paved areas shall be mounted in a 26- inches square by 4- inches thick, reinforced concrete pad constructed of ASTM C94 Ready -Mix concrete. 209 -3.5.3 Wire and Cable. All wire shall be single conductor, stranded copper of the gauge indicated. Wire sizes shall be based on American Wire Gauge (AWG). Copper wire shall be in conformance with U.L. Standard 83 and shall be suitable for direct burial in corrosive soil and water. Wire with high molecular weight polyethylene ( HMWPE) insulation shall conform to the requirements of ASTM D1248 Type 1, Class C, Grade 5. Wire with THWN insulation shall conform to the requirements of ASTM D2220. 1. Test Wires. Wire sizes shall be as shown in the Drawings. All pipe test leads shall have black HMWPE insulation. 2. Anode Lead Wires. All anodes shall have No. 12 AWG wire with white THWN insulation. 3. Bond Wires. Bond wires at mechanical joints, i.e., valves, flanges and couplings and at ductile iron pipe joints shall be No. 4 or 6 AWG as shown in the drawings with black HMWPE insulation. 209 -3.5.4 Insulating Flange Kit 1. Standard: NACE RP0286 "Electrical Isolation of Cathodically Protected Pipelines." 2. Gasket. ANSI B- 16.21, Type "E" full- faced, laminated glass NEMA LI -1 G -10 material with rectangular nitrile or Viton O -ring seal for operation between 20 °F and 150 °F. Gaskets shall be suitable for the temperature and pressure rating of the piping system in which they are installed. 3. Insulating Sleeves. 1/32 -inch thick tube, full length, laminated glass material as per NEMA LI -1 G10 for operation between 20 °F and 150°F. For installation at threaded valve flanges, the sleeves shall be half - length. 4. Insulating Washers. 1/8 -inch thick laminated glass material as per NEMA LI -1 G10 for operation between 20 °F and 150 °F. For installation at threaded valve flanges, the sleeves shall be half- length. 5. Steel Washers. 1/8 -inch thick cadmium plated steel to be placed between the nut and the insulating washer. 209 -3.5.5 Wax Tape Wrap • 0 SP 58 OF 83 Where Required: All buried non- tape/mortar coated pipe fittings and appurtenances such as valve bodies, flanges, insulating flanges, couplings, etc. shall be wrapped with a wax tape primer and wrap per AWWA C217 and this specification section. 2. Primer: Prime coat with a blend of petrolatum, plasticizer, inert fillers, and corrosion inhibitor having a paste -like consistency. 3. Tape Wrap: Wrap primed surfaces with a synthetic felt tape saturated with a blend of petrolatum, plasticizers, and corrosion inhibitors that is easily formable over irregular surfaces. A compatible petrolatum filler should be used to smooth over irregular surfaces. Outer Covering: The primed and wax -tape wrapped fitting shall be wrapped with a plastic tape covering consisting of 1.5 mil, polyvinylidene chloride or metallocene resin material. The tape shall have high dielectric strength, be stretchable and be able to conform well to irregular shapes. The outer covering shall be Trenton Poly -Ply, Denso Poly -wrap or equivalent. 209 -3.5.6 Alumino- Thermic Weld Kits Weld Kits: Cable -to -metal connections shall be made by the alumino- thermic welding process. Weld kits shall include graphite mold, weld charges and accessories. The charge size and alloy and the mold size shall be as specified by the manufacturer of the weld kit for use on steel pipe. Weld Caps: Alumino- thermic welds shall be sealed with a pre - fabricated plastic cap filled with formable mastic compound on a base of elastomeric tape. Weld caps shall be Royston Handy Cap 2 or equivalent. Prime coat the surface before application of the weld cap with a material specially designed for this purpose such as Royston Roybond Primer. Weld Coating: All alumino- thermic welds and weld caps shall be coated with a cold - applied fast -drying mastic consisting of bituminous resin and solvents per Mil. Spec MIL -C- 184806 such as Carboline Bitumastic 50, Tnemec 40 -H -413, Tape -coat TC Mastic or "3M Scotch Clad 244 ". The minimum coating thickness shall be 25 mils (0.025 inch). 209 -3.5.7 Polyethylene Sheet Polyethylene Sheet: All ductile iron pipe shall be fully encased in 8 mil (0.008 inches) polyethylene sheet material in accordance with AWWA C105 method A and as shown in the drawings. The polyethylene encasement shall be installed in a near perfect condition without pinholes or tears and shall be fully protected from damage during backfilling. 209 -3.5.8 Plastic Waming Tape • i SP 59 OF 83 Warning Tape: The plastic warning tape shall be 3- inches wide and shall have a printed warning "Caution - Cathodic Protection Cable Buried Below". 209 -3.6 Execution. All work shall be performed by qualified, experienced personnel working under continuous, competent supervision. Work not specifically described herein shall conform to NACE RP0169 or NACE RP0286. 209 -3.6.1 Magnesium Anodes Inspection: All lead wires shall be inspected to ensure that the lead wire is securely connected to the anode core and that the lead wire insulation has sustained no damage. Anode lead wire -to -anode connection failures shall require replacement of the complete anode and lead wire assembly. 2. Pre- Packaged Anode Inspection: Each unit shall be inspected to ensure that the backfill material completely surrounds the anode and that the cloth bag containing the anode and backfill material is intact. If the prepackaged anodes are supplied in a waterproof container or covering, that container or covering shall be removed before installation. 3. Excavation Type and Depth: Anodes are to be installed in augured holes 12 feet deep as shown in the drawings. 4. Location: Approximate anode locations are shown in the drawings. Anode positions can be adjusted slightly to avoid interference with existing structures. The Engineer must approve alternate anode positions, greater than 10 feet from those shown in the drawings. 5. Handling: Care shall be taken to ensure that the anode is never lifted, supported, transported, or handled by the lead wire. All anodes shall be lowered into the hole using a sling or a rope. Soaking Requirements, Pre - Packaged Anodes: All prepackaged anodes shall be completely submerged in water for 30 minutes before being placed in the hole or trench. Once in the hole or trench, 15 gallons of water shall be poured on top of the anode such that it is completely covered with water. Allow the anodes to soak for a minimum of 30 minutes before any soil backfill is added. Backfill with native, rock -free (1/2 -inch maximum rock size) soil such that the soil backfill is 3 to 5 inches over the top of the anode. Add an additional 5 to 10 gallons of water to the hole or trench to completely saturate the soil around the anode. Allow the anode and soil to soak for 15 minutes (minimum) before completing the backfill operation. 7. Anode Upper Backfill: After the anode has soaked in the hole or trench, the hole or trench is backfilled with native trench spoil (not sand) with all stones over 1 -inch diameter removed. Backfill in 18 -inch lifts and carefully tamp to compact the soil. No voids shall exist around the anode bags and the anode lead wire shall not be damaged. 0 • SP 60 OF 83 209 -3.6.2 At -Grade Test Stations 1. Location: At -grade corrosion monitoring test boxes shall be placed just behind the curb and /or over the pipe as shown in the drawings. The Engineer must approve alternate test station positions. Test boxes shall not be placed in the roadway or traffic lanes. 2. Native Soil: The bottom of the box shall be native soil not gravel, rock, or sand. 3. Test Lead Attachment: Test leads shall be attached to the pipe using the alumino - thermic weld process as shown in the drawings and as described below. A single 18 -inch slack wire coil shall be placed at each weld. 4. Wire Installation: All buried lead wires (test or anode) shall be installed without damage or splices. All wire leads shall terminate at an anode, the pipe or in a test box. Provide slack wire in the test box such that all wires extend above the top of the box (grade) by 18 inches. 5. Anode Connection: Contractor shall connect the shunt to the pipe lead with a split bolt connector as shown. The anode lead shall be left unconnected for testing and completion by the Engineer. The Contractor shall connect a second split bolt to the other end of the shunt for connecting the anode lead to the shunt; however, the anode wire shall be left out of the connection until the system is activated in the presence of the Engineer. 6. Concrete Pad: A 26 -inch square by 4 -inch deep, reinforced (No. 4 rebar) concrete pad is required around each at -grade test station that is not located in a paved area. The pad shall be flush with grade except in grass areas where it shall be slightly raised. 209 -3.6.3 Wire and Cable Test Lead Trenching and Backfilling: Horizontal test lead and anode lead runs shall be placed in a trench with a minimum depth of 24 inches. The bottom of the finished trench shall be sand or stone -free earth. Test lead shall be centered in the bottom of the trench and covered and tamped in a 6 -inch layer of stone -free earth. Trench spoil can be used for the remainder of the backfill unless directed otherwise in these specifications. Soil compaction shall be as specified elsewhere in these specifications. Do not stretch or kink the conductor. Care shall be taken when installing wire and backfilling trench so insulation is not broken, cut, or bruised. Do not place roots, wood scraps, organic matter or refuse in the backfill. 2. Plastic Warning Tape: Plastic warning tape shall be run in the wire trench at a depth of 12- inches and above each buried wire. . ! SP 61 OF 83 3. Damaged Wire: If any wire insulation is damaged during installation, it shall be rejected and replaced completely at the Contractor's expense. All rejected wire shall be removed from the job site at the close of each workday. 4. Splicing: No wire splices are allowed unless specifically approved by the Engineer. 209 -3.6.4 Insulating Flange Kits Flange Kit Preparation: Insulating kits shall be installed as shown on drawings and as recommended by the manufacturer. Moisture, soil, or other foreign matter must be carefully prevented from contacting any portion of the mating surfaces prior to installing insulator gaskets. If moisture, soil, or other foreign matter contacts any portion of these surfaces, the entire joint shall be disassembled, cleaned with a suitable solvent, and dried prior to reassembly. 2. Pre - Assembly: All insulating flange kits 20- inches or greater shall be pre - installed and tested in the pipe spool before it is installed in the trench. If possible, smaller flanges shall be pre - installed and tested above grade. 3. Component Compatibility: The Contractor shall be responsible that insulating flange kits fit up properly. Specifically, the Contractor is responsible to verify that the bolts or studs are the correct material and size and that there are the correct number of bolts (studs), nuts, sleeves, insulating washers and steel washers. The Contractor shall also verify that the gasket sealing surfaces match up properly on both flanges and that there is enough clearance for the sleeves between the bolts or studs and the flange hole. Misaligned or non - compatible flange kits shall be replaced by the Contractor at the Contractor's expense. 4. Alignment: Alignment pins shall be used to properly align the flange and gasket. 5. Bolt Tightening: The manufacturer's recommended bolt- tightening sequence shall be followed. Bolt insulating sleeves shall be centered within the insulation washers so that the insulating sleeve is not compressed and damaged. 6. Testing: All insulating flanges must be tested as specified below. All buried insulating flanges must be tested before backfilling and before the wax tape primer and wrap are applied. Insulating flanges over 20- inches in diameter shall also be tested after assembly in the pipe spool but before installation in the ditch. 209 -3.6.5 Wax Tape Coating. All buried pipe, pipe fittings and appurtenances such as tapping saddles, valves, flanges, insulating flanges, couplings and adapters (except casings) that are not tape /mortar coated shall be wrapped with petrolatum wax tape per AWWA C217 and this specification section. 0 0 SP 62 OF 83 1. Surface Preparation: All surfaces to be wrapped, including bolt and nut surfaces, must be clean and free of all moisture, dirt, mud, dust, mill scale, wax, paint, oil, grease or any foreign substance. Clean using a power or hand wire brush and by wiping with a clean cloth. If oil or grease is present clean using a suitable, safe solvent that does not leave a residue. The surface shall be dry prior to the application of the coating. 2.. Primer: Apply primer by brush, hand, glove or roller. A thin coating of primer shall be applied to all surfaces and worked into all crevices. The primer shall be applied generously around threaded bolts and nut, coupling tie rods, flanges, followers, and other irregular surfaces and shall completely cover all exposed surfaces and fill all voids. The primer should overlap the pipe coating by a minimum of 3- inches. 3. Wax Tape: The petrolatum wax -tape shall be applied immediately after primer application. Short lengths of tape shall be cut and carefully molded around each individual bolt, nut, and stud -ends. Coupling tie rods and odd surfaces must be individually wrapped with wax tape to ensure complete coverage with tape directly against all surfaces. After all bolts and irregular surfaces are covered with short sections of tape, the tape shall be circumferentially wrapped over the flange, valve or coupling with sufficient tension and pressure to provide continuous adhesion without stretching the tape. The tape shall be formed by hand into all voids and spaces. There shall be no gaps or air spaces under the tape. The barrel of couplings shall be wrapped under the tie rods. The tape shall be applied with at least a 55 percent overlap. The wax tape system shall have a minimum thickness of 50 -mils over smooth surfaces and 100 -mils over sharp projections such as bolts and nuts. 4. Outer Covering: The clear plastic outer covering shall be applied by hand such that the material conforms and adheres to the wax tape surface. Coupling tie rods shall be individually wrapped. Two layers of plastic outer wrapping shall be applied. 209 -3.6.6 Continuity Bonding 1. Ductile Iron Joints: No continuity bonds are required on the ductile iron joints. 2. Mechanical Joints: All buried non - welded pipe joints and all mechanical joints (i.e., flanges, valves, couplings expansion joints) not specifically identified as an insulating joint shall be bonded with bond wires as indicated in the drawings. 3. Bond Wires and Wax Tape: Attached, test and inspect bond wires before wax tape wrap is applied. 0 0 SP 63 OF 83 209 -3.6.7 Wire to Pipe Connections Welds: All connections of copper wires to the cathode /structure shall be made by the alumino- thermic weld method as shown in the drawings. 2. Preparation of Wire and Cable: Use a cutter to prevent deforming cable ends. Do not deform cable. Clean oily or greasy cable with a rapid -drying solvent, which leaves no residue. Remove only enough insulation from the cable to allow the alumino- thermic weld connection to be made. 3. Preparation of Metal: Remove all coating, dirt, grime, and grease from the metal structure at weld locations by wire brushing and /or use of suitable safe solvents. Clean the structure to a bright, shiny surface free of all serious pits and flaws by using a file. The area of the structure where the attachment is to be made must be absolutely dry. 4. Wire Position: The wire is to be held at a 30- degree angle to the surface when welding. Only one wire shall be attached with each weld. 5. Testing of All Completed. Welds: As soon as the weld has cooled, the weld shall be tested by the Contractor as described below. 6. Re- welding Failed Welds: Before attempting a weld where a previous weld has failed, it is necessary to completely remove all weld metal and remnants of the previous weld by grinding or by filing. Coating of All Completed Welds: Assure that the area to be coated is thoroughly wire brushed, clean, and completely dry. Apply the elastomeric weld cap primer and then the weld cap to the weld. Apply a bituminous mastic coating over the weld cap at sites where wax tape is not applied. Apply bituminous coating in accordance with the manufacturer's recommendations. This coating shall overlap the structure coating a minimum of three inches. Allow sufficient time to dry. Wax tape, can be applied over the weld cap in lieu of the bituminous coating. 209 -3.6.8 Polyethylene Encasement Loose Wrap: All DIP pipe, flanges, couplings and valves shall be fully encased in a double wrap of 8 -mil plastic sheet. The sheet shall be installed with multiple longitudinal folds or laps so that there is adequate room for the plastic to give over irregular surfaces when compressed by the soil. Properly done the installation will look bunched, gathered and generally sloppy. End Seal: Seal and secure the plastic sheet with two wraps of 10 mil polyethylene backed pipe tape. 0 209 -3.7 Testing And Inspection 209 -3.7.1 Test Leads and Bond Wires • SP 64 OF 83 Responsibility: The Contractor shall be responsible for testing all test leads and bond wire welds. 2. Test Method: All completed wire connection welds shall be tested for strength by -striking the weld with a sharp blow with a two -pound hammer while pulling firmly on the wire. Welds failing this test shall be re- welded and re- tested. Wire welds shall be spot tested by the Engineer. After backfilling pipe, all test lead pairs shall be tested using a standard ohmmeter for broken welds. The resistance shall not exceed 130 percent of the total wire resistance as determined from published wire data. 3. Acceptance: Welds not loosened or broken by the hammer test can be backfilled. The resistance between each pair of test leads shall not exceed 130 percent of the total wire resistance as determined from published wire data. Ultimate bond wire acceptance shall be determined by the continuity test results. 209 -3.7.2 Test Lead Trenching and Backfill Responsibility: The depth, trench bottom padding, and backfill material shall be inspected by the Engineer at his discretion prior to backfilling. 2. Method: The depth, trench bottom padding, and backfill material shall be visually inspected prior to backfilling. 3. Acceptance: Conformance with these specifications. 209 -3.7.3 Continuity Testing Responsibility: Full metallic continuity is the responsibility of the Contractor. A qualified Corrosion Engineer who is retained by the Contractor shall conduct continuity tests. The Contractor is also responsible for providing test access at either end of the pipe sections requiring testing. 2. Pipe Requiring Continuity Testing: All reaches or sections of pipe that contain one or more bonded, mechanical or non - welded joint must be tested for Continuity. 3. Notification and Scheduling for Testing: The Contractor shall notify the Engineer at least five days before the completed pipe installation is ready for testing. It is advised that continuity testing be done as soon as possible. 0 0 SP 65 OF 83 4. Test Method: Pipeline continuity shall be tested using the Direct Resistance Method. The Owner must approve alternate methods. The Direct Resistance Method consists of measuring the linear resistance of individual pipe sections between two adjoining test stations (2 -wire minimum) such that the entire line is tested. The resistance of the pipe section is measured by applying a known DC current through the section and measuring the IR drop. Current can be applied through the pipe using any DC source such as a battery. The IR drop shall be measured at a minimum of five different current values. Instruments used shall be sufficiently sensitive to measure a resistance equal to plus or minus 5% of the calculated resistance of the pipe section. 5. Acceptance: The continuity of the pipeline shall be considered acceptable if the actual resistance measured as described above is equal to or less than 130 percent of the calculated pipe section resistance. The calculated resistance shall include the cylinder resistance and the bond wire resistance. If the actual resistance is greater than 130 percent of the calculated value the Contractor shall, at his own expense, locate the open or high resistance joints, make all necessary corrections, and retest until this criterion is met. 209 -3.7.4 Anodes and Cathodic Protection Performance Responsibility: The Contractor is responsible for providing the proper rated potential anode, sufficient anode lead wire length, low resistance connections and the proper anode hole or trench depth. The Contractor shall be responsible for ensuring that the anode pre - packaged backfill sack is undamaged and that the wire leads are soundly attached. The Contractor's Corrosion Engineer shall test each installed anode for wire connection integrity and for open - circuit potential. 2. Notification for Testing: The Contractor shall notify the Engineer at least five days in advance of plans to install the anodes and five days in advance of system performance testing. At his or her discretion, the Engineer shall witness the anode installation. 3. Cathodic Protection Performance Test Method: The performance of the cathodic protection system will be tested by the Contractor's Corrosion Engineer in the presence of the Engineer. The testing shall include: measurement of all open- circuit anode potentials; pipe -to -soil potentials at each test station and other locations as needed to fully evaluate anode performance before the anodes are connected; initial anode currents after connecting anode leads to the pipe leads; and the pipe -to -soil potential at each previously tested site with all anodes connected. Pre- and post cathodic protection potentials at midpoints between anode beds are required to verify that the pipeline is fully protected. Adequate protection shall be as defined in NACE RP0169. 4. Test Report: All system checkout test results shall be recorded, tabulated and submitted to the Engineer in a report along with the Corrosion Engineer's conclusions regarding the performance of the cathodic protection system. Any . 0 SP 66 OF 83 deficiencies found during testing shall be reported to the Engineer immediately. The Contractor shall perform repairs due to system installation deficiencies. These repairs and system re- testing shall be provided at no additional cost to the Owner. 5. Acceptance: The system will be accepted if all anodes, insulators, test stations, and supporting facilities are installed and working properly. 200 -3.7.5 Insulator Testing Responsibility: Insulators shall be tested and certified by the Contractor's Corrosion- Engineer. Testing shall be done in the presence of the Engineer and the Owner at their discretion. 2. Test Sequence: Buried Insulating flanges must be assembled onto the pipe spool and tested above grade prior to installation of the spool in the trench and the application of wax tape. 3. Notification for Inspection: The Contractor shall notify the Engineer at least five days in advance of the testing of insulator installations. 4. Method: Two test methods are required. a. Spool Test Above - Grade: The assembled flange shall be tested with a Gas Electronics Model 601 Insulator Checker specifically designed for the testing of insulating devices. The testing shall be done by a qualified Contractors Corrosion Engineer and in accordance with NACE RP0286 -97. b. Fully Assembled in the Trench: Retest with the Insulator Checker as above. Measure the pipe - to-soil potential of the pipe on each side of the insulator with a reference cell placed in the same location. A shorted condition is indicated by identical potentials. 5. Acceptance: a. Above Grade: The installation of the insulators shall be considered acceptable when the Insulator Checker test results indicate no shorts or partial shorts are present (zero percent meter deflection). b. In the Trench: No shorts or partial shorts as indicated by the Insulator Checker. Pipe -to -soil potentials on each side of the insulator must differ by a minimum of 20 millivolts. If the potential difference is less than 20 millivolts the Corrosion Engineer shall recommend additional tests to verify insulator performance. The additional tests shall be conducted with the approval of the Construction Manager. c. The installation shall be considered complete when the testing device indicates that no shorts or partial shorts are present. If shorts are detected the Contractor shall assist the qualified Corrosion Engineer in r� u 0 SP 67 OF 83 finding partial shorts or shorted bolts. All disassembly and re- assembly necessary to gain the acceptance of the qualified Corrosion Engineer shall be done at the Contractor's expense. 209 -3.7.6 Wax Tape Coating 1. Responsibility: the Engineer shall inspect all wax tape coating applications. 2. Notification for Inspection: The Contractor shall notify the Engineer at least five days in advance of completion of wax tape applications. 3. Test Method: Each tape wrapped component shall be visually inspected. The inspector shall verify that all irregular components are individually wrapped and that the tape if fully molded to the surface without gaps or voids. Backfilling shall not be done until this inspection is complete and the Engineer approves the tape wrap application. 4. Acceptance: Conformance with this specification section. 209 -3.7.7 Compliance with Specifications. Deficiencies: Any deficiencies or omissions in materials or workmanship found by these tests shall be rectified by the Contractor at his expense. Deficiencies shall include but are not limited to: unconnected or broken anode or test leads; incorrect anode type; improper or un -clean wire trench backfill; lack of 18- inches slack wire on each test lead in each test box; shorted or partially shorted insulators; inadequate insulator coating; failure to notify the Engineer in sufficient time to test buried insulators; high metallic pipeline resistance; and improperly mounted or located test boxes. SECTION 214 --- PAVEMENT MARKERS 214-4 NONREFLECTIVE PAVEMENT MARKERS Add to this Section: "All new non - reflective pavement markers types A and AY shall be ceramic." 214 -5 REFLECTIVE PAVEMENT MARKERS Add to this Section: "All new reflective pavement markers shall have glass - covered reflective faces or be 3M Series 290." PART 3 CONSTRUCTION METHODS SECTION 300 - -- EARTHWORK 300 -1 CLEARING AND GRUBBING 300 -1.3 Removal and Disposal of Materials 0 SP 68 OF 83 300 -1.3.1 General. Add to this section: "The work shall be done in accordance with Section 300 -1.3.2 of the Standard Specifications except as modified and supplemented herein. 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. The Engineer must approve final removal accomplished by other means. The Contractor shall maintain the job site in a clean and safe condition. The Contractor will remove any broken concrete, debris or other deleterious material from the job site at the end of each workday." 300 -1.3.2 Requirements (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley Intersections. Replace the first sentence of this Section with: "Saw cuts shall be neatly made to a minimum of two (2) inches." And replace the words 1 Y2 inch" of the last sentence with the words "two (2) inches ". 300 -1.5 Solid Waste Diversion. 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. The Contractor shall maintain monthly tonnage records of total solid wastes generated and solid wastes disposed of at a sanitary landfill. The Contractor shall report said tonnage monthly to the Engineer on a form provided by the Engineer and provide appropriate confirmation documentation from the recycling facility. SECTION 302 -- ROADWAY SURFACING 302 -5 ASPHALT CONCRETE PAVEMENT 302 -5.1 General. Add to this section: "The asphalt concrete (A.C.) used shall be I11-C3 -AR -4000. All cracks 1/4-inch or greater in width shall be cleaned and sealed with a hot - applied crack sealant approved by the Engineer. Holes, spalls, and cracks greater than 1 -inch in width shall be filled and compacted with an F -AR 4000 asphalt concrete mix. The pavement shall then be cleaned with a power broom. Asphalt paving shall be done the day after the cold- milling (grinding) is completed. No segment of street shall be left in a cold - milled state for more than one day." 302 -5.4 Tack Coat. Add to this section: "Prior to placing the asphalt concrete patches, a tack coat of Type SS -1h asphaltic emulsion at a rate not to exceed one — tenth (1110) of a gallon per square yard shall be uniformly applied to existing A.C. and P.C.C. surfaces and edges against which asphalt concrete is to be placed." 302 -6 PORTLAND CEMENT CONCRETE PAVEMENT • M SP 69 OF 83 302 -6.6 Curing. Add to this section: "The Contractor shall not open street improvements to vehicular use until P.C.C. has attained the minimum compressive strength specified in Section 201 -1.1 -2 of the Standard Specifications. Said strength may be attained more rapidly, to meet the time constraints in Section 6 -7.1 herein, by the use of additional Portland cement or admixtures with prior approval of the Engineer." 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. Add to this section: "Sidewalk and curb access ramps 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. Newly poured P.C.C. improvements subject to vehicle loads shall not be opened to vehicle traffic until the concrete has cured to a minimum strength of 2,000 psi." 303 -5.4 Joints 303 -5.4.1 General. Add to this section: "The Contractor shall make all necessary sawcuts to replace A.C., P.C.C., and brick that were damaged during the construction of improvements shown on the plans. All sawcuts shall be made to a depth of 2- inches." 303 -5.5 Finishing 303 -5.5.1 General. Add to this section: "The Contractor shall patch back A.C., P.C.C. and brick within private property at locations shown on the plans in a manner that matches the adjoining existing private property in structural section, texture and color." 303 -5.5.2 Curb. Add to this section: "The Contractor shall install or replace curb markings that indicate sewer lateral or water valve location on the face of the curb. The Contractor shall mark the curb with a chiseled "S" for sewer lateral and a chiseled 'V-X" for water valve locations. "X" shall indicate the number of feet from the curb face to the valve. To determine the location of sewer laterals and water services, the Contractor must call the City, Mr. Ed Burt, at (714) 718 - 3402." 303 -5.5.4 Gutter. Add to this section: 'The Contractor shall hold the flow line tolerances to within 0.01 feet of those elevations shown on the plan." SECTION 306 - -- UNDERGROUND CONDUIT CONSTRUCTION 306 -1.1.1 General. Add to this section: "Per the Geotechnical Evaluation prepared for this project, the soils within the Irvine Avenue project should be readily excavated by conventional earthmoving equipment. i . SP 70 OF 83 Excavation shall include without classification the removal of all material of whatever nature encountered. The Contractor shall remove unsuitable material and dispose of it at an off -site location. Costs of said disposal shall be the sole responsibility of the Contractor and no additional compensation shall be made therefor. All excess native material excavated during the construction shall become the property of the Contractor and shall be disposed of by him outside the limits of work in accordance with the applicable ordinances and regulations of the governmental agencies having jurisdiction. Costs of said disposal shall be the sole responsibility of the Contractor and no additional compensation shall be made therefor." 306 -1.1.2 Maximum Length of Open Trench. Total open trench at any one time is not to exceed 500 linear feet.. In addition, the Contractor shall place the base paving (for temporary pavement) flush. with surrounding pavement within at least three (3) calendar days after traffic is allowed back onto the trench. 306 -1.1.5 Removal and Replacement of Surface Improvement. Add to this section: "The thickness of the existing AC pavement and base sections will vary. The Contractor shall assume an existing minimum pavement section of 6 -inch AC over 12 -inch AB. The type and depth of the existing pavement and base sections shown below were obtained from improvement plans or soil borings and the City does not guarantee the accuracy of this determination. 306 -1.1.6 Bracing Excavations. Add to this section: Braced Shoring shall be designed per the lateral earth pressures provided in the project geotechnical report. 306 -1.1.7 Dewatering. 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, entering the excavations or other parts of the work. Dewatering shall be accomplished by methods that will ensure a dry excavation and preservation of the lines and grades of the bottoms of excavations. For pipeline work, the methods may include sump pumps, deep wells, well points, suitable rock or gravel placed below the required bedding for draining and pump purposes, temporary pipeline and other means. Dewatering for structures and pipelines shall commence when groundwater is first encountered, and shall be continuous until such times as water can be allowed to rise in accord with the provisions of this section or other requirements. Standby pumping equipment shall be provided on the jobsite. A minimum of one standby unit (one for each ten in the event well points are used) shall be available for immediate installation should any well unit fail. The design and installation of well points or deep wells shall be suitable for the accomplishment of the work. Disposal of water from dewatering operations shall be the sole responsibility of the Contractor. Disposal methods shall conform to the Porter - Cologne Water Control Act Amendment of 1972; and the California Administrative Code, Title 23, Chapter 3. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. Conveyance of the water shall be such as to not interfere 41 SP 71 OF 83 with traffic flow. No water shall be drained into work built or under construction without prior consent of the CNB. Water shall be desilted before disposal of any sewer, storm drain or other conveyance system. The system used for desilting the water shall be baffled structure and shall provide not less than five minutes detention time and shall be designed to have a "flow- through" velocity not exceeding 0.2 feet 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 Contractor shall ensure that all extracted and discharged water meets the basin plan water quality criteria. An NPDES permit will be required for this job. The Contractor's dewatering operations shall conform with all requirements of the California Regional Water Quality Control Board, Santa Ana Regional Water Discharge Permit for Construction Dewatering issued to the City. A copy of the permit is attached in Appendix A. 306 -1.2.1 Bedding. Add to this section: `Bedding material shall be clean, well graded imported sand having a minimum sand equivalent of 30 per ASTM D2419. Imported sand shall be a granular material free from clay balls, organic material and other deleterious substances. The bedding material shall extend 6- inches minimum below the pipe and 12- inches above the pipe and shall be compacted to a minimum relative compaction of 90 %. In the event the subgrade soils below the bedding are excessively weak or disturbed during excavation, the unsuitable soils shall be overexcavated to expose firm native material or removed and recompacted for a minimum depth of twenty -four (24) inches below the proposed bedding ( recompacted to 90% relative compaction)." 306 - 1.2.14 Installation of Cement Mortar -Lined and Tape Wrapped/Mortar Overcoat Steel Pipe. Add Section 306 - 1.2.14 as follows: "306- 1.2.14.1 Installation of Pipe. The Contractor shall install all pipe, fittings, closure pieces, bends, reducers, tees, crosses, outlets, manifolds, and other steel plate specials, bolts, nuts, gaskets, jointing materials, and all other appurtenances as indicated and as required to provide a complete and workable installation. No pipe shall be installed when the lining or coating /interior or exterior surfaces show cracks that may be harmful as determined by the Engineer. Such damaged lining and coating /interior and exterior surfaces, shall be repaired, or a new undamaged pipe shall be provided. All pipe damaged prior to Substantial Completion shall be repaired or replaced by the Contractor. The Contractor, shall inspect each pipe and fitting to insure that there are no damaged portions of the pipe. The Contractor shall remove or smooth out any burns, gouges, weld splatter or other repairable defects prior to laying the pipe. Trenches shall be in a reasonably dry condition when the pipe specials are laid. Necessary facilities including slings shall be provided for lowering and properly placing the pipe sections in the trench without damage. The pipe and specials shall be laid to the line and grade shown, and they shall be closely jointed to form a smooth flow line. . . SP 72 OF 83 Before placement of pipe in the trench, each pipe or fitting shall be thoroughly cleaned of any foreign substance which may have collected thereon and shall be kept clean at all times thereafter. In placing pipe in the trench, the pipe shall be held by the sling that supported the pipe section at the quarter points. The sling shall be constructed with padded attachment straps as approved by the manufacturer of the pipe. Bare cable or chain attachment straps will not be allowed. The pipe shall not be dragged on the bottom of the trench but shall be supported by the sling while being fitted to the adjacent pipe section. Immediately before placing each section of pipe in final position for jointing, the bedding for the pipe shall be checked for firmness and uniformity of surface. When the pipe is being laid, it shall be turned and placed where possible, so that any slightly damaged portion will be on top. The damaged area shall be repaired for the protection of any exposed steel. All damaged areas shall be repaired using materials and methods acceptable to the City. Pipe shall be laid directly on the bedding material. No blocking will be permitted, and the bedding shall be such that it forms a continuous, solid bearing for the full length of the pipe. Excavations shall be made as needed to facilitate removal of handling devices after the pipe is laid. Bell holes shall be formed at the ends of the pipe to prevent point loading at the bells. Excavation shall be made as needed outside the normal trench section at field joints to permit adequate access to the joints for field connection operations and for application of coating on field joints. The protective stulling and bracing shall be removed after the sand backfill has been thoroughly compacted and prior to completing the interior joints. After each section of pipe has been set into position, it shall be attached to the adjoining section by means of an arc - welded joint as shown on the Plans. The use of dogs, clips, lugs, or equivalent devices welded to the pipe for the purpose of forcing it into position will not be permitted. Care shall be exercised at all times to avoid contaminating any pipe, valves or fittings. During laying operation, no debris, tools, clothing or other material shall be placed in the pipe. Dirt shall be prevented from entering the pipe and if necessary, the pipe shall be swabbed before placing in position. If the pipe-laying crew cannot place the pipe into the trench without getting foreign material into it, the City may require placing a heavy canvas cover over each end of the pipe that shall remain in place until the pipe lengths are to be joined. Each section of pipe shall be laid in the order and position shown on the laying schedule. In laying pipe, it shall be laid to the set line and grade, within approximately one inch plus or minus. Where necessary to raise or lower the pipe due to unforeseen obstructions or other causes, the City may change the alignment and /or the grades. Such change shall be 0 SP 73 OF 83 made by the deflection of joints, by the use of bevel adapters, or by the use of additional fittings. However, in no case shall the deflection in the joint exceed the maximum deflection recommended by the pipe manufacturer. No joint shall be misfit by any amount which will be detrimental to the strength and watertightness of the finished joint. In all cases, the joint opening, before finishing with the protective mortar inside the pipe, or prior to applying in -place mortar lining, shall be the controlling factor. Moderate deflections and long radius curves may be made by means of beveled joint rings, by pulling standard joints, by using short lengths of pipe, or a combination of these methods; provided that pulled joints shall not be used in combination with bevels. The maximum total allowable angle for beveled joints shall be 5 degrees per pipe joint. Bevels shall be provided on the bell ends. Mitering of the spigot ends will not be permitted. The maximum allowable angle for pulled joints shall be in accordance with the manufacturer's recommendations or the angle which results from a % -inch pull out from normal joint closure, whichever is less. All horizontal deflections or fabricated angles shall fall on the alignment. All vertical deflections shall fall on the alignment and at locations adjacent to underground obstructions, points of minimum earth cover, and pipeline outlets and structures. The pipe angle points shall match the angle points indicated. Except for short runs, which may be permitted by the City, pipes shall be laid uphill on grades exceeding 10 percent. Pipe that is laid on a downhill grade shall be blocked and held in place until sufficient support is furnished by the following pipe to prevent movement. All bends shall be properly installed. The openings of all pipe and specials where the pipe and specials have been cement -mortar lined in the shop shall be protected with suitable bulkheads to maintain a moist atmosphere and to prevent unauthorized access by persons, animals, water or any undesirable substance. The bulkheads shall be so designed to prevent drying out of the interior of the pipe. The Contractor shall introduce water into the pipe to keep the mortar moist where moisture has been lost due to damaged bulkheads. The Contractor shall take all necessary precautions to prevent the pipe from floating due to water entering the trench from any source, shall assume full responsibility for any damage due to this cause, and shall at its own expense restore and replace the pipe to its required condition and grade if it is displaced due to floating. As pipe laying progresses, the Contractor shall keep the pipe interior free of all debris. The Contractor shall completely clean the interior of the pipe of all sand, dirt, mortar, splatter and any other debris following completion of pipe laying, pointing of joints and any necessary interior repairs prior to testing (and disinfection) the completed pipeline. Where pipe support details are indicated, the supports shall conform thereto and shall be placed as indicated; provided that the support for all exposed piping shall be complete and adequate regardless of whether or not supporting devices are specifically indicated. Where indicated, concrete thrust blocks or welded joints shall be provided." . SP 74 OF 83 3064.2.14.2 Welded Joints. General: Field welded joints shall be in accordance with ANSI /AWWA C206. Where exterior welds are performed, adequate space shall be provided for welding and inspection of the joints. During installation of welded steel pipe in either straight alignment or on curves, the pipe shall be laid so that the lap joint clearance, at any point around the circumference of the joint, shall comply with the requirements of AWWA C206. Unless double fillet welds are indicated, field welded lap joints may, at the Contractor's option, be made on either the inside or the outside of the pipe. After the pipe and pipe joint are properly positioned in the trench, the length of pipe between joints shall be backfilled to at least one foot above the top of the pipe. Care shall be exercised during the initial backfilling to prevent movement of the pipe and to prevent any backfill material from being deposited on the joint. To control temperature stresses the unbackfilled joint areas of the pipe shall be shaded from the direct rays of the sun by the use of properly supported awnings, umbrellas, tarpaulins, or other suitable materials for a minimum period of 2 hours prior to the beginning of the welding operation and until the weld has been completed. Shading materials at the joint area shall not rest directly on the pipe but shall be supported to allow air circulation around the pipe. Shading of the pipe joints need not be performed when the ambient air temperature is below 45 degrees Fahrenheit. Prior to the beginning of the welding procedure, any tack welds used to position the pipe during laying shall be removed. Any annular space between the faying surfaces of the bell and spigot shall be equally distributed around the circumference of the joint by shimming, jacking, or other suitable means. The weld shall then be made in accordance with ANSI /AWWA C206. Where more than one pass is required, each pass except the first and final one shall be peened to relieve shrinkage stresses; and all dirt, slag, and flux shall be removed before the succeeding bead is applied. All welding shall be done by an unvarying arc - welding process which excludes the atmosphere during the process of deposition and while the metal is in a molten state. The size and type of electrode used, and the current and voltage required, shall in all cases be subject to the approval of the City. The weld sticks and flux to be used for automatic processes shall be 6012 or better. Rusted or otherwise damaged electrodes shall not be used, and violation of this provision shall be sufficient cause for rejection of the work. Used flux from automatic welders shall be sifted free of fines and coarse pieces and shall have all mill scale removed before reusing. All welds shall be of uniform composition, neat, smooth, full strength, ductile, and shall be made with a technique which will ensure uniform distribution of load throughout the welded section with a minimum tendency to produce eccentric stress or distortion in the weld or in the metal adjacent thereto. 0 SP 75 OF 83 There shall be no greater evidence of oxidation in the metal of the weld than in the metal of the unwelded plate. All welded joints shall be of a type that will produce complete fusion of the plates and shall be free from unsound metal, pinholes, and cracks. The finish of welded joints shall be reasonably smooth and free from grooves, depressions, bums, and other irregularities, and there shall be no valley or undercut in the center of edges of any weld. All back chipping on both automatic and hand welding, whether for repairs or preparation of the groove for the original weld, shall be subject to inspection before being filled with weld metal. All butt welds shall be back chipped with a round -nosed tool to sound metal and inspection before welding the reverse side. Field joints shall be lap welded slip or buttstrap as shown on the Plans. At all single welded butt- strapped field joints, the outside weld or welds, as the case may be, shall be made with one (1) downhand pass and one (1) uphand pass. Fitting of butt straps shall be done with angle -bar clips and bolts pulled tight; provided that such angle -bar clips shall be removed to the satisfaction ,of the City upon completion of welding. The use of chains and jacks to pull up straps will not be permitted. In all hand welding, the metal shall be deposited in successive layers so that there will be at least as many passes or beads in the completed weld as indicated in the following table: Plate Thicknesses, Inches 3/16 1/4 5/16 3/8 Fillet Weld, Minimum Number of Passes 1 2 3 3 For all hand butt welds and other hand welds where possible, except plain 90- degree fillet welds, the plate edges shall be so prepared that there will be sufficient angle in the welding groove to prevent side arcing of the electrode and to permit penetration at the deepest point of the groove. All such welds shall be back chipped with a round -nosed tool to clean metal on the reverse side from the side of deepest penetration before any welding is done on said reverse side. Each hand pass and each back chipped welding groove shall be subject to inspection before the ensuing pass is made. Each hand pass shall be the full width of the weld. For all hand welds, not more than 1/8 -inch of metal shall be deposited in each pass. Each pass except the final one, whether in butt or fillet welds, shall be thoroughly bobbed or peened to relieve shrinkage stresses to remove dirt, slag, or flux before the succeeding bead is applied. Each pass shall be thoroughly fused into the plates at each side of the welding groove or fillet and shall not be permitted to pile up in the center of the weld. Undercutting along the side will not be permitted. >. SP 76 OF 83 All porosity and cracks, trapped .welding flux, or other defects in the welds shall be completely chipped out in a manner which will permit proper and complete repair by welding. Defective welds shall in general be repaired by hand welding; provided that the repair of defects in automatic welds shall be made on automatic welding machines where, in the City's opinion, the defect is so extensive as to make a hand repair undesirable. The Contractor's equipment for all welding and flame cutting shall be designed and maintained in such conditions, at all times, as to permit qualified welding operators to obtain the requirements prescribed in these specifications, and shall be approved by the City. The use of a semiautomatic welding process will not be permitted. In all welding by an automatic process, both the rate of deposition of weld metal and the rate of travel of the electrode shall be automatically controlled. The submerged melt process shall be used for automatic welding. Welding shall be done by skilled welders who have had adequate experience in the method and materials to be used. All welding operators shall be qualified under the standard qualification procedure of the latest edition of the ASME Boiler and Pressure Vessel Code, Section IX, Welding Qualifications. Any welder or welding operator performing work under this contract shall have been qualified for the process involved within the past three (3) years. The Contractor, when required by the City, shall conduct tests of his welders to determine their ability to produce welds that are in compliance with these specifications. Tests shall be made in accord with the above -named qualification procedure using machines and electrodes similar to those that are to be used on the work and in the presence of the City, who shall determine the quality of the work done. In lieu of test conducted in the presence of the City, the City may require that welders be qualified under the ASME qualification procedure by a testing agency approved by the City. The specimens shall be welded in the same position in which the welder is qualifying to work, and the same number of passes shall be used. The City may call for additional test plates as the work progresses and may demand the removal of any welder from the work under the contract whose work on the pipe is not satisfactory, regardless of the quality of the test welds. The Contractor shall furnish all materials and bear all expense of qualifying welders. The sequence of welding and welding procedures shall be subject to approval by City. As soon as practicable after welding of each joint, all field- welded joints shall be tested by the liquid penetrant inspection procedure conforming to the requirements of ANSI /ASTM E 165 under Method "B" and "Leak Testing." All defects shall be chipped out, re- welded and retested. Upon retest, the repaired area shall show no leaks or other defects. Following tests of the joint, the exterior joint spaces shall be coated in accordance with these specifications after which backfilling may be completed. 0 0 SP 77 OF 83 306 - 1.2.14.3 Joint Coating and Lining. The interior and exterior joint recesses shall be thoroughly wiped clean and all water, loose scale, dirt and other foreign material shall be removed from the inside surface of the pipe. The cement for joint grout and mortar shall be portland cement acceptable under ASTM C150. After the pipe has been laid and after sufficient backfill has been placed between the joints to hold the pipe securely in place, the outside annular space between pipe sections shall be completely filled with grout formed by the use of polyethylene foam -lined fabric bands. The grout shall be composed of one part cement to not more than two parts sand, thoroughly mixed with water to a consistency of thick cream. The grout space prior to filling shall be flushed with water so that the surface of the joint to be in contact with the grout will be thoroughly moistened when the grout is poured. The joint shall be filled with grout by pouring from one side only, and shall be rodded with a wire or other flexible rod or vibrated so that the grout completely fills the joint recess by moving down one side of the pipe, around the bottom of the pipe and up the opposite side. Pouring and rodding the grout shall be continued to allow completion of the filling of the entire joint recess in one operation. Care shall be taken to leave no unfilled space. Grouting of the outside joint spaces shall be kept as close behind the laying of the pipe as possible except that in no case shall grouting be closer than three joints of the pipe being laid. Grout Bands (Diapers): The grout bands or heavy-duty diapers shall be polyethylene foam -lined fabric with steel strapping of sufficient strength to hold the fresh mortar, resist rodding of the mortar and allow excess water to escape. The foam plastic shall be 100 percent closed cell, chemically inert, insoluble in water and resistant to acids, alkalies and solvents. The fabric backing shall be cut and sewn into 9 -inch wide strips with slots for the steel strapping on the outer edges. The polyethylene form shall be cut into strips 6 inches wide and slit to a thickness of 114 -inch which will expose a hollow or open cell surface on one side. The foam liner shall be attached to the fabric backing with the open or hollow cells facing toward the pipe. The foam strip shall cover the full interior circumference of the grout band with sufficient length to permit an 8 -inch overlap of the foam at or near the top of the pipe joint. Splices to provide continuity of the material will be permitted. The polyethylene foam material shall be protected from direct sunlight. The polyethylene foam -lined grout band shall be centered over the joint space with approximately equal widths extending over each pipe end and securely attached to the pipe with steel straps. After filling the exterior joint space with cement grout, the flaps shall be closed and overlapped in a manner that fully encloses the grout with polyethylene foam. The grout band shall remain in position on the pipe joint. Joint Lining: After the backfill has been completed to final grade, the interior joint recess shall be filled with mortar of stiff consistency mixed in proportions of one part cement to two parts sand. The mortar shall be tightly packed into the joint recess and troweled flush with the interior surface, and all excess shall be removed. At no point shall there be an indentation or projection of the mortar exceeding 1116 -inch. For pipe smaller than 24- inches in diameter, before the spigot is inserted into the bell, the bell shall be daubed with mortar containing one part cement to two parts sand. The spigot 0 • SP 78 OF 83 end then shall be forced to the bottom of the bell and excess mortar on the inside of the joint shall be swabbed out. The City will field inspect the inside of the pipeline and /or TV inspect the interior mortar lining prior to pressure testing of the new main. The Contractor will be required. to provide necessary access points and ventilation for the interior inspection of the water main. 306- A.2:14.4 Installation of Pipe Appurtenances. Protection of Appurtenances: Where the joining pipe is concrete or coated with cement mortar, buried appurtenances shall be coated with a minimum thickness of one -inch of cement mortar having one part cement to net more than two parts plaster sand. Installation of Valves: All valves shall be handled in a manner to prevent any injury or damage to any part of the valve. All joints shall be thoroughly cleaned and prepared prior to installation. The Contractor shall adjust all stem packing and operate each valve prior to installation to insure proper operation. All valves shall be installed so that the valve stems are plumb and in the location indicated. Installation of Flanged Joints: Before the joint is assembled, the flange faces shall be thoroughly cleaned of foreign material with a power wire brush. The gasket shall be centered and the connection flanges drawn up watertight without unnecessarily stressing the flanges. All bolts shall be tightened in a progressive diametrically opposite sequence and torqued with a suitable, approved and calibrated torque wrench. All clamping shall be applied to the nuts only. All buried flanges shall be coated and protected per Section 209 -3.6.5 "Wax Tape Coating." Insulated Joints: Insulated joints and appurtenant features shall be made by the Contractor as shown on the Drawings. The Contractor shall exercise special care when installing these joints to prevent electrical conductivity across the joint. After the insulated joint is completed, the City will perform an electrical resistance test. Should the resistance test indicate a short circuit, the Contractor shall remove the insulating units to inspect for damage, replace all damaged portions, and reassemble the insulating joint. The insulated joint shall then be retested to assure proper insulation. Flexible Coupled Joints: When installing flexible couplings, care shall be taken that the connecting pipe ends, couplings and gaskets are clean and free of all dirt and foreign matter with special attention being given to the contact surfaces of the pipe, gaskets . and couplings. The couplings shall be assembled and installed in conformity with the recommendation and instruction of the coupling manufacturer. Wrenches used in.bolting couplings shall be of a type and size recommended by the coupling manufacturer. Coupling bolts shall be tightened so as to secure a uniform annular space between the follower rings and the body of the pipe with all bolts tightened approximately the same amount. Diametrically opposite bolts shall be 0 SP 79 OF 83 tightened progressively and evenly. Final tightening shall be done with a suitable, approved and calibrated torque wrench set for the torque recommended by the coupling manufacturer. All clamping torque shall be applied to the nut only. Upon completion of the coupled joint, the coupling and bare metal of the pipe shall be cleaned, primed and epoxy coated (16- mils). Bonding and Electrical Conductivity: All un- welded pipe joints shall be bonded for electrical conductivity in accordance with the details indicated. 306 -1.3 Backfill and Densification. Add to this section: °Based upon the Geotechnical report, onsite soils may be used as compacted backfill, provided it is free of organic material and construction debris if approved by the City's Geotechnical Engineer. Where proper compaction of native material is not feasible, import sand having a minimum sand equivalent of 30 shall be used. Cost of said import soil shall be the sole responsibility of the Contractor and no additional compensation shall be made therefor. Water densification (jetted backfill) of bedding and backfill shall not be allowed. 306 -1.4 Testing Pipelines. Delete Section in its entirety. Replace with the following: "Hydrostatic testing shall conform to the requirements of the Section 306-1.4.5 of the City's Standard Special Provisions. The test pressure as measured at the lowest elevation along the pipeline shall be 225 psi and the duration of the test shall be a minimum of four (4) hours." 306 -1.4.7 Watermain Disinfection. Water main disinfection shall conform to the requirements of Section 306 -1.4.7 of the City's Standard Special Provisions. Disposal of all water used during flushing of the pipeline shall be in conformance with Section 7 -8.9 of these specifications. 306 -5 ABANDONMENT OF CONDUITS AND STRUCTURES 306 -5.1 Abandoning Water Mains. Contractor shall remove existing water mains and appurtenances at the locations shown on the plans or as directed by the Engineer. Water mains specified to be abandoned in place shall be abandoned at the nearest valve by blind flanging the valve or by installing plugs and thrust blocks at pipe ends. 306 -5.2 Abandoning Valves. Where the valves are located in the parkway, the valves shall be abandoned by closing the valves, removing the valve cans, filling the hole with satisfactory material, and compacting it to 90 percent relative compaction and restoring the area to match adjacent. Where the valves are located in concrete, the valve shall be abandoned by closing the valve, sawcutting the concrete, removing the valve can, and filling the hole with concrete. Where the valves are located in asphalt, the valves shall be abandoned by closing the valves, sawcutting the asphalt, removing the valve cans, filling the hole with slurry to the bottom of the asphalt section, and providing an asphalt cap on the slung. 0 • SP 80 OF 83 306 -5.3 Abandoning Fire Hydrants. All fire hydrants required to be abandoned shall be removed to the bottom of the bury and the service line capped at nearest valve. All abandoned hydrants shall be salvaged and delivered to the City Utilities yard. 306 -5.4 Removal of A.C. Pipe and Fittings. The Contractor will be required to remove asbestos cement pipes during the prosecution of his work. Removal of existing asbestos material shall be performed by a Contractor registered by CAUOSHA and certified by the State Contractors Licensing Board for asbestos removal. Copies of the certification shall -be submitted to the City prior to the commencement of any asbestos removal activities. The Contractor shall comply with all State and Federal laws regarding handling all removal of asbestos materials. The Contractor shall be responsible for the proper removal and disposal of all asbestos materials. The Contractor shall not field cut the existing A.C.P. In the specific instance of making connections to the existing A.C.P., disconnect, at the nearest joints, the length of pipe to be connected to the new pipe. This length of existing A.C.P. will be replaced by the new pipe making the tie -in. Contractor shall handle the A.C. pipe in strict conformance with all applicable CAUOSHA, EPA and governing health agency requirements. The Contractor shall provide sufficient supervision and monitoring to assure conformance. SECTION 307 — STREET LIGHTING AND TRAFFIC SIGNALS 307 -4 TRAFFIC SIGNAL CONSTRUCTION 307 -4.9.3 Inductive Loops. Amend this section to include: "Traffic signal loop detectors shall be replaced per Caltrans Standard Plans ES -5A and ES -513 and shall be Type A or Type E. The new loop detectors shall be installed within the AC pavement final course. All installed loop detectors shall be completely functional to the satisfaction of the Engineer within five consecutive working days of AC pavement final course placement." SECTION 308- -- LANDSCAPE AND IRRIGATION INSTALLATION 308 -1 GENERAL. Add to this section: "The Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. The Contractor shall arrange for this work with the City's Urban Forester, Mr. John Conway at (949) 644- 3083, a minimum of five workdays prior to beginning work. Method of pruning and removing tree roots shall be determined, approved, and inspected by the City s Urban Forester as follows: 1. Root Pruning a. The City's Urban Forester shall review and approve all proposed pruning prior to the start of the work. He may inspect any and all work sites as necessary. b. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City's Urban Forester. C. Roots shall be cleanly severed using a root - pruning machine, ax or comparable tool. 2. Arbitrary Root Cut 0 SP 81 OF 83 a. A straight cut with a root- cutting machine shall be made. 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 Pruninq This process involves selectively removing offending roots when a tree trunk of 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's Urban Forester. e. Roots shall be selected for removal on the basis that will have the least impact on the health and stability for the tree. 4. Landscape and Irrigation Systems a. The Contractor shall coordinate the marking of the existing irrigation pipes and control wiring a minimum of 48 hours in advance by contacting Randy Kerns, Park Maintenance Supervisor, relative to the work performed in or around landscape areas. All repairs of landscape and irrigation and subsequent final approval shall be coordinated with the Mr. Kerns at 949 - 644 -3082. b. Contractor shall repair all existing landscape and irrigation systems that were damaged during construction of improvements shown on the plans. Existing landscape and irrigation systems shall be repaired to original conditions and approved by the City of Newport Beach." SECTION 310 --- PAINTING 310 -5 PAINTING VARIOUS SURFACES 310 -5.6 Painting Traffic Striping, Pavement Markings, and Curb Markings 310 -5.6.6 Preparation of Existing Surfaces. Modify and amend this section to read: "The Contractor shall remove all existing thermoplastic traffic striping and . . SP 82 OF 83 pavement markings prior to application of slurry seal by a method approved by the Engineer." 310 -5.6.7 Layout, Alignment, and Spotting. Modify and amend this section to read: "The Contractor shall perform all layout, alignment, and spotting. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment shown on the plans. The Contractor shall mark or otherwise delineate the new traffic lanes and pavement markings within 24 hours after the removal or covering of existing striping or markings. No street shall be without the proper striping over a weekend or holiday. Stop bars shall not remain unpainted overnight." 310 -5.6.8 Application of Paint. Add to this section: `Temporary painted traffic striping and markings shall be applied in one coat, as soon as possible and within 24 hours after the finish course has been applied. Paint for temporary traffic striping and pavement markings shall be white Formula No. 2600A9 Duraline 2000 and yellow Formula No. 2601A9 Duraline 2000 as manufactured by Morton. These temporary paints shall be applied at 15 -mils wet. The final striping shall be sprayable reflectorized thermoplastic. The sprayable reflectorized thermoplastic pavement striping shall not be applied until the paving has been in place for at least 15 days. The thermoplastic shall be applied at 0.45 -mm minimum thickness for all striping except crosswalks and limit lines — which shall be 0.90 -mm minimum thickness. If the Contractor fails to perform striping as specified herein, the Contractor shall cease all contract work until the striping has been properly performed. Such termination of work shall require the Contractor to re- install "NO PARKING, TOW- AWAY" signs and re- notify the affected residents, at the Contractor's sole expense. In addition, if the Contractor removes /covers /damages existing striping and /or raised pavement markers outside of the work area, he shall re- stripe /replace such work items at no cost to the City. The Contractor shall paint or otherwise delineate, to the satisfaction of the Engineer, temporary traffic lanes when (1) two opposing traffic lanes are adjacent or (2) there is more than one lane in any one direction, for more than three consecutive calendar days. Dependent upon construction phasing, the Engineer may require the Contractor to apply two applications of paint to maintain adequate delineation on base pavement surfaces, at no additional cost to the City." SECTION 312 - -- PAVEMENT MARKER PLACEMENT AND REMOVAL 312 -1 PLACEMENT. Amend this section with: 1. The location of raised pavement fire hydrant marker shall conform to the City of Newport Beach Standard Plan No. STD- 902 -L. 0 0 SP 83 OF 83 2. The Contractor shall not replace raised pavement markers until fifteen days after the application of the pavement or slurry." PART 4 SECTION 400 - -- ALTERNATE ROCK PRODUCTS, ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE AND UNTREATED BASE MATERIAL 400 -2 UNTREATED BASE MATERIALS 400 -2.1 General 400 -2.1.1 Requirements. Add to this section: 'The Contractor shall use crushed aggregate base as base materials." V SECTION 600 --- MODIFIED ASPHALTS, PAVEMENTS AND PROCESSES 600 -2 CRUMB RUBBER MODIFIED (CRM) BINDERS AND PAVEMENTS -WET PROCESS 600 -2.1 Asphalt- Rubber 600 -2.1.1 General. Add to this section: "Asphalt- rubber shall be type B." 600 -2.6 Asphalt- Rubber Hot Mix Gap- Graded 600 -2.6.3 Rolling. Add to this section: "Asphalt- Rubber Hot Mix Gap Graded material shall be compacted at or above 290 degrees Fahrenheit. Due to this requirement, the Contractor shall maintain three large self - propelled, vibrating steel wheel rollers, in working condition, on site to facilitate the initial breakdown rolling and intermediate rolling. The third roller will act as a stand -by in case of breakdown by one of the other rollers. Rubber tire rollers are not permitted. A minimum relative compaction of 95 percent is required. For each percentile less that the required 95 percent compaction the unit price for Item No. 6, Construct 2 -Inch Thick Asphalt Rubber Overlay, will be reduced by 10 percent. Any areas of roadway that does not have 90 percent relative compaction shall be removed, reinstalled and properly compacted at the Contractor's sole expense." 600 -2.7 Asphalt- Rubber and Aggregate Membrane (ARAM) Surfacing or Interlayer. Add to this section: "Asphalt- rubber and aggregate membrane (ARAM) surfacing or interlayer shall be applied to the project." F: \USERS \PBW\Shared \Contracts \FY 0405 \Irvine Ave Water Main-Universi"outh Bristol C- 3411\SPECS.doc 0 0 Irvine Avenue Water and Sewer Mains February 26, 2004 Newport Beach, California Project No. 205210001 APPENDIX A BORING LOGS Field Procedure for the Collection of Disturbed Samples Disturbed soil samples were obtained in the field using the following methods. Bulk Samples Bulk samples of representative earth materials were obtained from the exploratory borings. The samples were bagged and transported to the laboratory for testing. The Standard Penetration Test (SPT) Spoon Relatively disturbed drive samples of earth materials were obtained using a Standard Pene- tration Test spoon sampler. The sampler is composed of a split barrel with an external diameter of 2 inches and an unlined internal diameter of 1 -3/8 inches. The spoon was driven into the ground 12 to 18 inches with a 140 -pound hammer free falling from a height of 30 inches in general accordance with ASTM D 1586 -99. The blow counts were recorded for every 6 inches of penetration; the blow counts reported on the logs are those for the last 12 inches of penetration. Soil samples were observed and removed from the spoon, bagged, sealed and transported to the laboratory for testing. Field Procedure for the Collection of Relatively Undisturbed Samples Relatively undisturbed soil samples were obtained in the field using the following method. The Modified Split- Barrel Drive Sampler The sampler, with an external diameter of 3.0 inches, was lined with 1 -inch long, thin brass rings with inside diameters of approximately 2.4 inches. The sampler barrel was driven into the ground with the weight of a 140 -pound hammer mounted on the drill rig in general ac- cordance with ASTM D 3550 -01. The driving weight was permitted to fall freely. The approximate length of the fall, the weight of the hammer or bar, and the number of blows per foot of driving are presented on the boring logs as an index to the relative resistance of the materials sampled. The samples were removed from the sampler barrel in the brass rings, sealed, and transported to the laboratory for testing. 2MIMi RG. Fe t az .05M Ah Ah U.S.C.S. METHOD OF SOIL CLASSIFICATION MAJOR DIVISIONS SYMBOL TYPICAL NAMES RANGE. OF GRAIN SIZE ( LASSIFICATION GW Well Well graded gravels or gravel -sand mixtures, U.S. Standard "•. "° little or no fines Millimeters GRAVELS a.. GP Poorly graded gravels or gravel -sand 12" to 3' (More than 1/2 of coarse GRAVEL 3" to No 4 mixtures, little or no fines I .^� o fraction > No. 4 sieve size) wry Fine GM Silty gravels, gravel- sand -silt mixtures q u No. 4 to No. 200 4.76 to 0.074 Coarse No 4 to No. 10 4.76 to 200 Medium 4 GC Clayey gravels, gravel- sand -clay mixtures No 40 to No 200 0 420 to 0.074 SILT & CLAY Below No. 200 Below 0 074 v $ SW Well graded sands or gravelly sands, little or `o no fines SP Poorly graded sands or gravelly sands, little or A SANDS O (More than 1/2 of coarse no fines fraction <No. 4 sieve size) S Silty sands, sand -silt mixtures SC Clayey sands, sand -clay mixtures r'`F•�� 1111111 ML Inorganic silts and very fine sands, rock flour, Isilry Cz) or clayey fine sands or clayey silts with /� CL Inorganic clays of low to medium plasticity, o� SILTS & CLAYS c.N Liquid Limit <50 gravelly clays, sandy clays, siltv cla s Ican C7 u OL Organic silts and organic silty clays of low c lasticit -S ��+ MH Inorganic slits, micaceous or diatomaceous E d fine sandy or silty soils, elastic silts v SILTS & CLAYS Liquid Limit >50 9— CH Inorganic clays of high plasticity, fat clays OH Organic clays of medium to high plasticity, 1 organic silty clays, organic silts HIGHLY ORGANIC SOILS Pt Peat and other highly organic soils GRAIN SIZE CHART RANGE. OF GRAIN SIZE ( LASSIFICATION U.S. Standard Grain Size in Steve Size Millimeters BOULDERS Above 12" Above 305 COBBLES 12" to 3' 305 in 76.2 GRAVEL 3" to No 4 76.2 to 4,76 Coarse 3' to 314" 761 to 19.1 Fine 3/4• to No 4 19.1 to 4 76 SAND No. 4 to No. 200 4.76 to 0.074 Coarse No 4 to No. 10 4.76 to 200 Medium No. 10 to No. 40 2.00 to 0.420 Fine No 40 to No 200 0 420 to 0.074 SILT & CLAY Below No. 200 Below 0 074 PLASTICITY CHART Jon mom, . ■ ■ ■ ■� ■■ //■ P PIP _ . on Is ■m■ MA NOME 02PWWM F)y*7 0 U.S.C.S. METHOD OF SOIL CLASSIFICAT, Ibwmcv4 0 L 8 m ut K � ) } � O m �V �y U BORING LOG EXPLANATION SHEET F30E sample. Modified split -barrel drive sampler. No recovery with modified split - barrel drive sampler. Sample retained by others. Standard Penetration Test (S PT). 5 No recovery with a SPT. xxM Shelby tube sample. Distance pushed in inches/length of sample recovered in inches. No recovery with Shelby tube sampler. Continuous Push Sample. Q Seepage. to S3 Groundwater encountered during drilling. Groundwater measured after drilling. S ALLUVRJM: Solid line denotes unit change. -- — -- --- — ----� --- -----t DashetlTineTenotesmatcna(c�nge. -- - - - - -- Attitudes: Strikc/Dip b: Bedding c: Contact 15 j: Joint f. Fracture F: Fault cs: Clay Seam s: Shear bss: Basal Slide Surface sE Shear Fracture sz: Shear Zone sbs: Sheared Bedding Surface T e rota ept toe Is a solid ine that Is drawn at the bottom of the boring. • R�l n r. BORING LOG EXPLANATION OF BORING LOG SYMBOLS PROJECT NO. DATE Rev. 01/03 FIGURE A -0 W W a DATE DRILLED InI04 BORING NO. B -t m o w U Z F GROUND ELEVATION 5at(MSL) SHEET I OF I LL O Q N F rn F z 2 y METHODOFDRIWNG 8" Hollow Sunn Auger(Pnxonic Drilling) W d OJ p W y 7 ° m 75 > m g DRIVE WEIGHT 140 Ibs. (AWo. Trip Hmmner) DROP 30 inctus ° � ° U SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP DESCRI PTIONIINTER PR ETATION ASPHALT CONCRETE: Approximately 15 inches thick. No base. TERRACE DEPOSITS: Orange - brown, moist, hard, sandy CLAY; scattered caliche stringers. 5 33 18.1 102.5 Silty clay. 10 Stiff -- 10 — -- - -S — , , , gATJD. — — — — — — — — — — — — — — — — — — rayish -6rowq mo'is4 bard sandy CC kT; scattered cahclte stringers; mmoi sanT; pu$oTe pores. 15 56 163 114.8 Total Depth = 16.5 feet. No groundwater encountered. Backfilled with on -site soils and patched with rapid -set concrete on In /04. &Moore BORING LOG Irvine Avenue Water and Sewer Mains y�i�yo N ort Beach IS Omni PROJECT NO. DATE FIGURE 205210001 2/1004 A -1 W w a DATE DRILLED In /04 BORING NO. B -2 co O U a Z a GROUND ELEVATION 52't (MSL) SHEET 1 OF I u w Q N f 3 f Z T ILL N METHOD OF DRILLING 8" Hollow Stem Augu (Pnxonic Drilling) d W c N m m f g DRIVE WEIGHT 1401bs..(Auto. Trip Hanooer) DROP 30 inches C U ° SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP OESCRI PTIONII NTERPR ETATION ASPHALT CONCRE7 -E: ftproximately 6 incbes thick. M BASE- CIL cllowish broom moist medium dense sandy GRAVEL; approximately 7 inches thick. TERRACE DEPOSITS: Reddish brown, moist, hard, sandy C J%Y; scattered calicbe stringers. 5 36 17.1 112.1 SiaTbM a6l , QT i5ow mist, loose F FeJtVm— deEsq poorly graded SAR9 Vnth sift 10 14 3.3 102.7 CL ytsh- brown, moist, verysh ',sandyL`LA1T---------- - - - - -- 15 41 14.7 113.6 (lard. Total Depth = 16.5 feel No groundwater encountered. Backfilled with on -site soils and patched with rapid -set concrete on 0104. J7 IF &�OOr� BORING LOG Irvine Avenue Beta and Sewer Mains Newpon Beach California PROJECT No. DATE FIGURE 205210001 2/2004 A -2 N W QLL DATE DRILLED Inm BORING NO. D•3 N w °— F GROUND ELEVATION 25's (MSL) SHEET I OF 2 o ui f N rn Z g ic v vi METHOD OF DRILLING 8' Hollow Stem Au a A (Prosonic Drilling) a. W y y O O WO N y 7 m' m g > g DRIVE WEIGHT _ 140Ibs. (Auto. Trip Hammer) DROP 30 inches O fY U SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP DESCRI PTIO N/INTERP RETATION ASP LT rr%wr tH'I : GM roximatel 4 inches thick B SE: ellowish bro moil medium dense sand GRAVEL• approximately 8 inches thick. FILL: Dark grayish brown, moist, very stiff, sandy CLAY; scattered gravel. 5 17 S� rayishTb own to reddissEi Frown moitle, moist me&iii Feeuse, sandWy ELAAY. 15 C ALLUVIUM: Dark gray, moist, very stiff, silty CLAY with trace gravel; minor sand, trace shell fragments. 10 -- — -- �Fi --• -- --� - --- - --- -- ark gray, rrrotst very stiff at �LAIi mmor sand; trace gravel 19 31.5 77.6 IS 8 Stiff. &Moore LOG ewBORING Inine Avenue Water and Sa Mains N���o Newport Desch California PROIECTNO. DATE FIGURE ?M7117113 I 2/2004 A -3 a o rn W a N 0 LL 3 m> m w F 41 0 U a z Lu �° 0 0 g > H Z o U us M N J) g� U DATE DRILLED InI04 BORING NO. B-3 GROUND ELEVATION 25't(MSW SHEET 2 OF 2 METHOD OF DRILLING 8" Hollow Stem Auger (Prosonic DriOing) DRIVE WEIGHT 140 Ibs.(Auto. Trip Hammer) DROP 30 inches SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP D ESCRIPTI ONIINTERPRETATION 15 17.4 111.2 C ALLUVIUM: (Continued) Light gray, moist, very stiff, fat CLAY; minor sand. 25 30 35 An Total Depth = 21.5 feeL No groundwater encountered. Backfilled with on -site soils and patched with rapid -set concrete on in104. i BORING LOG uric Avenue Water and Sewer Mains Newport Beach California PROJECT NO. 205211 DATE FIGURE 212004 A4 N W a. a DATE DRILLED VI /O4 BORING NO. 13 4 o � o w U a Z of GROUND ELEVATION 2S i (MSL) SHEET 1 OF I W Q (n _ z Do LLy METHOD OF DRILLING 8" Hollow Stem Auga(Prosonic Drilling) y W Y W m = an g > g DRIVE WEIGHT 140 ths. (Auto. Trip Hann ) DROP 30 inchs ° o v SAMPLED BY TPO LOGGED BY TPO REVIEWED BY DESC RIP710NIINTERPRETATIO N ASPHALT CONCRETE: Approximately 12 inches thick BASE: Yellowish brown, moist, medium dense sandy GRAVEL; approximately 9 inches thick FILL: Yellowish brown, moist, medium dense, silty SAND. E' `•E- . t 5 C sILLiJViUM: 22 Light gay, moist, very stiff, silty fat CLAY; minor sand. 10 30 255 98.7 Hard. IS - -- — -- B� gaY, moist, me3iumaense, silty SAPb. - - - - - - - _ - .37 13.1 110.4 Total Depth = 16.5 feet. No groundwater encountered. Bacld-illed with on -site soils and patched with rapid -set concrete on 1/7/04. is o oore BORING LOG Irvine Avenue Water and Sewer Maim Newpon Beach California PROJECT NO. GATE FIGURE 205210001 2/2004 1 A -5 ca W a DATE DRILLED in104 BORING NO. B -5. N °o U a Z �°— GROUND ELEVATION 27' i (MSL) SHEET I OF 1 m N m Q pl F F z a m METHOD OF DRILLING 8" hollow Stem Auger (Prosonic Dulling) o. m rn to > w j u1 m.°r g DRIVE WEIGHT 140 Ibs.(Auto. Trip Hammer) DROP 30imbm C K U CI SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP DESC RI PTIO NIINTERPR ETATION ASPHALT CONCRETE: Approximately 9 inches thick. BASE: Yellowish brown, moist, medium dense, sandy GRAVEL; approximately 14 inches thick. SM FILL: Yellowish brown, moist, loose, silty SAND. i 5 8 CH ALLUVIUM: Light gray, moist, very stiff, silty fat CLAY; minor sand. 10 24 25.8 98.2 15 29 26.4 97.6 Hard, Total Depth= 16.5 feel. No groundwater encountered. Backfined with on -site soils and patched with rapid -set concrete on 1!104. OO� BORING LOG Irvine Avenue Water and Sewer Mains New on Bach Califomio PROJECT NO. DATE FIGURE 205210001 2/2004 A-6 o� W a LL DATE DRILLED I /a/04 BORING NO. B-6 m N g = = GROUND ELEVATION 27's (MSL) SHEET I OF 1 Q N N 3 Z LLN METHOD OF DRILLING 8" Hollow Stets Auger(Prosonie Drilling) a ° m o m m g w > n w = DRIVE WEIGHT 1401bs. (Auto. Trip tiaam¢r) DROP 30 inches v ° SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP O ESCRIPTIO N/INTERPRETATION ASPHALT CONCRETE: A roxirna[el 9 inches thick. BASE: Yellowish brown, moist, medium dense, sandy GRAVEL; approximately 12 inches thick. ALLUVLUM: T'94.2 Grayish brown, moist, very still, silty fat CLAY; minor sand; trace rootlets. 5 16 23.1 10 23 No roots. IS 24 32.7 87.9 Total Dept = eeL No groundwater encountered. Backfilled with on -site soils and patched with rapid -set concrete on 1/8/04. #117 /Hoore BORING LOG Irvine Avenue Water and Sewer Mains N Beach. Colifornia n PROJECT NO. DATE FIGURE 205210001 2/2004 A_7 W W a DATE DRILLED 1/8/04 BORING NO. 13-7 m o m U = Z - GROUND ELEVATION 60': (MSL) SHEET I OF I LL d 0 m ZQ LLy METHOD OF DRILLING 8" Hollow Stem Auger(ProsomeDrilling) W Y 0 O p N CO) o m. m i y g DRIVE WEIGHT 140 lbs.(Auto. Trip Ha traer) DROP 30 indrs O U SAMPLED BY TPO LOGGED BY TPO REVIEWED BY CAP DESCRIPTION /1 NTERP RETATION ASPIiALT CONCRETE: kApproximately 6 inches thick BASE: Yellowish. brown mois medium dense sandy GRAVEL; approximately 12 inches thick. C FILL: Orangish brown, moist, very stiff to hard, sandy CLAY; trace gravel. i SC Readith brown, mots[, medmmaense, cTyeyN_1lD;_few gravel. 5 28 9.8 105.8 SC TERRACE DEPOSITS: Yellowish brown, moist, medium dense, clayey SAND; scattered caliche stringers. :.F F' . .0 hams 'lityCC.AKY --- ---------- - - - - -- 10 66 - -_ — -- ---T— --.------ - - - -- — Ye llowtshTirown, mots[, dense, poor gra�e�SAI�b; trace gavel. 15 31 4.0 90.6 E Total ep = 16.5 feet. No groundwater encountered. Backftlled with on -site soils and patched with rapid -set concrete on 1/8/04. &�OOr� BORING LOG Irvine Avenue and Sewer Maim N�nyo N Beach, n Beac California PROJECTNO. DATE FIGURE 205210001 212004 A -8 N W e i DATE DRILLED 1/8/04 BORING NO. B -8 N 0 U Z 0 F GROUNDELEVATION 26 ±(MSL) SHEET 1 OF 2 W Y m Q 4 U a3 F Z - METHOD OF DRILLING 8" Hollow Stem Auger(Prosonic DriMng) W �C m O O OW N y 7 03 ? m g y g DRIVE WEIGHT 14016s. (Auto. Trip Hammer) DROP 30 inches C) O U SAMPLED BY TPO LOGGED BY 7PO REVIEWED BY CAP O ESC RIPTIONIINTERPRETATIO N ASPHALT CONCItT;TT;: ��TOXimalcly 6 inches thick. BASE: Yellowish brown, moil medium dense sandy GRAVEL; approximately 12 inches thick. FILL: Brown to dark brown, mottled, moist, stiff, silty CLAY; with minor sand; trace gravel; trace brick; trace organics. 5 12 342 84.9 ALLUVIUM: Dark gray, moist, stiff, silty fat CLAY; minor sand. 10 Gray; very stiff. 15 22.5 101.3 15 18 28.6 94.2 /hoore BORING LOG Irvine Avenue Watch and Sewer Mains Newport Beach California PROJECT NO. HATE FIGURE 205210001 2!2004 A -9 m m, F a o N W a N O O 3 > > m W m ° LL a z W ° (X ° O > y O a vi ai N n = cg) DATE DRILLED 1/8/04 BORING NO. B•8 GROUND ELEVATION 26't MSL SHEET 2 OF 2 ( ) METHOD OF DRILLING 8 "Hollow Stem Aaea (Prosodic DAIiaB) DRIVE WEIGHT 1401hs. (Auto. Trip Hamm=) DROP 30 inches SAMPLED BY TPO LOGGED BY T70 REVIEWED BY CAP DESCRIPTIONnNTERPRETATION CH ALLUVIUM: (Continued) 21 34.6 86.2 Gray, moist, very stiff, silty fat CLAY. 25 ` SM TERRACE DEPOSITS: 60 Gray, moist, dense, silty SAND. >z a Qa 29': groundwater encountered during drilling. 30 61 22.2 98.0 Total Depth = 31.5 feet Groundwater encountered at approxinatcly 29 feet during drilling. Backfilled with on -site soils and patched with rapid -sct concrete on 1/8/04. 35--- &j ®Or� BORING LOG Irvine Avenue Water and Sewa Maire ����0 Newport Beach California PROJECT NO. DATE FIGURE 205210001 1 212004 1 A -10 s • To: All Personnel From: Paul Jones SUBJECT: PAID HOLIDAY SCHEDULE FOR 2004 — PERSONNEL POLICY NO. 22 DATE: September 30, 2003 For calendar year 2004 the following schedule of paid holidays will be in effect: 1. New Year's Day Thursday January 1 1 Floating Holiday Friday January 2 3 President's Day Monday February 16 4. Spring Holiday (Floating Holiday) Friday April 9 5 Memorial Day Monday May 31 6. Independence Day Monday July 5 7. Labor Day Monday September 6 8. Thanksgiving Day Thursday November 25 9. Day Following Thanksgiving Day Friday November 26 10. Christmas Eve Friday December 24 11. New Year's Eve (Christmas Day Holiday) Friday December 31 * New Year's Day 2005 will betaken Monday, January 3, 2005 cc: Employee Bulletin Boards hldysch.doc 0 To: All Personnel From: Paul Jones SUBJECT: PAID HOLIDAY SCHEDULE FOR 2005 — PERSONNEL POLICY NO. 22 BATE: September 14, 2004 • For calendar year 2005 the following schedule of paid holidays will be in effect 1. New Year's Day Monday January 3 2. President's Day Monday February 21 3. Spring Holiday (Floating Holiday) Friday March 25 4. Memorial Day Monday May 30 5. Independence Day Monday July 4 6. Labor Day Monday September 5 7. Thanksgiving Day Thursday November 24 8. Day Following Thanksgiving Day Friday November 25 9. Christmas Eve Friday December 23 10. Christmas Day Monday December 26 11. New Year's Eve (Floating Holiday) Friday December 30 * New Year's Day 2006 will be taken Monday, January 2, 2006 cc: Employee Bulletin Boards California Rlpional Water Quality %pntrol Board Santa Ana Region Terry Tamminen 3737 Main Street, Suite 500, Riverside, California 92501 -3348 Arnold Schwarzenegger Secretaryror (909) 7824130 • Fax (909) 781 -6288 Governor Environmental http: 1/www.swrcb.ca.gov/rwgcb8 Protection July 14, 2004 U.S. Environmental Protection Agency, Permits Issuance Section (WTR -5) — Doug Eberhardt U.S. Army District, Los Angeles, Corps of Engineers - Regulatory Branch U.S. Fish and Wildlife Service, Carlsbad State Water Resources Control Board, Office of the Chief Counsel - Jorge Leon State Water Resources Control Board, Division of Water Quality - James Maughan State Department of Water Resources, Glendale State Department of Fish and Game, Long Beach California Department of Health Services, Santa Ana— Cor Shaeffer Orange County Health Care Agency - Seth Daugherty Orange County Resources and Development Management Department - Chris Crompton Orange County Planning & Development Services Department— Tim Neely Orange County Water District - Nita Yamachrka South Coast Air Quality Management District — Dr. Barry R. Wallemtein, Executive Officer Orange County Coastkeeper - Gary Brown Lawyers for Clean Water C/c San Francisco Baykeeper Current De Minimus enrollees within the San Diego Creek/Newport Bay Watershed, (attached list) ISSUANCE OF GENERAL WASTE DISCHARGE REQUIREMENTS FOR SHORT -TERM GROUNDWATER - RELATED DISCHARGES AND DE MINEv1US WASTEWATER DISCHARGES TO SURFACE WATERS WITHIN THE SAN DIEGO CREEK/NEWPORT BAY WATERSHED, ORDER NO. R8- 2004 -0021, NPDES NO. CAG998002 Ladies and Gentlemen Enclosed is a copy of tentative Order No. R8- 2004 -0021, NPDES No. CAG998002. This Order establishes waste discharge requirements for discharges that pose an insignificant (de mintmus) threat to water quality and for short term discharges of extracted groundwater to surface waters within the San Diego Creek/Newport Bay watershed - This Order was originally scheduled for consideration by the Regional Board on April 30, 2004, but was postponed. The revised Order will be considered by the Regional Board on August 13, 2004. The Board meeting will start at 9 a.m and will be held at the Santa Ana City Council Chambers, 22 Civic Center Plaza, Santa Ana. Although all comments that are provided up to and during the public bearing on this matter will be considered, receipt of comments by July 26, 2004 would be appreciated so that they can be used in the formulation of the final draft requirements that will be transmitted to the Board two weeks prior to the hearing. The final draft requirements may contain changes resulting from comments received from you and others. To view and/ or download a copy of the final draft requirements, please access our website at http: / /www.swreb.ca.govlrwgcb8 on or after July 31, 2004. If you have questions, please contact Jun Martirez at (909) 782 -3258 or Jane Qiu at (909) 320 -2008 Sincerely, �jr� � Donne E. Schneider Environmental Program Manager Enclosures: Tentative Order No. R8- 2004 -0021, Monitoring and Reporting Requirements, and Fact Sheet California Environmental Protection Agency 0? Recycled Paper GAIL PICKARTITIM DEUTSCH NEWPORT BEACH, CITY OF PO BOX 1768 NEWPORT BEACH, CA 92658 -8915 ROBERT REITENOUR OPUS WEST CONST. CORPARVINE`' 2020 MAIN STREET, SUITE 600 IRVINE, CA 92614 ERNIE BERNARD ARIZONA PIPELINE COMPANY 1955 SAMPSON AVENUE CORONA, CA 92879 -6006 DALE SCHEFFLER D.J. SCHEFFLER, INC. 2500 W. POMONA BLVD. POMONA, CA 91768 MIKE LOVING IRVINE, CITY OF ONE CIVIC CENTER PLAZA IRVINE, CA 92623 -9575 0 GARY VEEH TUSTIN, CITY OF 235 MAIN STREET TUSTIN, CA 92680 ROBERTTOWNSEND WASHINGTON MUTUAL BANK, FA 17877 VON KARMAN AVE, 1RB3CPR IRVINE, CA 92614 LESLIE MANDERSCHEID CALTRANS - DISTRICT 12 3337 MICHELSON DRIVE, CN360 IRVINE, CA 92612 -1699 0 WENDALL BRADFORD FOOTHILL ENG & DEWATERiNG, INC. 905 E. THIRD STREET CORONA, CA 92879 JASON PAULUS PAULUS ENGINEERING, INC. 2871 EAST CORONADO ANAHEIM, CA 92806 JOHN HILLS IRVINE RANCH WATER DISTRICT PO BOX 57000 IRVINE, CA 92619 -7000 PAUL CORN JAMES J. LORMAN, JR. UNITED STORM WATER, INC. IRVINE COMPANY 14000 E. VALLEY BLVD. #B 550 NEWPORT CENTER DRIVE CITY OF INDUSTRY, CA 91746 NEWPORT BEACH, CA 92660 KURT SNYDER MAZDA NORTH AMERICA OPERATIONS 7755 IRVINE CENTER DRIVE IRVINE, CA 92618 NIRA YAMACHIKA ANDREW TAYLOR ORANGE COUNTY WATER DISTRICT SBC SERVICES, INC. PO BOX 8300 2600 CAMINO RAMON, ROOM 3E000 FOUNTAIN. VALLEY, CA 92728 -8300 SAN RAMON, CA 94583 CHRIS CROMPTON/ DAVE MARSHALL ORANGE CO RBDMD PO BOX 4048 SANTA ANA, CA 92702 -4048 0 0 Santa Ana California Regional Water Quality Control Board Santa Ana Region August 13, 2004 STAFF REPORT ITEM NO: SUBJECT: GENERAL WASTE DISCHARGE REQUIREMENTS FOR SHORT -TERM GROUNDWATER- RELATED DISCHARGES AND DE MIhIIMUS WASTEWATER DISCHARGES TO SURFACE WATERS WITHIN THE SAN DIEGO CREEK/NEWPORT BAY WATERSHED, ORDER NO. R8 -2004 -0021, NPDES NO. CAG998002 DISCUSSION: See Attached Fact Sheet RECOMMENDATION: Adopt Order No. R8- 2004 -0021, NPDES No. CAG998002 as presented. Comments were solicited from the following agencies: U.S. Environmental Protection Agency, Permits Issuance Section (WTR -5) _ Doug Eberhardt U.S. Army District, Los Angeles, Corps of Engineers - Regulatory Branch U.S. Fish and Wildlife Service, Carlsbad State Water Resources Control Board, Office of the Chief Counsel - Jorge Leon State Water Resources Control 'Board, Division of Water Quality - James Maughan State Department of Water Resources, Glendale State Department of Fish and Game, Long Beach California Department of Health Services, Santa Ana — Cor Shaeffer Orange County Health Care Agency - Seth Daugherty Orange County Resources and Development Management Department - Chris Crompton Orange County.Planning & Development Services Department 7- Tim Neely Orange County Water District - N ra Yamachika South Coast Air Quality Management District - Dr. Barry R. Wallerstein, Executive Officer Orange County Coastkeeper - Garry Brown Lawyers for Clean Water C/c San Francisco Baykeeper Current De Minimus enrollees within the San Diego Creek/Newport Bay Watershed, (attached list) California Regional Water Quality Control Board . Santa Ana Region 3737 Main Street, Suite 500 Riverside, CA 92501 -3348 FACTSHEET August 13, 2004 GENERAL WASTE DISCHARGE REQUIREMENTS FOR SHORT -TERM GROUNDWATER - RELATED DISCHARGES AND DE MIND US WASTEWATER DISCHARGES TO SURFACE WATERS WITHIN THE SAN DIEGO CREEK/NEWPORT BAY WATERSHED, ORDER NO. R8- 2004 -0021, NPDES NO. CAG998002 Order No. 98 -67, NPDES No. CAG998001 is a general NPDES permit adopted by the Regional Board on July 10, 1998, prescribing general waste discharge requirements for discharges to surface waters that pose an insignificant (de minimus) threat to water quality within the Santa Ana Region, including the San Diego Creek/Newport Bay watershed. The discharges regulated under this Order include those resulting from hydrostatic testing of vessels, pipelines; and tanks, from the maintenance of potable water supply pipelines, tanks, and reservoirs, from fire hydrant testing of flushing, non - contact cooling water, air conditioning condensate, and the like. Order No. 98 -67 also regulated discharges of groundwater resulting from construction dewatering, well installation, development, test pumping and purging, aquifer testing wastes, and dewatering wastes from subterranean seepage. Order No. 98 -67 expired on July 1, 2003 and was renewed by Order No. R8- 2003 -0061. Order No. R8- 2003 -0061 specifically excludes from coverage under its terms and conditions the groundwater - related discharges noted above that occur in the San Diego Creek/Newport Bay watershed. Instead, the Order finds that these groundwater - related discharges within the San Diego Creek/Newport Bay watershed will continue to be covered under Order No. 98-67 until such time as appropriate, separate waste discharge requirements are approved. Tlus revised regulatory approach was taken in light of the concern that the groundwater- related discharges in the San Diego Creek/Newport Bay watershed have the potential to adversely affect surface waters within the watershed and would likely not comply with established TMDLs for the watershed. Due principally to the presence of nitrates and selenium, and potentially other pollutants of TMDL concern, the Board found that it would be inappropriate to regulate these groundwater- related wastewater discharges within the San Diego Creek/Newport Bay watershed (i.e., those associated with well installation, development, test pumping and purging, aquifer testing wastes, construction dewatering and wastes from subterranean seepage) as de minimus discharges. The groundwater basin in the San Diego Creek/Newport Bay Watershed consists of a deep regional aquifer overlain by a shallow perched aquifer. The deep aquifer, an important component of the water supply for Orange County, is recharged naturally through infiltration along the flanks of the Santa Ana Mountains, and artificially through actively managed spreading basins along the Santa Ana River. The shallow aquifer is poorly transmissive, restricted in extent, and found largely in the central portion of the watershed in the Tustin Plain. Historically, r FACT SHEET • . Page 2 of 10 Order No. R8 -2004 -0021, NPDES No. CAG998002 this aquifer recharged through local vertical infiltration. Surface runoff in the watershed ponded seasonally in the area known as the Swamp of the Frogs, where shallow groundwater seeped to the surface. The quality and hydrology of the shallow groundwater was altered by anthropogenic activities beginning in the early part of the 20 century. Irrigated agriculture resulted in leaching of nitrates and other salts to the shallow groundwater. The Swamp of the Frogs was drained and a network of channels was created to convey wastewater to Upper Newport Bay. A large portion of this wastewater .consists of "baseflow" (seepage from shallow groundwater). Although seleniferous bedrock and soils occur naturally in parts of the watershed, the drainage modifications in the watershed have resulted in increased selenium mobility. The concentration of selenium in the. groundwater of the watershed is not homogeneous and can vary widely depending on specific location within the watershed. Accordingly, the concentration of selenium in groundwater - related discharges in the watershed also varies widely. In most cases, the groundwater - related discharges within the San Diego Creek/Newport Bay watershed are short -term in nature, i.e., the discharges occur for one year or (frequently) less. In some instances, however, these discharges are expected to occur over many years, even if intermittently during this extended period. For. example, long -term dewatering is or may be necessary in some cases to prevent flooding of railroad or road crossings. This Order specifies waste discharge requirements for short-term (i.e., one year or less) groundwater - related discharges and for de minimus discharges within the San Diego Creek/Newport Bay watershed. Individual discharge requirements will be developed for Regional Board consideration for the long -term groundwater- related discharges within the San Diego Creek/Newport Bay watershed. This Order specifies limitations necessary to implement the Basin Plan and TMDLs established by the Regional Board and the U.S. Environmental Protection Agency. II. NEED FOR ISSUANCE OF GENERAL WASTE DISCHARGE REQUIREMENTS: It is appropriate to adopt a separate general discharge permit that will cover the following types of discharges in the Newport Bay Watershed: ]. Short term (one year or less duration) discharges from activities involving groundwater extraction and discharge: a. Wastes associated with well installation, development, test pumping and purging; b. Aquifer testing wastes; C. Dewatering wastes from subterranean seepage; and d. Groundwater dewatering wastes at construction sites. 2. Discharges that pose an insignificant threat to water quality: a. Construction dewatering wastes not involving groundwater (except storm water dewatering at construction sites)'; Storm water discharges are covered under separate permit. FACT SHEET • Page 3 of 10 Order No. R8- 2004 -0011, NPDES o. C.4G998001 I b. Discharges resulting from hydrostatic testing of vessels, pipelines, tanks, etc.; C. Discharges resulting from the maintenance of potable water supply pipelines, tanks, reservoirs, etc.; d. Discharges resulting from the disinfection of potable water supply pipelines, tanks, reservoirs, etc.; e: Discharges from potable water supply systems resulting from system failures, pressure releases; etc,; f. Discharges from fire hydrant testing or flushing; g. Non- contact cooling water; h. Air conditioning condensate; i. Swimming pool drainage; j. Discharges resulting from diverted stream flows; and k. Other similar types of wastes, which pose a de minimus threat to water quality, yet technically must be regulated under waste discharge requirements. It is anticipated that the current enrolled dischargers (approximately 12) within the San Diego Creek/Newport Bay Watershed will submit renewal applications for continued discharges. Given the rapid pace of development in the watershed; it is likely that additional discharges will be proposed, requiring regulatory coverage. The issuance of a general permit will facilitate the processing of permit applications and make the most efficient use of Regional Board staff resources: III. GENERAL NPDES PERMIT: The issuance of general permits is authorized at 40 CFRZ 122.28. This section of the regulations provides for the issuance of general permits to regulate discharges of wastes that result from similar operations, are the same types of wastes, require the same effluent limitations, require similar monitoring, and are more appropriately regulated under a general permit than under individual permits. The discharges listed above meet the requirements of 40 CFR 122.28. The United States Environmental Protection Agency, Region IX, granted authority to the State of California to issue general permits pursuant to 40 CFR 122.28 on September 22, 1989. IV. REGULATORY BASIS FOR WASTE DISCHARGE REQUIREMENTS: This Order includes requirements that implement the Water Quality Control Plan (Basin Plan), which was adopted by the Regional Board on March 11, 1994. The Basin Plan became effective on January 24, 1995. This Plan specifies water quality objectives and beneficial uses for the waters of the Santa Ana Region. 2 Code of Federal regulations FACT SHEET • Page 4 of 10 Order No. R8- 2004 -0021, NPD No. CA 6998002 The proposed Order specifies numeric and narrative limits for the control of toxic substances. These limits implement relevant Basin Plan objectives, including objectives specified in the California Toxics Rule, and other state and federal requirements. These limits are based on the following. 1. 1995 Basin Plan 2.. Policy for Implementation of Toxics Standards for Inland Surface Waters, Enclosed Bays, and Estuaries of California adopted on March 2, 2000 by the State Water Resources Control Board (hereinafter, "Policy ") 3. Code of Federal Regulations (40 CFR Parts 122-124,129,131, 136, 141 and 142) 4. Water Quality Standards; Establishment of Numeric Criteria for Priority Toxic Pollutants for the State of California, promulgated on May 18, 2000 by the U.S. EPA ( "California Toxics Rule "). . 5. Technical Support Document for Water Quality -based Toxics Control (EPA/505/2 -90- 001, March 1991) 6. US Environmental Protection Agency, Region IX, Total Maximum Daily Loads (TMDL) for Toxic Pollutants for San Diego Creek and Newport Bay, promulgated on June 14, 2002. In 1998, the Regional Board adopted Basin Plan amendments incorporating nutrient and sediment TMDLs for the San Diego Creek/Newport Bay Watershed (Resolutions No. 98 -9 and 98 -69, respectively). These TMDLs were subsequently amended (Resolutions No. 98 -100 and 101, respectively). These TMDLs specify certain load allocations for discharges of nutrients and sediments into San Diego Creek and Newport Bay, The nutrient TMDL specifies load allocations for total nitrogen inputs from "Undefined Sources" to the Newport Bay watershed and to San Diego Creek, Reach 2 (upstream of Jeffrey Road) during non -storm conditions. "Undefined Sources" include discharges from dewatering discharges in the watershed (as well as rising groundwater, atmospheric deposition, groundwater cleanup projects, and other sources)3. These load allocations require reductions of total nitrogen inputs from these Undefined Sources over time. For the watershed, the TMDL requires a 50% reduction in summer (April — September) inputs by 2007. A 50% reduction in wintertime inputs (October = March) is to be achieved by 2012. For San Diego Creek, Reach 2 (non -storm conditions), more significant reductions are necessary to assure that the total nitrogen inputs do not cause violation of the Basin Plan water quality objective for that Reach. For this Reach of San Diego Creek, total nitrogen discharges from nurseries, agriculture and "Undefined Sources" are not to exceed 8.5 lbs. /day by 2012. The TMDL stipulates that compliance with all the requisite reductions is to be achieved no later than the dates specified, and that the Regional Board may require earlier compliance where it.is feasible and reasonable. 3 Load allocations for both total nitrogen and phosphorus are specified in the TMDL. The phosphorus load allocations are assigned to open space and agricultural areas. No phosphorus load allocations are specified for groundwater related discharges since these discharges are not expected to include phosphorus. FACT SHEET 0 . Page 5 of 10 Order No. R8- 2004 -0011, NPDES No. CA G998002 There is an ongoing effort by watershed stakeholders to design and implement a. regional program to achieve the total nitrogen reductions required by the TMDL.. Implementation of this program, with participation by dischargers, would likely enable the dischargers to achieve the requisite total nitrogen reductions. This Order requires each discharger to the Newport Bay /San Diego Creek watershed wishing to discharge groundwater - related wastewater (i.e., discharges resulting from construction dewatering, well installation, development, test pumping and purging, aquifer testing wastes, and dewatering wastes from subterranean seepage) under this general permit to achieve a 50% reduction in the total nitrogen mass of their discharges. This Order also requires compliance with nitrogen concentration limits based on Basin Plan objectives established for San Diego Creek. The more stringent of the requirements governs the discharge. In the event that the 50% reduction in the total nitrogen mass of the discharge or compliance with the nitrogen concentration limitations specified in this Order, whichever is applicable to the discharge, cannot be achieved immediately, the discharger is required to submit a plan for approval by the Regional Board's Executive Officer that identifies the method(s) and schedule by which the discharger proposes to provide a total nitrogen offset that would address nitrogen discharges in excess of those that would have been allowed had the 50% reduction been achieved or had compliance with the applicable nitrogen limits specified in the Order been achieved, whichever is more stringent. The schedule is to reflect the shortest practical time necessary to achieve the 50 % reduction, but in no case extend beyond January 1, 2007. The discharger is required to implement the offset plan upon the Executive Officer's approval. It is recognized that the offset may not be completed within the time frame of the actual discharge. In filing allotice of Intent to obtain authorization to discharge under this Order, the discharger will be required to acknowledge explicitly that no notice of termination will be issued and that compliance with this Order will continue to be required and enforced until such time as the offset is satisfactorily completed. On June 14, 2002, the U.S. EPA Region 9 established a total maximum daily load (TNIDL) for selenium for San Diego Creek and Newport Bay. EPA also established TNIDLs for other toxic pollutants in the watershed. The selenium TNIDL is based on the selenium criterion specified in the MR. The EPA TMDLs do not include specific implementation requirements, such as compliance timeframes, interim numeric targets, etc, since implementation plans are the responsibility of the Regional Board. However, pursuant to federal regulations, the Regional Board is required to ensure that NPDES permits for discharges in this watershed contain effluent limitations necessary to be consistent with the wasteload allocations specified in the .selenium TMDL (and other TMDLs). In the absence of an adopted implementation plan, the Regional Board can and must employ its legally authorized discretion in determining the appropriate permit provisions to implement these allocations. Regional Board staff is now working on an implementation plan for the selenium TMDL, which will be considered for future adoption as a Basin Plan amendment. Staff may also recommend revisions to the selenium TMDL established by EPA based on ongoing studies by EPA, Board staff and others. In its documents establishing the toxic TMDLs, EPA recognizes the substantial uncertainties that remain concerning selenium sources, biological effects, and the appropriate numeric objective that should apply to the protection of beneficial uses. EPA is now engaged in a review of the selenium objective in the CTR. Resolution of these uncertainties, and possible revision of the numeric selenium objective, is likely to require future refinement of the selenium TMDL. Any such refinement would necessitate review and revision, as appropriate, of this Order. FACT SHEET . Page 6 of 10 Order No. R8 -2004 -0011, NPD No. CA G998002 This Order implements relevant provisions of the CTR, the EPA selenium TMDL for San Diego Creek and Newport Bay, and the State Board Policy by specifying appropriate effluent limitations for selenium for short-term groundwater- related discharges. In some cases, where selenium concentrations in groundwater are low, immediate compliance with the selenium effluent limitations for groundwater- related discharges can be achieved. However, where selenium concentrations in the groundwater are elevated, immediate compliance may be infeasible, given that there is uncertainty regarding the availability of effective and practicable selenium treatment technology. Moreover, it may not be practical to implement such technology, if and when it becomes available, for the short-.term groundwater discharges. Both the CTR and the State Policy include provisions for compliance schedules for effluent limitations for selenium and other priority pollutants. The maximum schedule that could be allowed pursuant to the CTR is five years from the date of adoption of these waste discharge requirements. Were a schedule for compliance with the final limitations to be specified, interim selenium limits would be specified. However, given the short-term nature of the groundwater - related discharges addressed by this Order, it is not sensible to include either interim limits or a schedule for compliance with final limits because the discharges are expected to be complete before compliance could be achieved. Accordingly, this .Order adopts the following regulatory approach. 'First, all new groundwater - related dischargers are required to evaluate the selenium concentration in their potential discharges to determine whether immediate compliance with the effluent limitations specified in this Order can be achieved. If compliance is feasible, the discharge can proceed in accordance with the remaining terms and conditions of this Order. If compliance with the selenium limitations is infeasible, then the discharger must demonstrate that it is not possible to reduce or eliminate the discharge to surface waters. If it is demonstrated that it is infeasible to reduce or eliminate the discharge, .then the discharger must either (a) not commence the discharge, or (b) the discharger must identify and participate in a program that assures that selenium discharges in excess of those allowed pursuant to the effluent limitations are offset on at least a one -to -one basis. The offset would assure that there is no net loading of selenium to surface waters within the San Diego Creek/Newport Bay watershed. The discharger is required to identify a plan and schedule for implementation of the offset prior to commencing any new discharge. The. plan/ schedule is to reflect the shortest practicable time necessary to provide the offset. In no case shall the schedule .exceed five years from the date of adoption of this Order. The discharger is required to implement that plan and schedule upon approval by the Executive Officer. Again, it is recognized that the offset may not be completed within the time frame of the actual discharge. In filing a Notice of Intent to obtain authorization to discharge under this Order, the discharger will be required to acknowledge explicitly that no notice of termination will be issued and that compliance with this Order will continue to be required and enforced until such time as the offset is satisfactorily completed. In the case of discharges that have already commenced, pursuant to the terms and conditions of Order No. 98 -67, that do not comply with the selenium limitations in this Order and that cannot reasonably be terminated, the discharger must submit a plan and schedule for implementation of an offset within 120 days of the effective date of this Order. The plan/schedule is to reflect the shortest practicable time necessary to provide the offset. In no case shall the schedule exceed five years from the date of adoption of this Order. The discharger must implement that plan upon approval by the Executive Officer. Pending development, approval an d implementation of the offset plan, the discharger must collect data on flow and selenium quality to assure that ongoing selenium discharges are properly accounted for and offset. Again, it is recognized that the offset may not FACT SHEET • • Page 7 of 10 OJ°derNo. R8- 2004 -0021, NPDESNo. CA G998002 be completed within the time frame of the actual discharge. No notice of termination will be issued until such time as the offset is satisfactorily completed. Stakeholders within the watershed are cognizant of the selenium problem and are working to identify potential mechanisms whereby it can be addressed. This includes the development and evaluation of subsurface selenium treatment wetlands, and the possible construction of a brine line that could carry selenium -laden wastewater out of the watershed. Dischargers needing to provide a selenium offset may propose to participate in one or more of these efforts. If successfully implemented, these mechanisms would provide a suitable offset. Generally, there is no significant amount of receiving water at the point of discharge. Therefore, no mixing zone allowance is included in the calculation of effluent limits. Consequently, compliance with the effluent limits is required to be determined at the end of the discharge pipe or at a location prior to where the discharge enters the receiving water. If the discharger requests that a mixing zone allowance be included in the determination of appropriate effluent limits, consideration of an individual permit will be required. Monitoring is the primary means of ensuring that waste discharge requirements are met. It is also the basis for enforcement actions against dischargers who are in violation of the waste discharge requirements issued by the Regional Board: All dischargers enrolled under this general permit will be required to conduct monitoring in accordance. with a monitoring program issued by the Executive Officer. Each monitoring and reporting program will be customized for each enrollee based on the characteristics of the wastewater discharged. The typical required constituents and frequency of analyses are tabulated in the self - monitoring program attached to this general permit as "Typical Monitoring and Reporting Program (NIR &P) No. R8- 2004 - 0021." This monitoring and reporting program will be revised as appropriate. An increase of the parameters or frequency of monitoring will be required when monitoring data show the presence of other pollutants of concern that are not limited in this Order. V. APPLICATION FOR COVERAGE UNDER THE GENERAL PERMIT: This Order requires those dischargers already covered under the General Permit Order No. 98 -67 and those dischargers currently regulated under individual permits who wish to be and believe they can and should be covered under this general permit to submit a completed Notice of Intent Form (see Attachment B of Order No. R8- 2004 - 0021). The Executive. Officer may require the discharger to submit additional information about any recent change in ownership of the facility, changes in the character and treatment of the discharges and any other relevant information. that will update the facility information that is in the Regional Board's files. Where characterization of short-term groundwater - related discharges demonstrates that compliance with the selenium limitations of this Order cannot be achieved, the discharger is required to (a) cease the discharge to surface waters or (b) demonstrate that termination/reduction of the discharge to surface waters is infeasible. If the discharger demonstrates to the Executive Officer's satisfaction that the discharge to surface waters cannot be terminated, then, within 120 days of submittal of the NOI, the discharger shall submit for approval by the Executive Officer a proposed plan and schedule to provide an offset of selenium discharges in excess of those allowed by the effluent limitations specified in this Order. FACT SHEET • 0 Page 8 of 10 Order No. R8 -2004 -0021, NPDES No. CA G998002 This Order requires each new discharger4 to submit an application for the proposed discharge to the Executive Officer. The application for the proposed discharge will require the first annual fee and, at the minimum, the following information: 1. Notice of Intent Form (see Attachment B of Order No. R8- 20040021) for coverage under this general permit. 2. A report which shall include the following: a. Characterization ofthe proposed wastewater discharge; b. The estimated average and maximum daily flow rates; C. The frequency and duration of the discharge; d. A description of the proposed treatment system (if appropriate); and e. A map showing the path from the point of initial discharge to the receiving water. 3. Any other information deemed necessary by the Executive Officer. Where characterization of the potential discharge demonstrates that compliance with the selenium limitations of this Order is infeasible, the discharger shall submit prior to the initiation of the discharge to surface waters (1) a demonstration that elimination/reduction of the proposed discharge to surface - waters is infeasible and (2) a proposed plan and schedule for approval by the Executive Officer to offset selenium discharges in excess of those allowed by the effluent limitations specified in this Order. For both existing and new short-term groundwater - related discharges, the NOI will include explicit acknowledgement by the discharger that satisfactory completion of requisite total nitrogen and selenium onsets is necessary to obtain a notice of termination. VI. DISCHARGE AUTHORIZATION- A. Dischargers currently regulated under the General Permit Order No. 98 -67 or Individual Waste Discharge Requirements For dischargers currently regulated under the General Permit or Individual Waste Discharge Requirements within the San Diego Creek/Newport Bay Watershed, submittal of a completed Notice of Intent form and requisite supplemental information, as defined above, will assure coverage under this General Permit, except where the review of additional information/individual permits indicates that coverage under this Permit is not appropriate. In such cases, the discharge proponent will be required to obtain/maintain an individual NPDES permit prior to any discharge to surface waters. 4 A new discharger is an entity /individual who is not currently authorized to discharge waste under Order No. 98 -67 and who is seeking coverage under this general permit for proposed de minimus and/or groundwater- related discharges within the San Diego Creek/Newport Bay {Watershed. FACT SHEET • • Page 9 of 10 Order No. R8- 2004 -0021, NPDES No. CAG998002 B. For New Dischargers Upon receipt of a complete application for a proposed discharge, the Executive Officer will review the application to determine whether the proposed discharger has demonstrated that it will comply with the following criteria and is eligible to discharge wastes under this Order. The proposed discharge results from those discharges identified in Section H. The proposed discharge is to surface waters within the San Diego Creek/Newport Bay Watershed; 3. The proposed treatment system and associated operation, maintenance, and monitoring plans, including any requisite total nitrogen and selenium offset plans, are capable of ensuring that the discharge will meet the waste discharge requirements of this Order; 4. The proposed discharge will not have any adverse impact on waters of the State. Upon determination by the Executive Officer that the proposed discharge satisfies the requirements of this general permit, the Executive Officer .may either- Authorize the proposed discharge by transmitting a discharge authorization letter to the discharge proponent (thereupon an "authorized discharger" or "enrollee "), authorizing the initiation of the discharge subject to the conditions of this general permit and any other conditions necessary to protect the beneficial uses of waters within the Santa Ana Region. The discharge authorization letter will. also transmit a self - monitoring program. The discharge authorization letter may be terminated or revised by the Executive Officer at any time. The Executive Officer will submit a copy of the discharge authorization letter to the State Water Resources Control Board and the EPA. A list of the discharge authorization letters that have been issued will be reported in the Board's meeting agenda; or 2. Require the discharge proponent to obtain an individual NPDES permit prior to any discharge to surface waters in the Santa Ana Region. If an individual NPDES permit has not been issued and the Executive Officer does not provide written authorization for the initiation of the Discharge under the terms and conditions of this general permit, no discharge of waste to surface waters within the Santa Ana Region (San Diego Creek/Newport Bay Watershed) is permitted. VII. EXPIRATION DATE: The proposed Order expires on August 1, 2009. FACT SHEET f 0 Page 10 of 7 0 Order No. R8- 2004 -0021, NPDE No. CAG998002 VIII. ANTIDEGRADATION ANALYSIS: The Regional Board has considered antidegradation pursuant to 40 CFR 131.12 and State Board Resolution No. 68 -16. The water quality of the receiving waters is not expected to degrade as a result of discharges in compliance with those waste discharge requirements. Neither the volume of the discharge nor the mass loading of pollutants associated with the discharges will adversely impact the receiving waters. Therefore, these waste discharge requirements are consistent with federal and state antidegradation policies. IX. WRITTEN COMMENTS: Interested persons are invited to submit written comments on the proposed discharge limits and the Fact Sheet. Comments should be submitted by July 26, 2004, either in person or by mail to: Jun Martirez California Regional Water Quality Control Board Santa Ana Region 3737 Main Street, Suite 500 Riverside, CA 92501 -3348 X. INFORMATION AND COPYING: Persons wishing further information may write to the above address or call Jun Martirez of the Regional Board at (909) 782 -3258. Copies of the application, proposed waste discharge requirements, Fact Sheet, and other documents (other than those which the Executive Officer maintains as confidential) are available at the Regional Board office for inspection and copying between the hours of 9:00 a.m. and 3:00 p.m., Monday through Friday (excluding holidays). XI. REGISTER OF INTERESTED PERSONS: Any person interested in a particular application or group of applications may leave his/her name, address, and phone number as part of the file for an application. C41SE3I"'r. Xr -W :_M1► The Regional Board will hold a public hearing regarding the proposed waste discharge requirements as follows: DATE: August 13, 2004 TIME: 9:00 a.m. PLACE: Santa Ana City Council Chambers 22 Civic Center Plaza Santa Ana, California 0 0 California Regional Water Quality Control Board Santa Ana Region ORDER NO. R8- 2004 -0021 NPDES NO. CAG998002 GENERAL WASTE DISCHARGE REQUIREMENTS FOR SHORT -TERM GROUNDWATER- RELATED DISCHARGES'AND DE MDUMUS WASTEWATER DISCHARGES TO SURFACE WATERS WITHIN THE SAN DIEGO CREEK/NEWPORT BAY WATERSHED The California Regional Water Quality Control Board, Santa Ana Region (hereinafter Board), finds that: 1. On July 10, 1998, the Regional Board adopted Order No. 98 -67, National Pollutant Discharge Elimination System ( NPDES) Permit No. CAG998001. Order No. 98 -67 specified waste discharge requirements for discharges into surface waters of various types of waste that pose an insignificant threat to water quality. The types of regulated under Order. No. 98 -67 include:. _ 1---y , r7 a. b. C. d f. . Ig. h. i. J• k. 1. M. n. Construction dewatering wastes; Wastes associated with- wel3'n`is`U Hof k*s�els, pipelines, tanks, etc.; of potable water supply pipelines, tanks, from the disinfection of potable water supply pipelines, tanks, iesefvoirs, etc.; Discharges from potable water supply systems resulting from system failures, pressure releases, etc.; Discharges from fire hydrant testing or flushing; Non - contact cooling water; Air conditioning condensate; Swimming pool drainage; Discharges resulting from diverted stream flows; and Other similar types of wastes, which pose a de minimus threat to water quality, yet technically must be regulated under waste discharge requirements. 2. On June 14, 2002, the US Environmental Protection Agency (hereinafter EPA) Region IX, promulgated Total Maximum Daily Loads (TMDLs) for Toxic Pollutants for San Diego Creek and Newport Bay (see Attachment "A" for San Diego Creek/Newport Bay Watershed Map). These include a TMDL for selenium. In 1998, the Regional Board adopted a Basin Plan amendment, Resolution No. 98 -9 (amended by Resolution No. 98- 100), incorporating nutrient TMDLs for the San Diego Creek/Newport Bay Watershed. These TMDLs specify certain load allocations for discharges of nutrients and toxic pollutants into San Diego Creek and Newport Bay. Order No. R8- 2004 -0021, NPDNo. CA G998002 • Page l of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 3. Recent investigations into the sources of selenium and nutrients in the watershed have found that approximately 62 -87 percent ( %) of the base flows in San Diego Creek result from groundwater discharge to the creek, either naturally through subsurface flow, springs, and weepholes, or through groundwater dewatering and remediation operations. Approximately 96% of the selenium and 85% of the nitrate concentrations found in San Diego Creek and its tributaries. result from these groundwater inputs. 4. Order No. 98 -67 expired on July 1, 2003 and was renewed by Order No. RS- 2003 -0061 on August 22, 2003. Order No. R8- 2003 -0061 specifically excludes groundwater - related discharges (l.a. -l.d., above) in the San Diego Creek/Newport Bay watershed from coverage under its terms and conditions. Instead, Order No. R8- 2003 -0061 finds that these groundwater- related discharges within the San Diego Creek/Newport Bay watershed will continue to be regulated under Order No. 98 -67 until such time as appropriate, separate waste discharge requirements are approved. This revised regulatory approach was taken in light of the concern that the groundwater - related discharges in the San Diego Creek/Newport Bay watershed have the potential to adversely affect surface waters within the watershed and would likely not comply with established TMDLs (see Finding No. 3). Due principally to the presence of nitrates and selenium, and potentially other pollutants of TT�ML concern, the Board found that it would be inappropriate to regulate these groundwater - related wastewater discharges within the San Diego Creek/Newport Bay watershed (i.e., those associated with well installation, development, test pumping and purging, aquifer testing wastes, construction dewatering and wastes from subterranean seepage) as de minimus discharges. 5. In some cases, the groundwater - related discharges within the San Diego Creek/Newport Bay watershed are. short-term in nature, i.e., the discharges occur for one year or (frequently) less. In other instances, however, these discharges are expected to occur over many years, even if intermittently during this extended period. For example, long- term dewatering is or may be necessary in some cases to prevent flooding of railroad or road crossings. This' Order specifies waste discharge requirements for short-term (i.e:, one year or less) groundwater - related discharges within the San Diego Creek/Newport Bay watershed. Individual waste discharge requirements will be developed for Regional Board consideration for the long -term groundwater - related discharges within the San Diego Creek/Newport Bay watershed. 6. Adoption of this general permit is necessary to assure proper regulatory oversight of short-term, groundwater - related discharges within the San Diego Creek/Newport Bay watershed. As a matter of regulatory streamlining, this permit will also regulate de minimus discharges within the San Diego Creek/Newport Bay watershed in lieu of coverage of these discharges under Order No. R8- 2003 -0061. In summary, this general permit will cover the following types of discharges in the watershed: a. Short-term (one year or less duration) discharges from activities involving groundwater extraction and discharge: (1) Wastes associated with well installation, development, test pumping and purging; (2) Aquifer testing wastes; Order No. R8- 2004 -002I, NPDE• o. CAG998002 • Page 3 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed (3.) Dewatering wastes from subterranean seepage; and (4) Groundwater dewatering wastes at construction sites. b. Discharges that pose an insignificant threat to water quality: (1) Construction dewatering wastes not involving groundwater (except storm . water dewatering at ;construction sites)'; (2) Discharges resulting from hydrostatic testing of vessels, pipelines, tanks, etc.; (3) Discharges resulting from the maintenance of potable water supply pipelines, tanks, reservoirs, etc.; (4) Discharges resulting from the disinfection of potable water supply pipelines, tanks, reservoirs, etc.; (5) Discharges from potable water supply systems resulting from system failures, pressure releases, etc.; (6) Discharges from fire hydrant testing or flushing; (7) Non - contact cooling water; (8) Air conditioning condensate; (9) Swimming pool drainage; (10) Discharges resulting from diverted stream flows; and (11) Other similar types of wastes, which pose a de minimus threat to water quality, yet technically must be regulated under waste discharge requirements. 7. This Order complies with all the criteria cited in 40 Me 122.28 and as such, is classified as a General NPDES Permit. 40 CFR 122.28 pertains to the issuance of general permits to regulate discharges of waste that meet the following criteria: a. Involve the same or substantially similar types of operations; b. Are of the same types; C. Require the same effluent limitations or operating conditions; d. Require the same or similar monitoring; and e. Are more appropriately regulated under a general permit rather than individual permits. 8. This Order will expedite the processing of applications for waste discharge requirements. The general NPDES permit approach has allowed the Regional Board to better utilize limited staff resources. 9. A Water Quality Control Plan (Basin Plan) became effective on January 24, 1995. The Basin Plan contains beneficial uses and water quality objectives for waters in the Santa Ana Region. Storm water discharges are covered under separate permit. 2 CFR is the Code of Federal Regulations. Order No. R8- 2004 -0021, NPAN& CA G998002 Page 4 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 10. The existing and potential beneficial uses of Newport Bay and San Diego Creek include: a. Navigation, b. Water Contact Recreation, C. Non - contact Water Recreation, d.. Commercial and Sportfishing, e. Preservation of Biological Habitats of Special Significance, f. Wildlife Habitat, g. Rare, Threatened or Endangered Species, h. Spawning, Reproduction, and Development, i. Marine Habitat, j. Shellfish Harvesting, k. Estuarine Habitat, 1. Warm Freshwater Habitat, and m. Groundwater Recharge (intermittent beneficial use). 11. Many surface waters within the region recharge underlying groundwater basins. The existing and potential beneficial uses of groundwater within the Newport Bay /San Diego Creek Watershed include: a Municipal and Domestic Supply, b. Agricultural Supply, C. Industrial Service Supply, and d. Industrial Process Supply. 12. Effluent limitations and national standards of performance established pursuant to Section 301, 302, 303(d), 304, 306, and 307 of the Federal CIean Water 'Act and amendments thereto are applicable to this type of discharges. 13. On June 8, 1989, pursuant to 40 CFR 122.28, the State Water Resources Control Board (hereinafter State Board), applied to the EPA for revisions of its NPDES program in accordance with 40 CFR 123.62 and 403.10. The application included a request to add general permit authority to its approved NPDES program. On September 22, 1989, Region IX EPA approved the State Board's request and granted authorization for the State's issuance of general NPDES permits. 14. On April 17, 1998, the Regional Board adopted Resolution No. 98 -9, amending the Basin Plan for the Santa Ana River Basin to incorporate a Nutrient Total Maximum Daily Load (TMDL) for the Newport Bay/ San Diego Creek Watershed. The TMDL was amended by Resolution No. 98 -100 on October 9, 1998 and thereafter approved by the State Water Resources Control Board, Office of Administrative Law and the US EPA. Order No. R8- 2004 -0021, NP.A. CA G998002 Page 5 of 22 Discharges Within the San Diego CreekJNewport Bay Watershed 15. The nutrient TMDL specifies load allocations for total nitrogen mass inputs to the San Diego Creek/Newport Bay watershed from "undefined sources ", which include groundwater- related discharges. The load allocations require a 50% reduction in summer (April- September) inputs by 2007, and a 50% reduction in winter inputs (October — March) by 2012. The TMDL specifies that the Regional Board may require earlier compliance where it is feasible and reasonable. There is an ongoing effort by watershed stakeholders to design and implement a regional program to achieve the nitrogen reductions required by the TMDL (natural treatment systems and San Diego Creek diversion project). Implementation of this program, with participation by the groundwater dischargers, would likely enable the dischargers to achieve the requisite nitrogen mass reductions. Therefore, it is feasible and reasonable to require the early implementation of the requisite 50% reduction in total nitrogen mass inputs from groundwater- related discharges in the watershed. The dischargers may elect to implement other strategies, e.g., additional treatment systems, to achieve the 50% reduction. 16. The nutrient TMDL specifies that waste discharge requirements shall be established or revised for those discharges within the San Diego Creek/Newport Bay watershed that exceed 1 mg/L TIN. In accordance with this requirement, this Order requires each groundwater discharger within the San Diego Creek/Newport Bay watershed of the type listed in Finding 6.a.(1) -(4) and with discharge concentrations in excess of Img/L TIN, to achieve a 50% reduction in the total nitrogen mass inputs from their discharge'. This Order also requires compliance with nitrogen concentration limits based on Basin Plan objectives established for San Diego Creek. The more stringent of the requirements governs the discharge. If immediate compliance with the 50% reduction requirement or with the nitrogen concentration limits in this Order, whichever applies to the discharge, is infeasible, the dischargers are required to submit plans and schedules to provide total nitrogen offsets that would address nitrogen discharges in excess of those that would have been allowed had the 50% reduction been achieved or had compliance with the applicable nitrogen limits specified in the Order been achieved, whichever is more stringent. The schedule is to reflect the shortest practical time necessary to provide the offset, but in no case extend beyond January 1, 20074. The offset plan is to be implemented upon the Executive Officer's approval. It is recognized that the offset may not be completed within the time frame of the actual groundwater - related discharge. In filing a Notice of Intent to obtain authorization to discharge under this Order, the discharger will be required to acknowledge explicitly that no notice of termination will be issued and that compliance with this Order will continue to be required and enforced until such time as the offset is satisfactorily completed. 3 Any treatment system implemented to achieve this reduction must demonstrate a 50 percent reduction in nitrogen mass when compared to the influent. 4 Load allocations for both total nitrogen and phosphorus are specified in the TMDL. The phosphorus load allocations are assigned to open space and agricultural areas. No phosphorus load allocations are specified for groundwater - related discharges since these discharges are not expected to include . phosphorus. Order No. R8- 2004 -0021, NPANo. CA G998002 Page 6 of22 Discharges Within the San Diego Creek/Newport Bay Watershed 17. On May 18, 2000, the EPA issued, a final rule for the establishment of Numeric Criteria for Priority Toxic Pollutants necessary to fulfill the requirements of Section 303(c)(2)0) of the Clean Water Act for the State of California. This rule is commonly referred to as the California Toxics.Rule (CTR). 18. On March 2, 2000, the State Water Resources Control Board adopted the Policy for Implementation of Toxics Standards for Inland Surface Waters, Enclosed Bays, and Estuaries of Califomia (the Policy). This Policy includes implementation provisions for the CTR. The Policy specifies a methodology to determine if pollutants in the discharge are at a level that will cause, have the reasonable potential to cause, or contribute to an excursion of a water quality standard. Effluent limitations must be specified for those pollutants determined to have such reasonable potential. Selenium in the groundwater - related discharges regulated under this Order has the reasonable potential to cause excursions of water quality standards. Thus, effluent limitations for this constituent are specified in this Order. The selenium limitations were derived in accordance with the procedures specified in the Policy for calculating appropriate limits. This Policy also includes compliance schedule provisions for effluent limitations that implement the CTR. 19. On June 14, 2002, the U.S. EPA Region 9 established total maximum daily loads (TMDLs) for selenium and other toxic pollutants for San Diego Creek and Newport Bay. 20, The EPA TMDLs do not include specific implementation requirements, such as compliance timeframes, interim numeric targets, etc, since implementation plans are the responsibility of the Regional Board. However, pursuant to federal regulations, the Regional Board is required to ensure that NPDES permits for discharges in this watershed contain effluent limitations necessary to be consistent with the wasteload allocations specified in the TMDLs. In the absence of an adopted implementation plan, the Regional Board can.and must employ its legally authorized discretion in determining the appropriate permit provisions to implement these allocations. 21. Regional Board staff is now working on an implementation plan for the selenium TMDL (and for the other toxic substance TMDLs), which will be considered for future adoption by the Regional Board as a Basin Plan amendment. Staff may also recommend revisions to the selenium TMDL established by EPA based on ongoing studies by EPA, Board staff and others. In its documents establishing the toxic TMDLs, EPA recognizes the substantial uncertainties that remain concerning selenium sources, biological effects, and the appropriate numeric objective that should apply to the protection of beneficial uses. EPA is now engaged in a review of the selenium objective in the CTR. Resolution of these uncertainties, and possible revision of the numeric selenium. objective, is likely to require future refinement of the selenium TMDL. Any such refinement would necessitate review of this Order and revision, as appropriate. Order No. R8- 2004 -0021, NPDE�No. CAG998002 Page 7 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 22. This Order implements relevant provisions of the CTR, the EPA selenium TMDL for San Diego Creek and Newport Bay,. and the State. Board Policy by specifying appropriate effluent limitations for selenium for short-term groundwater- related discharges. In some cases, where selenium concentrations in groundwater are low, immediate compliance with the selenium effluent limitations for groundwater- related discharges can be achieved. However, where selenium concentrations in the groundwater are elevated, immediate compliance may be infeasible, given that there is uncertainty regarding the availability of effective and practicable selenium treatment technology. Moreover, it may not be practical to implement such technology, if and when it becomes available, for the short-term groundwater discharges. Dischargers may be able to reduce or even eliminate selenium discharges by the implementation of short-term measures, such as sewering all or part of the groundwater discharges, subject to approval and acceptance by the sewering agency. Re- injection may be another discharge alternative. 23. Both the CTR and the State Policy include provisions for compliance schedules for effluent limitations for selenium and other priority pollutants. The maximum schedule that could be allowed pursuant to the CTR is five years from the date of adoption of these waste discharge. requirements. However, given the short-.term nature of the groundwater - related discharges addressed by this Order, it is not sensible to include such a compliance schedule: the discharges are expected to be complete before compliance could be achieved. Accordingly, this Order adopts the following regulatory approach. First, all new groundwater- related dischargers are required to evaluate the selenium concentration in their potential discharges to determine whether immediate compliance with the effluent limitations specified in this Order can be achieved. If compliance is feasible, the discharge can proceed in accordance with the remaining terms and conditions of this Order. If compliance with the selenium limitations is infeasible, then the discharger must demonstrate that it is not reasonably possible to reduce or eliminate the discharge to surface waters. If it is demonstrated that it is not reasonably feasible to reduce or eliminate the discharge, then the discharger must either (a) not commence the discharge, or (b) the discharger must identify and participate in a program that assures that selenium discharges in excess of those allowed pursuant to the effluent limitations will be offset on at least a one -to -one basis, or as determined by the Regional Board's Executive Officer. The offset would assure that there is no net loading of selenium to surface waters within the San Diego Creek/Newport Bay watershed. The discharger is required to identify a plan and schedule for implementation of the offset prior to commencing any new discharge. The discharger is required to implement that plan and schedule upon approval by the Executive Officer. It is recognized that the offset may not be completed within the time frame of the actual discharge. In filing a Notice of Intent to obtain authorization to discharge under this Order, the discharger will be required to acknowledge explicitly that no notice of termination will be issued and that compliance with this Order will continue to be required and enforced until such time as the offset is satisfactorily completed. Order No. R8- 2004 -0021, NAN& CA G998002 • Page 8 of 22 Discharges Within the San Diego Creek/Newpon Bay Watershed 24. In the case of discharges that have already commenced, pursuant to the terms and conditions of Order No. 98 -67, that do not comply with the selenium limitations in this Order, and that cannot reasonably be terminated, the discharger must submit a plan and schedule for implementation of an offset within 120 days of the effective date of this Order. The plan/ schedule is to reflect the shortest practicable time necessary to provide the offset. In no case shall the schedule exceed five years from the date of adoption of this Order. The discharger must implement that plan upon approval by the Executive Officer. Pending development, approval and implementation of the offset plan, the discharger must collect data on flow and selenium quality to assure that ongoing selenium discharges are properly accounted for and offset. Again, it is recognized that the offset may not be completed within the time frame of the actual discharge. No notice of termination will be issued until such time as the offset is satisfactorily completed. 25. Recognizing the uncertainties that pertain to selenium (Finding 21), it maybe appropriate to revise approved selenium offset plans (that have not been implemented and completed) based on revised selenium criteria and/or refinement of the selenium TMDL. 26. The Board has considered the effects on the receiving waters (Peters Canyon Wash, San Diego Creek, Newport Bay) of the proposed discharges to be regulated under this Order. If conducted in accordance with the terms and. conditions of this Order, the discharges will not result in a lowering of the water quality of the affected receiving waters. Therefore, an antidegradation analysis is not required pursuant to federal regulations (40 CFR 131.12). Discharges in conformance with the terms and conditions of this-Order' are also consistent with State antidegradation policy (State Water Resources Control Board Resolution No. 68 -16) and will not result in any adverse impacts to the present or potential beneficial uses of the receiving waters. 27. The requirements. contained in this Order are necessary to implement the Basin Plan. 28. This general permit regulates discharges (as listed in Finding No. 6., above) to surface waters. Entity(ies) /individual(s) proposing 'groundwater discharges are hereinafter referred to as "discharger" and are subject to the terms and conditions of this Order. 29. This Order regulates the discharge into surface waters of wastewater that meets the requirements of this Order. It does not preempt or supersede , the authority of municipalities,, flood control agencies, or other local agencies to prohibit, restrict, or control discharges of waste to storm drain systems or other watercourses subject to their jurisdiction. 30. For coverage under this general permit, a discharger is required to submit a completed Notice of Intent Form (see Attachment `B" of this Order) together with other information required in Section H. "APPLICATION REQUIREMENTS," and to receive approval from the Executive Officer. If the proposed discharge meets the requirements of this general permit, the Executive Officer will provide the discharger with a written authorization to initiate the discharge. If not, an individual NPDES permit will be developed for consideration by the Regional Board. Order No. R8 -2004 -0021, NANO. CA G998002 • Page 9 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 31. Any discharger proposing groundwater - related discharges and/or de minimus discharges at multiple locations within the San Diego Creek/Newport Bay Watershed may be covered under one discharge authorization letter on a case by case basis, subject to the approval of the Executive Officer. 32. The Executive Officer of the Regional Board or the Regional Administrator of the EPA may require any person authorized - to discharge waste by this general permit to subsequently apply for and obtain an individual NPDES permit. Any interested person may petition the Executive Officer or the Regional Administrator to take action in accordance with this finding. Cases where an individual NPDES permit may be required include the following: a. The discharger is not in compliance with the conditions of this Order or the discharge authorization letter from the Executive Officer; b. A change has occurred in the availability of demonstrated technology or practices for the control or abatement of pollutants applicable to the point source; C. Effluent limitation guidelines are promulgated for point sources covered by the general NPDES permit; d. Changes to water quality control plan containing requirements applicable to such point sources are approved; e. The requirements of 40 CFR 122.28 (a) are not met; or f. The discharge may adversely affect the water quality objectives of the receiving water. 33. The Regional Board recognizes the need to consider any unique factors relating to a discharger. In order to consider any unique factors applicable to a particular discharger or discharge, it may be necessary for the discharger to apply for an individual NPDES permit in accordance with Section 13376 of the California Water Code. 34. In accordance with California Water Code Section 13389, the issuance of waste discharge requirements for groundwater discharges and de minimus discharges identified in Finding 6. is exempt from those provisions of the California Environmental Quality Act contained in Chapter 3 (Commencing with Section 21100), Division 13 of the Public Resources Code. 35. The Regional Board has notified interested agencies and persons of its intent to issue general waste discharge requirements for short-term groundwater- related discharges and de minimus discharges in the San Diego Creek/Newport Bay watershed, and has provided them with an opportunity to submit their written views and recommendations. 36. The Regional Board, in a public meeting, heard and considered all comments pertaining to general waste discharge requirements for groundwater discharges within the San Diego Creek/Newport Bay Watershed. Order No R8- 2004 -0021, NPANo. CA G998002 • Page 10 of22 Discharges Within the San Diego Creek/Newport Bay Watershed IT IS HEREBY ORDERED that dischargers, their agents, successors, and assigns, who are discharging the types of wastes listed in Findings No. 6, above, in order to meet the provisions contained in Division 7 of the California Water Code and regulations adopted thereunder and the provisions of the Clean Water Act as amended and regulations and guidelines adopted thereunder, shall comply with the following: A. DISCTIARGE SPECIFICATIONS 1. For all wastewater discharges resulting from activities described in Finding 6., the wastewater shall not contain constituent concentrations in excess of the following limits: Constituents Maximum Concentration Oil and Grease 15 m Sulfides 0.4 m Total Suspended Solids 75 m Total Residual Chlorine 5, 6 0.1 m Total Petroleum Hydrocarbons 100 µ b) 2. Wastewater discharges resulting from activities described in Finding 6.a. shall not contain constituent concentrations in excess of the limits specified in the following tables. These limits apply if the discharger does not implement a program or programs approved by the Executive Officer to offset discharges in excess of the effluent limits (see Provisions D. 9, 10 and 13, below): DISCHARGES TO REACH 1 OF SAN DIEGO CREEK AND TRIBUTARIES THERETO Constituent Maximum Daily Average Monthly Concentration Limit Concentration Limit Total Nitrogen -- 13 m see also A.3., below Total Recoverable Selenium (see 8 (µg/1) 4 (µg/l) Provisions D.9. & 10.) DISCHARGES TO REACH 2 OF SAN DIEGO CREEK AND TRIBUTARIES THERETO Constituent Maximum Daily Average Monthly Concentration Limit Concentration Limit Total Nitrogen -- 5 m see also A.3., below Total Recoverable Selenium (see 8 (µg/1) 4 (µg/1) Provisions D.9. & 10.) Nor applicable if all wastewater will percolate prior to reaching any receiving water. Compliance shall be determined at a point before wastewater mixes with any receiving water. Order No. R8- 2004 -0021, NPDE•o. CA G998002 • Page 11 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed DIRECT DISCHARGES TO UPPER AND LOWER NEWPORT BAY Maximum daily Average Monthly Constituents Concentration Limit Concentration Limit Total Recoverable . Selenium:. (see 116 (µg/1) 58 (µg/1) Provisions D.9. & 10.) 3. When the quality of groundwater proposed for discharge under the terms and conditions of this Order exceeds 1 mg/l, Total Inorganic Nitrogen (TIN), the average monthly mass of total nitrogen (TN) discharges shall not be greater than 50% of the mass of TN in the extracted groundwater. Whichever is more stringent of either the reduction in TN mass or TN concentration limit shown in Discharge Specification A.2. will be the limit (see Provisions D.12. & D.13.). This mass limitation will be met if the discharger implements a program approved by the Executive Officer to offset TN discharges in excess of the mass limitation (see Provision D. 13). 4. The pH of the discharge shall be within 6.5 and 8.5 pH units. 5. There shall be no visible oil and grease in the discharge. B. RECEIVING WATER LIMITATIONS 1. The discharge of wastes shall not cause a violation of any applicable water quality standards for receiving waters adopted by the Regional Board or the State Board, as required by the Federal CWA and regulations adopted thereunder. 2. The discharge shall not cause any of the following: a. The undesirable discoloration of the receiving waters. b. The presence of objectionable odor in the receiving water. C. The presence of visible oil, grease scum, floating or suspended material or foam in the receiving waters. d. The deposition of objectionable deposits along the banks or the bottom of the stream channel. C. The depletion of the dissolved oxygen concentration below 5.0 mg/l in the receiving water. If the ambient dissolved oxygen concentration is less than 5.0 mg /l, the discharge shall not cause a further depression. f. An increase in the temperature of the receiving waters above 90 °F (32 °C), which normally occurs during the period of June through October, nor above 78 °F (26 °C) during the rest of the year. g. Change the ambient pH levels more than 0.5 pH units. Order No. Rg -2004 -0021, MAN& CA G998002 • Page 12 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed h. The concentration of pollutants in the water column, sediments, or biota to adversely affect the beneficial uses of the receiving waters. i. The bioaccumulation of chemicals in _ aquatic resources to levels which are harmful to human health. C. PROHIBITIONS 1. The discharge of oil, trash, industrial waste sludge, or other solids directly to the surface waters in this region or in any manner that will ultimately affect surface waters in this region is prohibited. 2. The discharge of any substances in concentrations toxic to animal or plant life is prohibited. 3. Odors, vectors, and other nuisances of waste origin are prohibited beyond the limits of each discharger's facility. 4. Unless approved by the Executive Officer, the addition of chemicals to the discharge is prohibited. 11:3 1. This Order shall become effective on the date of adoption., This Order shall also serve as a National Pollutant Discharge Elimination System permit pursuant to Section 402 of the CWA, or amendments thereto, that shall become effective 10 days after the date of adoption, provided the Regional Administrator of the EPA has no objection. If the Regional Administrator objects to its issuance, this Order shall not serve as an NPDFS permit until such objection is withdrawn. 2. Neither the treatment nor the discharge of waste shall create, or threaten to create, a nuisance or pollution as defined by Section 13050 of the California Water Code. 3. This Order expires on August 1, 2009. However, coverage under the permit shall continue in force and effect until a new Order is issued for those dischargers who submit a renewal application more than 180 days before the August 1, 2009 expiration date. For those dischargers who do not submit a renewal application more than 180 days before the August 1, 2009 expiration date, discharges of wastewater under this Order shall be terminated by August 1, 2009, 4. Upon adoption of this Order, dischargers within the Newport Bay Watershed that are currently covered under Order No. 98 -67 shall cease all discharges unless a notice of intent to discharge under the renewed Order is submitted within 30 days of the effective date of the new Order. Order No. R8- 2004 -0021, NPDES o. CA G998002 • Page 13 of 22 Discharges FFIthia the San Diego Creek/Newport Bay Watershed 5. The Executive Officer shall determine whether the proposed discharge is eligible for coverage under this general permit, after which, the Executive Officer may; a. Authorize the proposed discharge by transmitting a 'Discharge Authorization Letter" to the discharge proponent (now an "authorized discharger ") authorizing the initiation of the discharge under the conditions of this Order and any other conditions consistent with this Order which are necessary to protect the beneficial uses of the receiving waters; or, b. Require the discharge proponent to obtain an individual NPDES permit prior to any discharge to surface waters within the San Diego Creek/Newport Bay Watershed. 6. The discharge authorization letter from the Executive Officer shall specify any conditions necessary to protect the beneficial uses of the receiving waters and shall specify the Self - Monitoring Program for the proposed discharge in accordance with this Order. The discharge authorization letter may be terminated or revised by the Executive Officer at any time. 7. The Executive Officer is authorized to issue a single discharge authorization letter to: a. A discharger proposing unknown future short-term discharges from activities involving groundwater extraction and discharge (described in Finding 6.a.) at multiple locations within the San Diego Creek/Newport Bay Watershed, provided that the discharger shall submit for each new location not previously reported, the information required in Section H.2.b. through H.2.d at least 60 days before the. start of a new discharge from each location. In the case of new short-term groundwater- related discharges for which nitrogen and/or selenium offsets are required,. no discharge shall commence until requisite nitrogen and/or selenium offset plans are approved by the Executive Officer. b. A discharger proposing unknown future de minimus discharges (described in Finding 6.b.) at multiple locations within the San Diego Creek/Newport Bay Watershed, provided that the general nature of the discharges and the general locations are reported and included in the application to discharge wastes under this general permit and that at least five days prior to each discharge, more detailed information regarding each discharge is reported. 8. The discharger shall comply with all requirements of this Order and the terms, conditions and limitations of the discharge authorization letter. Order No. RS-2004 -0021, MAN& CA G998002 • Page 14 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 9. For existing dischargers who have coverage under Order No. 98 -67 for short -term groundwater - related discharges within the San Diego Creek/Newport Bay watershed, and for existing individual dischargers who wish to obtain coverage under this general permit, when the results of selenium analysis required to be submitted as part of the Notice of Intent (see Application Requirements H.I., below) demonstrate non - compliance with the effluent limitations for selenium specified in this Order (Discharge Specification A.2.), the discharger(s) shall: a. Also submit with the Notice of Intent a demonstration that it is not reasonably feasible to reduce or eliminate the discharge; b. Within 120 days of discharge authorization by the Executive Officerr, submit for approval a plan and schedule to offset selenium discharges in excess of those allowed pursuant to the effluent limitations of this Order The plan/ schedule is to reflect the shortest practicable time necessary to provide the offset. In no case shall the schedule exceed five years from the date of adoption of this Order. This plan shall address offset of selenium discharges that take place while the offset plan is developed and approved; C. Collect data on flow and selenium quality to assure that ongoing selenium discharges are properly accounted for and offset pending development, approval and implementation of the offset plan; d. Implement the offset plan upon approval by the Executive Officer; and e. Acknowledge explicitly, as part of the Notice of Intent, that no notice of termination will be issued until such time as any requisite selenium offset is satisfactorily completed. 10. For new short -term groundwater - related discharges within the San Diego Creek/Newport Bay watershed, if the results of selenium analysis required to be submitted as part of the Notice of Intent (see Application Requirements H.2., below) demonstrate that compliance with the effluent limitations for selenium specified in this Order (Discharge Specification A.2., above) cannot be achieved, the discharger shall: a. Also submit with the Notice of Intent a demonstration that the discharge- to surface waters cannot reasonably be avoided or minimized; b. Also submit a proposed plan and schedule to offset selenium discharges in excess of those allowed pursuant to the effluent limitations of this Order. The plan/schedule is to reflect the shortest practicable time necessary to provide the offset. In no case shall the schedule exceed five years from the date of adoption of this Order; C. Implement the plan/schedule upon approval by the Executive Officer. No discharge shall commence until the offset plan is approved by the Executive Officer. The issuance by the Executive Officer of authorization to discharge under the terms and conditions of this Order is contingent on the satisfactory demonstration that termination reduction of the discharge is not reasonably feasible. Order No. R8- 2004 -0021, NPDES N& CA G998002 • Page 15 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed d. Acknowledge explicitly, as part of the Notice of Intent, that no notice of termination will be issued and that compliance with this Order will continue to be required and enforced until such time as the offset is satisfactorily completed. 11. Revisions to approved selenium offset programs that have not been fWly implemented may be made at the discretion of the Executive Officer in response to revisions to this Order to address revised selenium criteria and/or approved revisions to the selenium TMDL for the San Diego Creek/Newport Bay watershed. 12. The monthly mass emission rate for total nitrogen shall be determined by using the following formula: Mass (lbs /month) = 8.34 x Q x C Where: Q = total flow discharged within the month in million gallons. C= the sum of all measurements for the parameter within the month (in milligrams per liter) divided by the total number of samples. 13. If immediate compliance cannot be achieved with the 501/o total nitrogen mass reduction requirement specified in Discharge Specification A.3. or with the applicable total nitrogen limitations specified in Discharge Specification 'A.2., whichever is more stringent, dischargers shall submit plans and schedules to provide total nitrogen offsets in accordance with the following: a. For existing dischargers who have coverage under.Order No. 98 -67 for short-term groundwater- related discharges within the San Diego Creek/Newport Bay watershed, and for existing individual short-term groundwater - related dischargers who wish to obtain coverage under this general permit, the discharger shall: (1) Within 30 days of issuance of discharge authorization by the Executive Officer, submit for approval a plan and schedule to offset total nitrogen discharges that exceed those discharges that would be allowed had the 50% reduction required in Discharge Specification A.3. or compliance with the applicable nitrogen limits specified in Discharge Specification A. 2., whichever is more stringent, been achieved. The schedule shall reflect the shortest practicable time necessary to accomplish the offset but in no case exceed January 1, 2007. (2) Implement the offset plan and schedule upon approval by the Executive Officer. (3) Acknowledge as part of the Notice of Intent that no Notice of Termination will be issued, and compliance with the terms and conditions of this general permit will continue to be required and enforced, until this offset is satisfactorily completed. Order No. R8- 2004 -0021, NAN& CA G998002 • Page 16 of 21 Discharges Within the San Diego Creek/Newport Bay Watershed b. For new short-term groundwater- related discharges within the San Diego Creek/Newport Bay watershed, the discharger shall: (1) Submit with the Notice of Intent, a plan and schedule to offset total nitrogen discharges that exceed those discharges that would be allowed if the 50% reduction required in Discharge Specification A.3. or compliance with the applicable nitrogen limits specified in Discharge Specification A. 2., whichever is more stringent, was achieved. The schedule shall reflect the shortest practicable time necessary to accomplish the offset but in no case exceed January 1, 2007. (2) Implement the offset plan upon approval by the Executive Officer. (3) Not commence any discharge prior to the approval of the offset plan by the Executive Officer. (4) Acknowledge as part of the Notice of Intent that no Notice of Termination will be issued, and compliance with the terms and conditions of this general permit will continue to be required and enforced, until this offset is satisfactorily completed. 14. In conformance with Provisions 9, 10 and 13, as applicable, the Executive Officer shall prescribe an appropriate monitoring and reporting program to demonstrate that implementation of the approved offset results in no net selenium and/or total nitrogen loading to surface waters. 15. The discharger shall take all reasonable steps to minimize or prevent any discharge that has a reasonable likelihood of adversely affecting human health or the environment. 16. The discharger shall take" all reasonable steps to minimize any adverse. impact to receiving waters resulting from noncompliance with any effluent limitations specified in this Order, including such accelerated or additional monitoring as necessary to determine the nature and impact of the noncompliant discharge. 17. The discharger shall comply with effluent standards or prohibitions established under section 307(a) of the CWA for toxic pollutants within the time provided in the regulations that establish these standards or prohibitions, even if this Order has not yet been modified to incorporate the requirement. 18. This Order does not convey any property rights of any sort, or any exclusive privilege. 19. This Order is not transferable to any person except after notice to and approval by the Regional Board. 20. The requirements prescribed herein do not authorize the commission of any act causing injury to the property of another, nor protect the discharger from his liabilities under federal, state, or local laws, nor guarantee the discharger a capacity right in the receiving waters. Order No. R8- 2004 -0021,NPDENo. CA G998002 Page 17 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 21. The provisions of this Order are severable, and if any provision of this Order, or the application of any provisions of this Order to any circumstance, is held invalid, the application of such provision to other circumstances, and the remainder of this Order shall not be affected thereby. 22, Any violation of this Order constitutes a violation of the CWA, its regulations, and the California Water Code, and is grounds for enforcement action and/or termination of the authorization to discharge. 23. The discharger shall, at all times, properly operate and maintain$ all facilities and systems of treatment (and related appurtenances) and control which are installed or used by the discharger to achieve compliance with this Order and the conditions of the authorization letter(s) from the Executive Officer. Proper operation and maintenance shall include the following: a. Effective performance, adequate funding, adequate operator staffing and training and adequate laboratory and process controls and appropriate quality assurance procedures. b. Regular maintenance and inspection of all systems. C. Maintenance of records of the inspection results that shall be made available to the Regional Board whenever required and demanded. 24. An Operation and Maintenance (O &M) Manual shall be developed prior to the initiation of the discharge and shall be readily accessible to site operating personnel. The O&M Manual shall include the following: a. Detailed description of safe and effective operation and maintenance of treatment processes, process control instrumentation and equipment. b. Process and equipment inspection and maintenance schedules. C. Describe preventive (fail -safe) and contingency (cleanup) plans for controlling accidental discharges, and for minimizing the effect of such events. d. Identification and description of the possible sources of accidental loss, bypass of untreated or partially treated wastes, and. polluted drainage including power outage, waste treatment unit outage, and failure of process equipment, tanks and pipes and possible spills. 25. All treatment facility startup and operation instruction manuals shall be maintained and available to operating personnel at. the site where treatment is being conducted. 26. The Regional Board, EPA, and other authorized representatives shall be allowed: Proper operation and maintenance includes effective performance, adequate funding, adequate operator staffing and training, and adequate laboratory and process controls and appropriate quality assurance procedures. Order No. R8- 2004 -0021, NP*No. CA G998002 • Page 18 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed a. Entry upon premises where a regulated facility or activity is located or conducted, or where records are kept under the conditions of this Order; b. Access to copy any records that are kept under the conditions of the order, c. To inspect any facility, equipment (including monitoring and control equipment), practices, or operations regulated or required under this Order; and d. To photograph, sample and monitor for the purpose of assuring compliance with this Order, or as otherwise authorized by the CWA. E. PERMIT REOPENING REVISION REVD( ATION AND RE48SUANCE 1. If more stringent applicable water quality standards are promulgated or approved pursuant to Section 303 of the Federal CWA, or amendments thereto, the Board will revise and modify this Order in accordance with such standards. 2. This Order may be reopened to address any changes in State or federal plans, policies or regulations that would affect the quality requirements for the discharges. 3.. Any permit noncompliance constitutes a violation of the CWA and the California Water Code and is grounds for enforcement action; for permit or authorization letter termination, revocation and reissuance, or modification; the issuance of an individual permit; or for denial of a renewal application. 4. This Order may be modified by the Regional Board prior to the expiration date to include effluent or receiving water limitations for toxic constituents determined to be present in significant amounts in the discharge through the comprehensive monitoring program included as part of this Order. 5. This Order may be modified, revoked and reissued, or terminated for cause. The filing of a request by a discharger for modification, revocation and reissuance, or termination of this Order or a notification of planned changes or anticipated noncompliance does not stay any permit condition. F. PENALTIES The CWA provides that any person who violates a provision implementing sections 301, 302, 306, 307, or 308 of the CWA is subject to a civil penalty not to exceed $10,000 per day of such violation. Any person who willfully or negligently violates provisions implementing these sections of the CWA is subject to a fine of not less than $2,500 nor more than $25,000 per day of violation, or by imprisonment for not more than 1 year, or both. Order No. RS- 2004 -0021, NPDES o. CA G998002 • Page 19 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 2. The CWA provides that any person who knowingly makes any false statement, representation, or certification in any record or other document submitted or required to be maintained under this permit, including monitoring reports or reports of compliance or noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than 6 months per violation, or by both. 3. The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate any monitoring device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not more than $10,000 per violation, or by imprisonment for not more than six months per violation, or by both. . 4. The California Water Code provides that any person who violates a waste discharge requirement or a provision of the California Water Code is subject to civil penalties of up to $5,000 per day, $10,000 per day, or $25,000 per day of violation, or when the violation involves the discharge of pollutants, is subject to civil penalties of up to $10 per gallon per day, or $20 per gallon per day of violation; or some combination thereof, depending on the violation, or upon the combination of violations. G. REQUIRED REPORTS AND NOTICES Reporting Provisions: a. All applications, reports, or information submitted to the Regional Board shall be signed and certified in accordance with 40 CFR 122.22. b. The discharger shall furnish, within a reasonable time, any information the Regional Board or EPA may request to detennine whether cause exists for modifying, revoking and reissuing, or terminating this Order. The discharger shall also furnish to the Regional Board, upon request, copies of records required to be kept by this Order. C. Except for data determined to be confidential under Section 308 of the CWA, all reports prepared in accordance with the terms of this Order shall be available for public inspection at the offices of the Regional Water Quality Control Board and the Regional Administrator of EPA. As required by the CWA, effluent data shall not be considered confidential. Knowingly making any false statements on any such report may result in the imposition of criminal penalties as provided for in Section 309 of the Act and Section 13387 of the California Water Code. 2. Within thirty (30) days of issuance of discharge authorization under this Order, discharger(s) within the San Diego CreekfNewport Bay watershed shall submit a plan for approval by the Regional Board's Executive Officer that identifies the method(s) and schedule by which the discharger(s) proposes to achieve a 50% reduction in the total nitrogen mass of their discharges. The schedule is to reflect the shortest practicable time necessary to. achieve the 50% reduction. The plan shall also include a schedule and a discussion for achieving compliance with the selenium final effluent limit. Order No. R8- 2004 -0021, NPANo. CA G998002 Page 20 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed 3. The discharger shall file with the Board a report of waste discharge at least 120 days before making any material change or proposed change in the character, location, volume, treatment or disposal methods of the discharge. 4. The discharger shall give advance notice to the Regional Board of any planned changes in the permitted facility or activity that may result in noncompliance with these waste discharge requirements. 5. In the event of any change in control or ownership of land or waste discharge facilities currently owned or controlled by the discharger, the discharger shall notify the succeeding owner or operator of the existence of their authorization to discharge wastewater under this general permit by letter, a copy of which together with the signed agreement between previous owner and the new owner accepting responsibility and liability for complying with this general permit shall be forwarded to the Executive Officer. 6. Upon completion of the project, the discharger shall notify the Executive Officer of the Regional Board in writing about cessation of the discharge and shall request for termination of coverage under this general permit. H. APPLICATION REQUIREMENTS 1. Dischargers already covered under Order No. 98 -67 and those dischargers under individual permits who wish to be and believe they can and should be covered under this renewed general permit shall submit a completed Notice of Intent (see Attachment `B" of Order No. R8 -2004 -0021) within 30 days of adoption of this Order. The Notice of Intent shall be accompanied by analysis of the wastewater for selenium at analytical detection levels suflicient.to assess compliance with the selenium effluent limitations in this Order. If the results of the analysis demonstrate that compliance with the selenium limitations cannot be achieved, the discharger shall comply with the requirements specified in Provision D.9., above. The Notice of Intent shall also be accompanied by analysis of the wastewater for total nitrogen. Those dischargers who want to request a modification to the Template Monitoring and Reporting Program shall specifically state the modification being requested and shall submit information/justification supporting their request. The Executive Officer may. also require the discharger to submit additional information about any recent change in ownership of facility, changes in the character and treatment of the discharges and any other relevant information that will update facility information that are on the Regional Board files. Order No. RS -2004 -0021, NPDE *o. CA G998002 • Page 21 of22 Discharges Within the San Diego Creek/Newport Bay Watershed 2. FOR A NEW DISCHARGER': At least 60 days before the start of a new discharge, the discharger shall submit an application and obtain the authorization letter from the Executive Officer. The application shall consist of the first annual fee and following information: a. Notice of Intent to be covered under this general permit b. For projects involving well development, well purging and groundwater extraction, a site characterization study report . defming the proximity of the extraction well to known contaminated sites, the presence of contaminated groundwater onsite, contaminants and their properties, and a three dimensional assessment of the extent and concentration of contaminants in the subsurface. The study report shall include a description of the geologic and hydrologic factors that control the migration of the contaminants. It shall also include a list of known or suspected leaking underground tanks and other facilities or operations that have or may have impacted the quality of the underlying groundwater within 200 feet of the site. c. . A report that shall include the following: 1) Characterization of the proposed wastewater discharge (for discharges identified in Finding 6.a., the characterization of the groundwater shall include total arsenic, total recoverable cadmium, total chromium, total recoverable copper, total recoverable lead, total recoverable mercury, total recoverable nickel, total recoverable selenium, total recoverable zinc, dissolved oxygen (DO), hardness, sulfate, chloride, total nitrogen, electrical conductivity and total dissolved solids. The selenium analysis used shall assure analytical detection levels sufficient to assess compliance with the effluent limitations of this Order.) If the results of this analysis demonstrate that compliance with the selenium limitations in this Order cannot be achieved, the discharger shall comply with the requirements specified in Provision D.10., above; 2) The name of the receiving water; 3) The estimated average and maximum daily flow rates; 4) The frequency and duration of the discharge; 5) A description of the proposed treatment system (if appropriate); and 6) A map showing the path from the point of initial discharge to the ultimate location of discharge. d. Any other information deemed necessary by the Executive Officer. New discharger is an entity/individual who is not currently authorized to discharge waste under this general permit and who is proposing groundwater discharges identified in Finding 6., to be covered under this general permit. Order No. R8- 2004 -0021, NPD *No. CA G998002 • Page 22 of 22 Discharges Within the San Diego Creek/Newport Bay Watershed I, Gerard J. Thibeault, Executive Officer, do hereby certify that the foregoing is a full, true, and correct copy of an Order adopted by the California Regional Water Quality Control Board, Santa Ana Region, on August 13, 2004. Gerard J. Thibeault Executive Officer Attacbment "A" San Diego Creek/Newport Bay Watershed Map LEGEND. cos- csrtrvnu VAANTVG CNA70al pu - IAhVEW CNA >OOil "I -SAMA ANA RIM Es -SAWMW CAM FOI - SAMiA ANA cam pMMIF1 M • SANTA ANA fNAO[nS CNA/OCF1 M- FALIAAL CNAMQS. rW -W AO N M F" . SAH v mW C CHANNEL I%- YEIpLS CAXYM0 ANM1 FOI - a 4pOptA -MVWE CMANNFL Watershed Boundary Fm - LAM MOOM FW - OAASANCA CMAFtdL F IO -SAMA ANA -SANTA FE OfM-rSL tl I_ 50VRIWFST?V OtAFO6y FIS -M MTLS CMAIC31 F IS -AFJ>= CMAYOM F It_ S�NIDAQIEN CMAMAi t I! - 3A 1m CANYON CMAldF1 IIJ -PrE CAIIYON CMAY04M FII - AG CMOtON CHAM'61 F If - sFN AMO C1tm CMA"a FSO- WFFEODCANTON CSN?M6 m -cu mAmm F2 - CEMML AV Cs1ANM1 m- MTTLL&VAU CANYON c WPg M -H=s CA.WONCRA Mi Oimm- NAAIOR VIEW DAN W - EAST COSTA WU OµM@L tiO] -SAMAt ELS CMAMffl GM -NN: C� WASH Attachment "B" lifornia Regional Water Quality Control Board Santa Ana Region NOTICE OF INTENT I. TO COMPLY WITH THE TERMS AND CONDITIONS OF THE GENERAL WASTE DISCHARGE REQUIREMENTS FOR SHORT -TERM GROUNDWATER - RELATED DISCHARGES AND DE MINIMUS WASTEWATER DISCHARGES TO SURFACE WATERS WI'T'HIN THE SAN DIEGO CREEK/NEWPORT BAY WATERSHED (Order No. R8- 2004 -0021, NPDES No. CAG998002) PERMITTEE (Person/Agency Responsible for the Discharge) Agency /Company Name: Street City Contact Person: Phone:. II. FACILITY Name: Location: Street Contact Person City a. Projected Flow Rate (gpd): ; b. Receiving Water (identify): III. BILLING INFORMATION (Where annual fee invoices should be sent) Agency /Company Name: Street State ZIP State ZIP City State ZIP Phone:—(_) IV. INDICATE EXISTING PERMIT NUMBER (if applicable) a. Individual permit Order No. NPDES No. b. General Permit Order No. 98 -67 C. Others (specify) V. NOTICE OF TERMINATION: I acknowledge that no notice of Termination will be fled and that compliance with the terms and conditions of this Order if and as amended, will be required and enforced until such time as requisite total nitrogen and selenium offsets thatpertain to the discharge are satisfactorily completed. VI. CERTIFICATION: I cert ify under penalty of law that I am an authorized representative of the permittee and that I have personally examined and am familiar with the information submitted in this application and all attachments and that, based on my inquiry of those persons immediately responsible for obtaining the information contained in the application, I believe the information is true, accurate and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment. In addition, I certify that the permittee will comply with the terms and conditions stipulated in Order No. R8- 2004 -0021 including the monitoring and reporting program issued by the Executive Officer of the Regional Board. Name and Official Signature: (type or print) Date: Remarks: If changes to facility ownership and/or treatment processes were made after the issuance of the existing permit, please provide a description of such changes on another sheet and submit it with this Notice of Intent. The person who signs Section VI- Certification shall meet the requirements of 40 CFR 122.22. 0 California Regional Water Quality Control Board Santa Ana Region GENERAL WASTE DISCHARGE REQUIREMENTS FOR SHORT -TERM GROUNDWATER - RELATED DISCHARGES AND DE MINIMUS WASTEWATER DISCHARGES TO SURFACE WATERS WITHIN THE SAN DIEGO CREEK/NEWPORT BAY WATERSHED Template Monitoring and Reporting Program No. R8- 2004 -0021 NPDES No. CAG998002 A. 1. Monitoring shall be in accordance with preservation shall be in accordanp"i[ii t - Examination of Water -nid V—aslelvater" [A' 2. 1 lab'rptot�analy$es shl b per$brred in accordance with test oceduunder 40 F 6' (r sed as of�May 1 , 19d9) I'(34deft ab ' ng Test Procedures for the na ysis of uta ts, r' prom lgat�d 6y iha' United States Environmental Protection gertcy P�1 ss Iotl se specified in this monitoring and reporting program RP) 1n ad o the Regional Board and/or EPA, at their discretion, may specify me o s that are more sensitive than those specified in 40 CFR 136. Unless otherwise specified herein, organic pollutants shall be analyzed using EPA method 8260, as appropriate. 3. Chemical, bacteriological, and bioassay analyses shall be conducted at a laboratory certified for such analyses by the State Department of Health Services or EPA or at laboratories approved by the Executive Officer of the Regional Board. 4. All analytical data shall be reported with method detection limits (MDLs) and with identification of either minimum levels, practical quantitation levels (PQLs) or limits of quantitation (LOQs). 5. Whenever the discharger monitors any pollutant more frequently than is required by this Order, the results of this monitoring shall be included in the calculation and reporting of the data submitted in the discharge monitoring report specified by the Executive Officer. 6. The discharger shall deliver a copy of each monitoring report in the appropriate format to: California Regional Water Quality Control Board Santa Ana Region 3737 Main Street, Suite 500 Riverside, CA 92501 -3348 M&RP No. R8- 2004 -0021, AS No. CAG 998002 • Page 2 of 6 Discharges Within the San Diego Creek/Newport Bay Watershed 7. The discharger shall assure that records of all monitoring information are maintained and accessible for a period of at least five years from the date of the sample, report, or application. This period of retention shall be extended during the course of any unresolved litigation regarding this discharge or by the request of the Board at any time. Records of monitoring information shall include: a. The date, .exact place, and time of sampling or measurements; b. The individual(s) who performed the sampling, and/or measurements; C. The date(s) analyses were performed; d. The individual(s) who performed the analyses; e. The analytical techniques or methods used; f All sampling and analytical results; g. All monitoring equipment calibration and maintenance records; h. All original strip charts from continuous monitoring devices; i. All data used to complete the application for this Order; and, j. Copies of all reports required by this Order. S. A "grab" sample is defined as any individual sample collected in less than 15 minutes. 9. Weekly samples shall be collected on any representative day of each week. 10. Monthly samples shall be collected on a representative day of the month. 11. Quarterly samples shall be collected in January, April, July, and October. 12. Semi - Annual samples shall be collected at the initiation of the project for the first sample and during January and July thereafter. 13. Annual samples shall be collected on the month the discharge authorization letter was issued. B. EFFLUENT MONITORING The discharger shall visually monitor and record all flows and the duration of all waste discharges. 2. A sampling station shall be established at the discharge point. This station sMI be located where representative samples can be obtained before the discharge mixes with the receiving waters. The following shall constitute the effluent monitoring program: M &RP No. R8- 2004 -0021, NPDONo. CA 998001 . Page 3 of 6 Discharges Within the San Diego Creek/Newport Bay Watershed a. For all groundwater related wastewater discharges resulting from activities described in Finding 6. a., of the Order: ' Not applicable if all wastewater will percolate prior to reaching receiving waters. z Only forgroundwater dewatering projects in the vicinity of active sewer lines. 3 Only groundwater dewatering projects in an area where gasoline leaks, spills, or contamination has occurred, or where active groundwater remediation projects are occurring (e.g. gasoline service station leaking underground storage tank), or when gasoline diesel powered engines are used in the dewatering operation. Type of Minimum Frequency of Constituent Sample Units Sam lin &Anal. sis Flow Flowmeter GPD Dail During the first 30 minutes of each discharge and as directed Total Suspended Solids' Grab mg/1 by the Executive Officer, thereafter Sulfide " " Oil and Grease Coliform Organisms MPN " Methylene Blue Activated m g/l « Substances AS 3 " Total Hardness " Total Nitrogen Total Petroleum Hydrocarbons " Total Arsenic l See B.3., below Total Recoverable Selenium " " Total Recoverable Cadmium « Total Chromium « Total Recoverable & Dissolved « Copper Total Recoverable & Dissolved « « Lead Total Recoverable Nickel " Total Recoverable Mercury" Total Recoverable & Dissolved « « Zinc " Total PCBs " Total DDTs Total Chlordane " Dieldrin " g « Unit " Tem erature C " Dissolved Oxygen Grab m " Total Alkalinity mg CaCO3/1 Annually Electrical Conductance mhos/cm " ' Not applicable if all wastewater will percolate prior to reaching receiving waters. z Only forgroundwater dewatering projects in the vicinity of active sewer lines. 3 Only groundwater dewatering projects in an area where gasoline leaks, spills, or contamination has occurred, or where active groundwater remediation projects are occurring (e.g. gasoline service station leaking underground storage tank), or when gasoline diesel powered engines are used in the dewatering operation. M &RP No. R8- 2004 -0021, AS No. CA 998002 • Page '4 of 6 Discharges Within the San Diego Creek/Newport Bay Watershed Constituent Type of Sam le Units Minimum Frequency of Sam lin &Anal sis Chloride Grab m Annually Sulfate Flowmeter GPD " Total Organic Carbon " Total Dissolved Solids Grab mg/l " Toxa hene " b. For wastewater discharges resulting from activities described in Finding 6.b. of the Order: Constituent Type of Units Minimum Frequency of Sam le Sam lm & Anal sis Flow Flowmeter GPD Dail During the first 30 minutes of Total Suspended Solidsl Grab mg/l each discharge and as directed by the Executive Officer, thereafter Total Residual Chlorine 1,4 " Total Petroleum II drocarbons " Oil and Grease " 3. Minimum frequency of sampling & analysis: a. For projects, that discharge wastewater at. 1 million gallons per day (mgd) or more, daily grab samples for four consecutive days shall be taken and analyzed individually for the constituent required to be monitored. Subsequent samples shall be taken and analyzed once quarterly, unless directed otherwise by the Regional Board Executive Officer. If the discharge does not last for more than a day, one composite sample taken for the duration of the discharge shall be analyzed; b. For all other projects discharging wastewater at less than 1 mgd, weekly sampling and analyses shall be conducted for the first month. Subsequent sampling and analyses shall be conducted once quarterly, unless directed otherwise by the Regional Board Executive Officer. 4. Total nitrogen and total recoverable selenium offset monitoring and reporting: a. The discharger with an approved offset program shall assure that the facility conducting the offset monitors the daily flow and at least once monthly, conduct sampling and testing for total recoverable selenium and total nitrogen. These data shall be recorded on a permanent log. 4 Unless it is known, that chlorine is not in the discharge. M &RP No. R8- 2004 -0021, NAI No. CAG 998002 • Page 5 of 6 Discharges Within the San Diego Creek/Newport Bay Watershed b. Provide documentation necessary to demonstrate that implementation of the offset(s) results in requisite reduction of total nitrogen and selenium as applicable. C. If no offset occurs during the monitoring period, a letter to that effect shall be submitted in lieu of a monitoring report. The letter shall include a justification for the failure to provide the offset. C. REPORTING REQUIREMENTS Five days prior to any discharge from locations already reported, the discharger shall notify the Regional Board staff by phone or by a fax letter indicating the date and time of the proposed discharge. 2. Five days prior to any planned discharges from locations not yet reported, the discharger shall notify the Regional Board staff by phone or by a fax letter indicating the following: a. Specific type of the proposed wastewater discharge (see listing on Finding 6. of the Order); b. The estimated average and maximum daily flow rates; C. The frequency and duration of the discharge; d. The affected receiving water(s); e. A description of the proposed treatment system (if appropriate); and f. A description of the path from the point of initial discharge to the ultimate location of discharge (fax a map if possible); 3. Monitoring reports shall be submitted by the 30th day of each month. The monitoring reports shall cover the previous month's monitoring activities and shall include: a. The daily flow data; b. The depth from which groundwater is extracted as measured from ground surface elevation, including Global Positioning System coordinates for discharge point(s); C. A brief description of the type of dewatering activity (e.g. well construction, well purging, dewatering for foundation, etc.); d. The results of all laboratory analyses for constituents required to be monitored (see Section B. above); C. Calculations of removal rate for total nitrogen, and total suspended solids; f. A summary of the discharge activities (when and where discharged occurred, description of type of discharge, etc.) including a report detailing the discharger's compliance or noncompliance with the requirements of the general permit and discharge authorization letter; . For those unplanned discharges, as much prior notification as possible is required before any discharge is initiated M &RP No. R8- 2004-0021, AS No. CA 998002 � Page 6 of 6 Discharges Within the San Diego Credh/Newport Bay Watershed - g. Total nitrogen and total recoverable selenium offset monitoring report described in B.4., above; and h. For every item where the requirements of the general permit and discharge authorization letter are not met: 1) A statement of the actions undertaken or proposed which will bring the discharge into full compliance with requirements at the earliest time; and 2) A timetable for implementing the proposed actions. 4. If no discharge occurs during the previous monitoring period, a Setter to that effect shall be submitted in lieu of a monitoring report. 5. All reports shall be arranged in a tabular format to clearly show compliance or noncompliance with each discharge specification. 6. All reports shall be signed by a responsible officer or duly authorized representative of the discharger and shall be submitted under penalty of perjury. Ordered by Gerard J. Thibeault Executive Officer August 13.2004