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HomeMy WebLinkAboutC-8515-2 - Irvine Avenue Pavement Rehabilitation Project ContractNovember 27, 2019 R.J. Noble Company Attn: Craig Porter 15501 E. Lincoln Avenue Orange, CA 92865 Subject: Irvine Avenue Pavement Rehabilitation C-8515-2 Dear Mr. Porter: CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAx newportbeachca.gov On November 27, 2018, the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on November 28, 2018 Reference No. 2018000445571. The Surety for the contract is Western Surety Company and the bond number is 30044119. Enclosed is the Faithful Performance Bond. Sincerely, ,A� Leilani I. Brown, MMC City Clerk Enclosure Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 30044119 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ N/A , being at the rate of $ N/A thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to R.J. Noble Company hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consisting of mobilization and demobilization; best management practices (BMP); traffic control implementation; staking, survey monument restoration, and survey monument adjustments; dewatering; utility company coordination and utility verification; removal of existing roadway, drainage and utility improvements; subgrade preparation, cold milling of existing asphalt pavement roadway; construction of asphalt concrete (AC) pavement, asphalt rubberized hot mix (ARHM) pavement, local pavement section repairs, plain cement concrete (PCC) driveway approaches, PCC alley intersections, PCC cross gutters, decorative PCC median pavement, PCC curb ramps, truncated domes, PCC curb and gutter, PCC median curb, parkway drains, landscaping and irrigation improvements, utility relocations and adjustments, monitoring well adjustments, drainage improvements, traffic signage improvements, striping and painted curb improvements, and traffic signal improvements; as -built plan preparation, and all other work required by the contract documents in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Western Surety Company , duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Two Million Four Hundred Fifty Nine Thousand Eight Hundred Twenty Five Dollars and 00/100 ($2,459,825.00) 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, R.J. Noble Company Page B-1 as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond, otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 5th day of July ,20 18, R.J. NOBLE COMPANY Name of Contractor (Principal) Western Surety Company Name of Surety 2020 Main Street, Suite 750, Irvine, CA 92614 Address of Surety 866-404-7926 Telephone X Authoriz S&fiaturefTitle STEVE SECRETARY f!A t6 � `gent Signature James Scott Salandi, Attorney-in-fact Print Name and Title R.J. Noble Company Page B-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the Identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 07/06/2018 Date before me, J. DE IONGH, NOTARY PUBLIC personally appeared STEVE MENDOZA Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ieo,, 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. Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and Signature J. DE IONGH OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ___ El Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator n Other Signer Is Representing: Signer's Name: _— _—e-- ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ' J. DE ION&I Commission # 21':'. `. <:-ad R Notary Public - Gwti - � Orange Connll! My Gomm. Expires Oct )?5 �4ssr^ Place Notary Seal Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and Signature J. DE IONGH OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ___ El Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator n Other Signer Is Representing: Signer's Name: _— _—e-- ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On JUL 0 5 2018 before me, Annette Lisa Romero, a Notary Public (insert name and title of the officer) personally appeared James Scott Salandi, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose name(A) is/ares subscribed to the within instrument and acknowledged to me that he/skooiolvy executed the same in his/aeMkoir authorized capacity(k*, and that by his/k6rANeir signature(%) on the instrument the person(%), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ANNETTE LISA ROMERO COMM. # 2244076 NOTARY PUBLIC CALIFORNIA r ORANGE COUNTY N My cow. e)4as May. 26, 2022 f APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE By. 10c P UIv (� Aa n C'Harp o as+8 Cit Attorney NOTARYACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED R.J. Noble Company Page B-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of }ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California (seal) County of t ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) R.J. Noble Company Page B-4 February 1, 2019 R.J. Noble Company Attn: Craig Porter 15501 E. Lincoln Avenue Orange, CA 92865 Subject: Irvine Avenue Pavement Rehabilitation C-8515-2 Dear Mr. Porter: CITY OF NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAx newportbeachca.gov On November 27, 2018 the City Council of Newport Beach accepted the work for the subject project and authorized the City Clerk to file a Notice of Completion, to release the Labor & Materials Bond 65 days after the Notice of Completion had been recorded in accordance with applicable portions of the Civil Code, and to release the Faithful Performance Bond one year after Council acceptance. The Notice of Completion was recorded by the Orange County Recorder on November 28, 2018, Reference No. 2018000445571. The Surety for the bond is Western Surety Company and the bond number is 8246-12-73. Enclosed is the Labor & Materials Payment Bond. Sincerely, Leilani I. Brown, MMC City Clerk Enclosure Executed in Duplicate CITY OF NEWPORT BEACH BOND NO. 30044119 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to R.J. Noble Company hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consisting of mobilization and demobilization; best management practices (BMP); traffic control implementation; staking, survey monument restoration, and survey monument adjustments; dewatering; utility company coordination and utility verification; removal of existing roadway, drainage and utility improvements; subgrade preparation, cold milling of existing asphalt pavement roadway; construction of asphalt concrete (AC) pavement, asphalt rubberized hot mix (ARHM) pavement, local pavement section repairs, plain cement concrete (PCC) driveway approaches, PCC alley intersections, PCC cross gutters, decorative PCC median pavement, PCC curb ramps, truncated domes, PCC curb and gutter, PCC median curb, parkway drains, landscaping and irrigation improvements, utility relocations and adjustments, monitoring well adjustments, drainage improvements, traffic signage improvements, striping and painted curb improvements, and traffic signal improvements; as -built plan preparation, and all other work required by the contract documents in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, Western Surety Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Two Million Four Hundred Fifty Nine Thousand Eight Hundred Twenty Five Dollars and 001100 ($2,459,825.00) 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 R.J. Noble Company Page A-1 Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 5th day of July , 20 18, R.J. NOBLE COMPANY Name of Contractor (Principal) Western Surety Company Name of Surety 2020 Main Street, Suite 750, Irvine, CA 92614 Address of Surety 866-404-7926 Telephone X A Authorize, Si ature/Title S'I'EVE MENDOZA;SECRE'CARY ,,Whofized Agent Signature James Scott Salandi, Attorney-in-fact Print Name and Title R.J. Noble Company Page A-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which thiscertificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 07/06/2018 before me, 1. DE IONGH, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEVE MENDOZA Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s} whose names} is/arc subscribed to the within instrument and acknowledged to me that he/she/they-executed the same in his/herAheir authorized capacity(es} and that by his/her/their signature(oon the instrument the person(s); or the entity upon behalf of which the person(s) acted, executed the instrument. ..i; .. J DL 10 Null f,E Commission # 21.'. ~u Notary Public C,11W � Orange County A� My Comm. Expires Oct28, 201 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and Signature J. DE IONGH Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document:®_ Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: __ L1 Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: _ Signer Is Representing: Signer's Name: [I_�__� Corporate Officer — Title(s) ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: - ---- 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange ) On JUL 0 5 2010 before me, Annette Lisa Romero, a Notary Public (insert name and title of the officer) personally appeared James Scott Salandi, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the persons) whose name(s) is/aro subscribed to the within instrument and acknowledged to me that he/suoitlw� executed the same in his/heMkok authorized capacity(k*, and that by his/kar tMek signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ANNETTE LISA ROMERO COMM. # 2244076 NOTARY PUBLIC CALIFORNIA ORANGE COUNTY N My comm, egoes May. 26, 2022 t APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 07..2r-r/S _ By: A Akrbn C. Harp City Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED R.J. Noble Company Page A-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ss. On , 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. (seal) State of California County of }ss. On , 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) R.J. Noble Company Page A-4 V lestern Surety C:orr�any POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By Those Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it docs by virtue of the signature mad seal herein affixed hereby make., constitute and appoint James Scott Salandi, Leonard Ziminsky, David Jacobson, Individually of Irvine, CA, its tum and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar rahrre - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, am hereby ratified and continued. This Power of Attomsey is made and executed purnrant to and by authority of the By -Law printed on the reverse luecof, duly adopted, as indicated, by tire shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has consent these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 21st day of June, 2017. yraare WESTERN SURETY COMPANY sv°t'w°p A-P 4irH,x� aul T. Bmflat, Vice President State of South Dakota County of Minuehehn On this 21st day of June, 2017, before me personally carne Paul T. Bmflat, to me low", who, being by me duly swum, did depose and say; that he resides in the City of Sioux Falls, State of south Dakota; that he is the Vice Presided of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal, that it was an affixed pursuant to authority given by the Board of Dhootors of said corporation amf that he signed his name thereto purmarrt to like authority, and acknowledges lama to be the act and decd of said corporation. My commission mphm J. MOMR Joe 23, 2021 r �' J(1MMoohrr, Notary Public CERTIFICATE 1, L Nelson, Assistant Secretary of WESTERN SURETY COMPANY de heehy certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof isn whereof I have hereunto subscribed my [more and affixed the seal of the said corporation this _-. ___ day of it t fn y �"a^^ WESTERN SURETY COMPANY $EA��e 3t ��NiaOxr°F t_t11i �- Firm 114280-7-2012 L Nelsor, Assistant Sa;rerary Batch 4027642 Confirmation RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Page 1 of 2 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1[1111111111IIIIIIIIIIIIIIIIIIIIII NO FEE .$ R 0 0 1 0 4 9 6 3 5 5$. 2011800044557112:19 pm 11/28/18 90 SC5 N12 1 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.00 0.00 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and R.J. Noble Company, Orange, California, as Contractor, entered into a Contract on June 26, 2018. Said Contract set forth certain improvements, as follows: Irvine Avenue Pavement Rehabilitation - C-8515-2 Work on said Contract was completed, and was found to be acceptable on November 27. 2018, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Western Surety Company. City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on 1 VVYQ t !/Vr r�10 at Newport Beach, California. MR db%-) l l/rm---- City Clerk https://gs.secure-recording.com/Batch/ConfirmatiotV4027642 11/28/2018 RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 "Exempt from recording fees pursuant to Government Code Section 27383" NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive, Newport Beach, California, 92660, as Owner, and R.J. Noble Company, Orange, California, as Contractor, entered into a Contract on June 26, 2018. Said Contract set forth certain improvements, as follows: Irvine Avenue Pavement Rehabilitation - C-8515-2 Work on said Contract was completed, and was found to be acceptable on November 27, 2018, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Western Surety Company. BY Public Works Director City of Newport Beach VERIFICATION I certify, under penalty of perjury, that the foregoing is true and correct to the best of my knowledge. Executed on I V �Y�VI� �,U at Newport Beach, California. M 6 &-) bm— Citx/ Clerk CITY OF NEWPORT BEACH NOTICE INVITING BIDS Sealed bids shall be submitted electronically via PlanetBids to office of the City Clerk, 100 Civic Center Drive, Newport Beach, CA 92660 By 10:00 AM on the 7th day of June 2018, at which time such bids shall be opened and read for IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 $2,700,000 Engineer's Estimate • g Approved by ark Vukojevic City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: hftp://www.planetbids.com/portal/portal.cfm?CompanylD=22078 Hard copy plans are available via Mouse Graphics at (949) 548-5571 659 W. 19th Street, Costa Mesa, CA 92627 Contractor License Classification(s) required for this project. "A" For further information, call Frank Tran, Project Manager at (949) 644-3340 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: http://newportbeachca.gov/government/open-transparent/online-services/bids-rfps- vendor-registration City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 TABLE OF CONTENTS NOTICEINVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS...................................................................................... 3 BIDDER'S BOND............................................................................................................ 6 DESIGNATION OF SUBCONTRACTOR(S)................................................................... 9 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD....................................................15 ACKNOWLEDGEMENT OF ADDENDA.......................................................................18 INFORMATION REQUIRED OF BIDDER.....................................................................19 NOTICE TO SUCCESSFUL BIDDER........................................................................... 21 CONTRACT.................................................................................................................. 22 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS.................................................................Exhibit C PROPOSAL.............................................................................................................. PR -1 SPECIALPROVISIONS............................................................................................ SP -1 Appendix A — Structural Pavement Investigation Report Appendix B — Roadway Cross -Sections 2 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 INSTRUCTIONS TO BIDDERS 1. The following documents shall be completed, executed, uploaded and received by the City Clerk via PlanetBids in accordance with NOTICE INVITING BIDS: INSTRUCTIONS TO BIDDERS BIDDER'S BOND (Original copies must be submitted to the City Clerk's Office) DESIGNATION OF SUBCONTRACTORS ACKNOWLEDGEMENT (Subcontractor information to be submitted via PlanetBids) CONTRACTOR'S INDUSTRIAL SAFETY RECORD INFORMATION REQUIRED OF BIDDER ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO BID OPENING DATE (if any; Contractor shall confirm via PlanetBids) TECHNICAL ABILITY AND EXPERIENCE REFERENCES NON -COLLUSION AFFIDAVIT DESIGNATION OF SURETIES PROPOSAL ACKNOWLEDGEMENT (Line Items to be completed via PlanetBids) The City Clerk's Office will open and read the bid results from PlanetBids immediately following the Bid Opening Date (Bid Due Date.) The Bid Results are immediately available to the public via PlanetBids following the Bid Opening Date (Bid Due Date). Members of the public who would like to attend this reading may go to Bay E, 2"d Floor of the Civic Center (Located at 100 Civic Center Dr.) 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. Original copies must be submitted to the City Clerk's Office. 3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed above. Bidders are advised to review their content with bonding and legal agents prior to submission of bid. 4. BIDDER'S BOND shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. The successful bidder's security shall be held until the Contract is executed. Original copies must be submitted to the City Clerk's Office by the Bid Opening Date. 5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to allow the comparison of total bid prices. 6. 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 3 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. 7. The City of Newport Beach reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Pursuant to Public Contract Code Section 22300, at the request and expense of the Contractor, securities shall be permitted in substitution of money withheld by the City to ensure performance under the contract. The securities shall be deposited in a state or federal chartered bank in California, as the escrow agent. 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 — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 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. No contractor or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code section 1771.1(a)]. 11. No contractor or subcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code section 1725.5. 12. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations. 13. All documents shall bear signatures and titles of persons authorized to sign on behalf of the bidder. For corporations, the signatures shall be of a corporate officer or an individual authorized by the corporation. For partnerships, the signatures shall be of a general partner. For sole ownership, the signature shall be of the owner. 14. Pursuant to Public Contract Code section 9204, for any demand by contractor, whether on behalf of itself or a subcontractor that lacks privity of contract with the City but has requested that contractor proceed on its behalf, sent by registered mail or certified mail return receipt requested for a time extension, payment by the City for money or damages arising from work done by, or on behalf of, the contractor and payment for which is not otherwise expressly provided or to which the claimant is not otherwise entitled, or for payment of an amount that is disputed by the City, the following is a summary of the claims resolution process to be applied: A. The City shall review the claim and, within 45 days, shall provide a written statement identifying the portions of the claim that are disputed and undisputed. This time period may be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time 4 period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the remaining disputed portion. If mediation is unsuccessful, any remaining disputed portion shall be addressed using procedures outside of Public Contract Code section 9204. D. Failure by the City to meet the time requirements herein shall result in the claim being rejected in its entirety and shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant. The signature below represents that the above has been reviewed. 782908 CLASS A & C-12 Contractor's License No. & Classification 1000004235 06/30/2018 DIR Reference Number & Expiration Date R.J. NOBLE COMPANY Bidder 5 X Authorize Sign ure/TltleSTEVE MENDOZA, SECRETARY JUNE 7, 2018 Date City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 BIDDER'S BOND We, the undersigned Principal and Surety, our successors and assigns, executors, heirs and administrators, agree to be jointly and severally held and firmly bound to the City of Newport Beach, a charter city, in the principal sum of ten percent of amount bid ---------------------------------------- -------------------------------- Dollars ($ 10% ), to be paid and forfeited to the City of Newport Beach if the bid proposal of the undersigned Principal for the construction of IRVINE AVENUE PAVEMENT REHABILITATION, Contract No. 8515-2 in the City of Newport Beach, is accepted by the City Council of the City of Newport Beach and the proposed contract is awarded to the Principal, and the Principal fails to execute the Contract Documents in the form(s) prescribed, including the required bonds, and original insurance certificates and endorsements for the construction of the project within thirty (30) calendar days after the date of the mailing of "Notification of Award", otherwise this obligation shall become null and void. If the undersigned Principal executing this Bond is executing this Bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. Witness our hands this 31 st R.J. NOBLE COMPANY Name of Contractor (Principal) Western Surety Company Name of Surety 2020 Main St., #750, Irvine, CA 92614 Address of Surety 866-404-7926 Telephone day of May , 2018. ETARY Agent Signature James Scott Salandi, Attorney-in-fact Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) M CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 06/01/2018 Date before me, . J. DE IONGH, NOTARY PUBLIC personally appeared STEVE MENDOZA Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/are- subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/her/their authorized capacity(ies}, and that by his/her/t-heir signature(s}on the instrument the person(s); or the entity upon behalf of which the person(e) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. J. OE IONGH WITNESS my hand and offici seal. Commission IIF 2128504 _ Notary Public - California A z Orange county ry: Signature f My Comm. Ex fires Oct 28, 2019 �x Signatu tar; Public J. DE IONGH Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: -_-._..__..___- ... ........ ___ __...... _.._--_-_ Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — C Limited F-1 General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): CI Partner — ❑ Limited C General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On MAY 3 1 2018 before me, Michele A. Fedoruk, Notary Public (insert name and title of the officer) personally appeared James Scott Salandi, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the person(g) whose name($) is/asst subscribed to the within instrument and acknowledged to me that he/�Ve" executed the same in hislhat hok authorized capacity(i*, and that by his/NaMhek signature(%) on the instrument the person(%), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) .�- ------------- MICHELE A. fEDORUK s' Notary Public - California W Orange County f Commission # 2238042 My Comm. Expires Apr 14, 2022 l Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint James Scott Salandi, Leonard Ziminsky, David Jacobson, Individually of Irvine, CA, its true and lawful Attorney(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 21 at day of June, 2017. ,»r WESTERN SURETY COMPANY 0#1 n � auk T. Bmflat, Vice President State of South Dakota ss County of Minnehaha On this 21st day of June, 2017, before me personally came Paul T. Bruflat, to me known, who, being by me duly sworn, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SURETY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOHR ,-q June 23, 2021 W� �+ J. Mohr, Notary Public CERTIFICATE I, L. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By -Law of the corporation printed on the reverse hereof is still in force. In testimony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of MAY 3 WESTERN SURETY COMPANY Ulm qf� �-V r: A» o • Form F4280-7-2012 L. Nelson, Assistant Secretary Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 DESIGNATION OF SUBCONTRACTOR(S) - AFFADAVIT State law requires the listing of all subcontractors who will perform work in an amount in excess of one- half of one percent of the Contractor's total bid. If a subcontractor is not listed, the Contractor represents that he/she is fully qualified to and will be responsible for performing that portion of the work. Substitution of subcontractors shall be made only in accordance with State law and/or the Standard Specifications for Public Works Construction, as applicable. Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. The Bidder, by signing this designation, certifies that bids from the subcontractors as listed in the Bidder's electronic bid have been used in formulating the bid for the project and that these subcontractors will be used subject to the approval of the Engineer and in accordance with State law. No changes may be made in these subcontractors except with prior approval of the City of Newport Beach. R.J. NOBLE COMPANY Bidder 01 X ou&-X-� Authorized gnat e/Title STEVE MEN 07, SECRETARY City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 TECHNICAL ABILITY AND EXPERIENCE REFERENCES Contractor must use this form!!! Please print or type. Bidder's Name R.J. NOBLE COMPANY FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE. For all public agency projects you have worked on (or are currently working on) in the past 2 years in excess of $120,000, provide the following information: No. 1 Project Name/Number LINCOLN AVENUE, BROOKHURSTTO EUCLID Project Description AC PAVING OF LINCOLN AVENUE Approximate Construction Dates: From 02/2016 Agency Name CITY OF ANAHEIM Contact Person JOSE CORTEZ To: 06/2016 Telephone ( 71(1 765-5039 Original Contract Amount $1,541,959.6�inal Contract Amount $ 1,564,263.00 If final amount is different from original, please explain (change orders, extra work, etc.) EXTRA WORK Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO 10 No. 2 Project Name/Number 2014-15 STREET REHABILITATION CITY PROJECT NO 15-05 Project Description ASPHALT PAVING OF VARIOUS STREETS IN THE CITY LIMITS Approximate Construction Dates: From 04/2016 Agency Name CITY OF COSTA MESA Contact Person IRINA GUROVICH To: 05/2017 Telephone ( 714) 754-5324 Original Contract Amount $1,536,928.c}6inal Contract Amount $ 2,046,391.00 If final amount is different from original, please explain (change orders, extra work, etc.) CHANGE ORDER, PULVERIZED MATERIAL Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO No. 3 Project Name/Number VALENCIA DRIVE, BASQUE AVE TO EUCLID Project Description AC PAVING OF VALENCIA DRIVE BASQUE AVE TO EUCLID Approximate Construction Dates: From 02/2016 To: 07/2016 Agency Name CITY OF FULLERTON Contact Person ALLISON TRAN Telephone ( 714 738-6845 927,348.00 1,107),177.25 Original Contract Amount $ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) CHANGE IN QUANTIES Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO 11 No. 4 Project Name/Number CUT OFF WALL & PAVEMENT REHABILITATION FOR PIER F BERTHS 203-206 Project Description AC PAVING, SOIL TESTING & REMOVALS SURVEY, & ELECRICAL WORK Approximate Construction Dates: From 10/2015 Agency Name PORT OF LONG BEACH To: 06/2016 Contact Person SUZANNE PLEZIA Telephone (562) 283-7000 4,259,412.40 4,361,320.00 Original Contract Amount $ Final Contract Amount $ If final amount is different from original, please explain (change orders, extra work, etc.) ADDITINAL POTHOLING & EXTRA WORK 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. NONE No. 5 CIVIC CENTER DRIVE REHABILITATION Project Name/Number Project Description ASPHALT PAVING AND CIVIC CENTER DR REHABILITATION Approximate Construction Dates: From Agency Name CITY OF NORWALK JOHN TRAN Contact Person 04/2016 To: 09/2016 Telephone (562) 929-5345 Original Contract Amount $662,965.00 Final Contract Amount $ 714,363.00 If final amount is different from original, please explain (change orders, extra work, etc.) CHANGE ORDER: R & R HANDICAP RAMP, ADDED THERMO TO STRIPING 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. NONE 12 No. 6 Project Name/Number TYLER STREET Project Description STREET IMPROVEMENTS OF TYLER STREET Approximate Construction Dates: From 11/2015 Agency Name CITY OF RIVERSIDE Contact Person STEVE HOWARD To: 06/2016 Telephone (951) 826-5567 Original Contract Amount $5,872,373.OPinal Contract Amount $6,045,243.00 If final amount is different from original, please explain (change orders, extra work, etc.) CHANGE ORDERS: SEWER LATERALS, STORM DRAIN, LOWER WATER LINE, INSTALL VAULT, TRENCHING Did you file any claims against the Agency? Did the Agency file any claims against you/Contractor? If yes, briefly explain and indicate outcome of claims. NO Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor. PLEASE SEE THE ATTACHED RESUMES FOR CHUCK SPIERS & KORI PORTER 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. R.J. NOBLE COMPANY Bidder 13 X Authorize ign ure/Title STEVE MEN OZA, SECRETARY il 1 NO i - Comp ,on ,pn Chuck Spiers 15505 E. Lincoln Ave. Orange, CA 92865 Office: (714) 637-1550 Email: chuckspiers@rjnoblecompany.com EXPERIENCE General Superintendent R.J.Noble Company, Orange, CA, 2003 - Current - Plan, direct, and manage designated projects - Ensure that objectives are accomplished in accordance with outlined priorities - Oversee daily job operations for multiple projects Foreman R.J.Noble Company, Orange, CA, 2000 - 2003 - Delegate responsibilities and designed time schedules - Order material & equipment on a daily basis Operator Matich Corp., San Bernardino, CA 1989-2000 EDUCATION High School - Hemet High School, Class of 1988 PROFESSIONAL - CPR Certified, Expires 01/2018 TRAINING & CERTS - Fundamentals of Successful Project Management, 02/2014 RECENT ACCOMPLISHMENTS Recently Completed Projects for RJ Noble - City of Huntington Beach Argosy, Yorktown & 6th St - City of Irvine Street Rehab - City of Huntington Beach Main, Talbert & Heil - Port of Long Beach Pier F Cutoff Wall Dec -15 Contract Amount: $1,800,000 Oct -15 Contract Amount : $5.1 million Feb -17 Contract Amount: $2.6 million Sep -16 Contract Amount: $4 million fi RoR.l, K NOBLE Compn 0�004 Kori Porter 15505 E. Lincoln Ave. Orange, CA 92865 Office: (714) 637-1550 Email: koriporter@rjnoblecompany.com EXPERIENCE Project Engineer R.J.Noble Company, Orange, CA, 2005 - Current - Oversee multiple construction projects from beginning to end - Manage all subcontractors compliance on project - Maintain daily job costs for multiple projects - Maintain project schedules, budgets, and compliance EDUCATION Post Bachelorette - Masters of Science, Civil Engineering, Class of 2014 California State University, Fullerton RECENT ACCOMPLISHMENTS College - Bachelor of Arts, Business Management, Class of 2005 California State University, Fullerton High School - Esperanza High School, Class of 2000 Recently Completed Projects for RJ Noble - City of Yorba Linda La Palma Ave - City of Dana Point Annual Resurfacing - City of Orange Annual Pavement Maint - County of Orange Ladera Ranch Apr -16 Contract Amount: $2.1 million Jun -16 Contract Amount: $2.1 million Jul -16 Contract Amount: $3.7 million Feb -17 Contract Amount: $3.4 million City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 NON -COLLUSION AFFIDAVIT State of California ) ss. County of ORANGE ) STEVE MENDOZA being first duly sworn, deposes and says that he NR)site is SECRETARY of R.J. NOBLE COMPANY , the party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that party making the foregoing bid; that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, 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 that the foregoing is true and correct. R.J. NOBLE COMPANY x Bidder Authorized Ign e/Tltle STEVE MENDOZA, SECRETARY Subscribed and sworn to (or affirmed) before me on this 7TH day of JUNE 2018 by STEVE MENDOZA , proved to me on the basis of satisfactory evidence to be the persorl gs who appeared before me. I certify under PENALTY OF PERJURY under the laws of the State of California that the forging paragraph is true and correct. x Notary Public J. DE IONGH [SEAL] �J+DE�IONil GH , Commission #E 2128504 < -m Notary Public - California z Z ' Orange County n NlComm. Expires Oct 28,201 14 My Commission Expires: 10/28/2019 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 DESIGNATION OF SURETIES Bidder's name R.J. NOBLE COMPANY 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): PATRIOT RISK & INSURANCE SERVICES 2415 CAMPUS DRIVE SUITE 200, IRVINE, CA 92612 SCOTT SALANDI 949-486-7917 WESTERN SURETY 915 WILSHIRE BLVD STE. 1650 LOS ANGELES, CA 90017 DAN MAJAM 866-404-7926 15 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL Bidder's Name R.J. NOBLE COMPANY 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. it. Current Record Record Record Record Record Year of for for for for for Record 2017 2016 2015 2014 2013 Total 2018 No. of contracts 26 92 100 83 100 109 510 Total dollar Amount of 35 90 84 93.5 95 94 491.50 Contracts (in MILLION MILLIO MILLION MILLION MILLION MILLION MILLION Thousands of $ No. of fatalities NONE------ --------- --------- ------------------ ONE ------- --ONE No. of lost WorkdayCases NONE ----- --------------------------------------------------- --------------- ------------------ NONE No. of lost workday cases NONE----- -------------- ----------------- ---------------- --------------- --------------- --NONE involving permanent transfer to another job or termination of employment The information required for these items is the same as required for columns 3 to 6, Code 10, Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102. it. Legal Business Name of Bidder R.J. NOBLE COMPANY Business Address: 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 Business Tel. No.: 714-637-1550 State Contractor's License No. and Classification: 782908 CLASS A & C-12 EXP 08/31/2018 Title X STEVE MENDOZA, SECRETARY The above information was compiled from the rep6rdsVat 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 CRAIG PORTER, SENIOR VICE PRESIDENT Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. (NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHED] 17 CALIFORNIA• • • • • iAS.G\t.i\t.Y\t.m-4=-t.V�" .G\S.G\ *t-:. _ t-tG t_,v._ . i v� \L v.t _:, ,Y\. .:\'., , .vl A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 06/07/2018 Date before me, J. DE IONGH, NOTARY PUBLIC personally appeared CRAIG PORTER Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(* whose names} is)are- subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/her/their authorized capacity(ie*,, and that by his/her/their signature(oon the instrument the person(s); or the entity upon behalf of which the person(s) acted, executed the instrument. J. DE IONGH Commission N 2128504 i7 - 4Z Notary Public - California z Orange County n My Comm. Expires Oct 28, 2019 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Signat tary Public J. DE IONGH Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _,,,,,,_,______—_ Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual 1 Attorney in Fact ❑ Trustee I Guardian or Conservator F-1 Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): - Partner — ❑ Limited ❑ General ❑ Individual :] Attomey in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 06/07/2018 Date before me, personally appeared STEVE MENDOZA J. DE IONGH, NOTARY PUBLIC Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/are- subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/her/their authorized capacity(ies} and that by his/her/their signature(s}on the instrument the person(s); or the entity upon behalf of which the person(s) acted, executed the instrument. J. DE IONGH Commi6sion N 2128504 - s Notary Public - California z " •:'`f' Orange County My Comm. Expires Oct 28, 2019 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature J. DE IONGH Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Number of Pages: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 ACKNOWLEDGEMENT OF ADDENDA Bidder's name R.J. NOBLE COMPANY The bidder shall signify receipt of all Addenda here, if any, and attach executed copy of addenda to bid documents: Addendum No. Date Received Signature W. City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 INFORMATION REQUIRED OF BIDDER Bidder certifies under penalty of perjury under the laws of the State of California that the following information is true and correct: Name of individual Contractor, Company or Corporation: R.J. NOBLE COMPANY Business Address: 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 Telephone and Fax Number: 714-637-1550 OFFICE PHONE 714-637-6321 OFFICE FAX California State Contractor's License No. and Class: 782908 CLASS A & C-12 (REQUIRED AT TIME OF AWARD) Original Date Issued: AUGUST 2000 Expiration Date: AUGUST 31, 2018 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: JACOB BREEDLOVE, SENIOR ESTIMATOR The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and company or corporate officers having a principal interest in this proposal: Name Title Address Telephone MICHAEL J. CARVER, PRESIDENT 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 714-637-1550 CRAIG PORTER, SENIOR VICE PRESIDENT 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 714-637-1550 STEVE MENDOZA, SECRETARY 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 714-637-1550 JAMES N. DUCOTE, TREASURER 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 714-637-1550 Corporation organized under the laws of the State of CALIFORNIA 19 The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal are as follows: NONE All company, corporate, or fictitious business names used by any principal having interest in this proposal are as follows: R.J. NOBLE COMPANY, A CALIFORNIA CORPORATION 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; NONE Briefly summarize the parties' claims and defenses; N/A Have you ever had a contract terminated by the owner/agency? If so, explain. NO Have you ever failed to complete a project? If so, explain. NO For any projects you have been involved with in the last 5 years, did you have any claims or actions by any outside agency or individual for labor compliance (i.e. failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes / 20 Are any claims or actions unresolved or outstanding? Yes / Eo l If yes to any of the above, explain. (Attach additional sheets, if necessary) 0 Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. CRAIG PORTER (Print ame of Owner or President of r oratio Co pany) R.J. NOBLE COMPANY X Bidder Authorized S7ESIDENT ature/Title SENIOR VICE P Title 06/07/2018 Date On 06/07/2018 before me, J. DE IONGH , Notary Public, personally appeared CRAIG PORTER , who proved to me on the basis of satisfactory evidence to be the personM whose nameM is/am subscribed to the within instrument and acknowledged to me that he/ ktft� executed the same in his/AXWAWKauthorized capacityORRX and that by his/AwA eixsignatureM on the instrument the person(, or the entity upon behalf of which the personM acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal J. DE IONGH X (SEAL) Commisslon 0 2128504 (�Al i �4 Notary Public - California z Notary Public in and for said State z ® Orange County J. DE IONGH, NOTARY PUBLIC My Comm. Expires Oct 28, 2019 My Commission Expires: 10/28/2019 21 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 NOTICE TO SUCCESSFUL BIDDER The following Contract Documents shall be executed and delivered to the Engineer within ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the "Notification of Award" to the successful bidder: • CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS • LABOR AND MATERIALS PAYMENT BOND FAITHFUL PERFORMANCE BOND The City of Newport Beach will not permit a substitute format for these Contract Documents. Bidders are advised to review their content with bonding, insuring and legal agents prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance Endorsement, and Automobile Liability Insurance Endorsement shall be provided as required by the Contract documents and delivered to the Public Works Department within ten (10) working days after the date shown on the Notification of Award to the successful bidder. The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570. Pursuant to Public Contract Code Section 22300, appropriate securities may be substituted for any monies to be withheld to ensure performance under the Contract. Insurance companies affording coverage shall be (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, and (2) assigned Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key 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. 22 CITY CLERX IRVINE AVENUE PAVEMENT REHABILITATION CONTRACT NO. 8515-2 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 26th day of June, 2018 ("Effective Date"), by and between the CITY OF NEWPORT BEACH, a California municipal corporation and charter city ("City"), and R.J. Noble Company, a California corporation ("Contractor"), whose address is 15505 E. Lincoln Avenue, Orange, California 92865, and is made with reference to the following: RECITALS A. City is a municipal corporation duly organized and validly existing under the laws of the State of California with the power to carry on its business as it is now being conducted under the statutes of the State of California and the Charter of City. B. City has advertised for bids for the following described public work: mobilization and demobilization, best management practices (BMP); traffic control implementation; staking, survey monument restoration, and survey monument adjustments; dewatering; utility company coordination and utility verification; removal of existing roadway, drainage and utility improvements; subgrade preparation, cold milling of existing asphalt pavement roadway; construction of asphalt concrete (AC) pavement, asphalt rubberized hot mix (ARHM) pavement, local pavement section repairs, plain cement concrete (PCC) driveway approaches, PCC alley intersections, PCC cross gutters, decorative PCC median pavement, PCC curb ramps, truncated domes, PCC curb and gutter, PCC median curb, parkway drains, landscaping and irrigation improvements, utility relocations and adjustments, monitoring well adjustments, drainage improvements, traffic signage improvements, striping and painted curb improvements, and traffic signal improvements; as -built plan preparation, and all other work required by the contract documents (the "Project" or "Work"). C. Contractor has been determined by City to be the lowest responsible bidder and Contractor's bid, and the compensation set forth in this Contract, is based upon Contractor's careful examination of all Contract documents, plans and specifications. NOW, THEREFORE, it is mutually agreed by and between the undersigned parties as follows: 1. CONTRACT DOCUMENTS The complete Contract for the Project includes all of the following documents: Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion Affidavit, Notice to Successful Bidder, Labor and Materials Payment Bond (Exhibit A), Faithful Performance Bond (Exhibit B), Permits, Standard Special Provisions and Standard Drawings, Plans and Special Provisions for Contract No. 8515-2, Standard Specifications for Public Works Construction (current adopted edition and all supplements), and this Contract, and all modifications and amendments thereto (collectively the "Contract Documents"), all of which are incorporated herein by reference. The Contract Documents comprise the sole agreement between the parties as to the subject matter therein. Any representations or agreements not specifically contained in the Contract Documents are null and void. Any amendments must be made in writing, and signed by both parties in the manner specified in the Contract Documents. 2. SCOPE OF WORK Contractor shall perform everything required to be performed, and shall provide and furnish all the labor, materials, necessary tools, expendable equipment and all utility and transportation services required for the Project. All of the Work to be performed and materials to be furnished shall be in strict accordance with the provisions of the Contract Documents. Contractor is required to perform all activities, at no extra cost to City, which are reasonably inferable from the Contract Documents as being necessary to produce the intended results. 3. COMPENSATION 3.1 As full compensation for the performance and completion of the Project as required by the Contract Documents, City shall pay to Contractor and Contractor accepts as full payment the sum of Two Million Four Hundred Fifty Nine Thousand Eight Hundred Twenty Five Dollars and 00/100 ($2,459,825.00). 3.2 This compensation includes: 3.2.1 Any loss or damage arising from the nature of the Work; 3.2.2 Any loss or damage arising from any unforeseen difficulties or obstructions in the performance of the Work; and 3.2.3 Any expense incurred as a result of any suspension or discontinuance of the Work, but excludes any loss resulting from earthquakes of a magnitude in excess of 3.5 on the Richter Scale and tidal waves, including tsunamis, and which loss or expense occurs prior to acceptance of the Work by City. 4. PROJECT MANAGER Contractor shall designate a Project Manager, who shall coordinate all phases of the Project. This Project Manager shall be available to City at all reasonable times during the term of the Contract. Contractor has designated Chuck Spiers to be its Project Manager. Contractor shall not remove or reassign the Project Manager without the prior written consent of City. City's approval shall not be unreasonably withheld. 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to R.J. Noble Company Page 2 act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 7. WRITTEN NOTICE 7.1 All notices, demands, requests or approvals, including any change in mailing address, to be given under the terms of this Contract shall be given in writing, and conclusively shall be deemed served when delivered personally, or on the third business day after the deposit thereof in the United States mail, postage prepaid, first-class mail, addressed as hereinafter provided. 7.2 All notices, demands, requests or approvals from Contractor to City shall be addressed to City at: Attention: Public Works Director City of Newport Beach Public Works Department 100 Civic Center Drive P.O. Box 1768 Newport Beach, CA 92658 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: R.J. Noble Company Page 3 Attention: Craig Porter, Senior Vice President R.J. Noble Company 15501 E. Lincoln Avenue Orange, CA 92865 8. INDEPENDENT CONTRACTOR City has retained Contractor as an independent contractor and neither Contractor nor its employees are to be considered employees of City. The manner and means of conducting the Work are under the control of Contractor, except to the extent they are limited by statute, rule or regulation and the express terms of this Contract. No civil service status or other right of employment shall accrue to Contractor or its employees. Contractor shall have the responsibility for and control over the means of performing the Work, provided that Contractor is in compliance with the terms of this Contract. Anything in this Contract that may appear to give City the right to direct Contractor as to the details of the performance or to exercise a measure of control over Contractor shall mean only that Contractor shall follow the desires of City with respect to the results of the Work. 9. BONDING 9.1 Contractor shall obtain, provide and maintain at its own expense during the term of this Contract both of the following: (1) a Faithful Performance Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract in the form attached as Exhibit B and incorporated herein by reference; and (2) a Labor and Materials Payment Bond in the amount of one hundred percent (100%) of the total amount to be paid Contractor as set forth in this Contract and in the form attached as Exhibit A and incorporated herein by reference. 9.2 The Faithful Performance Bond and Labor and Materials Payment Bond shall be issued by an insurance organization or surety (1) currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, (2) listed as an acceptable surety in the latest revision of the Federal Register Circular 570, and (3) assigned a Policyholders' Rating A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide: Property - Casualty. 9.3 Contractor shall deliver, concurrently with execution of this Contract, the Faithful Performance Bond and Labor and Materials Payment Bond, and a certified copy of the "Certificate of Authority" of the Insurer or Surety issued by the Insurance Commissioner, which authorizes the Insurer or Surety to transact surety insurance in the State of California. 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. R.J. Noble Company Page 4 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. Please note, The Davis -Bacon Wage determinations are available at Federal Wage website: http://www.gpo.gov/davisbacon/ca.html. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise R.J. Noble Company Page 5 required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers and all persons and entities owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services shall not be responsible in any manner for any loss or damage to any of the materials or other things used or employed in performing the Project or for injury to or death of any person as a result of Contractor's performance of the Work required hereunder, or for damage to property from any cause arising from the performance of the Project and/or Services by Contractor, or its subcontractors, or its workers, or anyone employed by either of them. 16.2 Contractor shall be responsible for any liability imposed by law and for injuries to or death of any person or damage to property resulting from defects, obstructions or from any cause arising from Contractor's Work on the Project and/or Services, or the Work of any subcontractor or supplier selected by Contractor. 16.3 To the fullest extent permitted by law, Contractor shall indemnify, defend and hold harmless City, its elected or appointed officers, agents, officials, employees, volunteers and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract (collectively, the "Indemnified Parties") from and against any and all claims (including, without limitation, claims for bodily injury, death or damage to property), demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including, without limitation, attorneys' fees, disbursements and court costs) of every kind and nature whatsoever (individually, a Claim; collectively, "Claims"), which may arise from or in any manner relate (directly or indirectly) to any breach of the terms and conditions of this Contract, any Work performed or Services provided under this Contract including, without limitation, defects in workmanship or materials or Contractor's presence or activities conducted on the Project (including the negligent, reckless, and/or willful acts, errors and/or omissions of Contractor, its principals, officers, agents, employees, vendors, suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any of them or for whose acts they may be liable for any or all of them). 16.4 Notwithstanding the foregoing, nothing herein shall be construed to require Contractor to indemnify the Indemnified Parties from any Claim arising from the sole negligence or willful misconduct of the Indemnified Parties. Nothing in this indemnity shall be construed as authorizing any award of attorneys' fees in any action on or to enforce the terms of this Contract. This indemnity shall apply to all claims and liability regardless of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. R.J. Noble Company Page 6 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 17. CHANGE ORDERS 17.1 This Contract may be amended or modified only by mutual written agreement of the parties. 17.2 The Contractor shall only commence work covered by a change order after the change order is executed and notification to proceed has been provided by the City. 17.3 There shall be no change in the Contractor's members of the project team, as listed in the approved proposal, which is a part of this contract without prior written approval by the City. 18. CONFLICTS OF INTEREST 18.1 Contractor or its employees may be subject to the provisions of the California Political Reform Act of 1974 (the "Act") and/or Government Code §§ 1090 et seq., which (1) require such persons to disclose any financial interest that may foreseeably be materially affected by the Work performed under this Contract, and (2) prohibit such persons from making, or participating in making, decisions that will foreseeably financially affect such interest. 18.2 If subject to the Act and/or Government Code §§ 1090 et seq., Contractor shall conform to all requirements therein. Failure to do so constitutes a material breach and is grounds for immediate termination of this Contract by City. Contractor shall indemnify and hold harmless City for any and all claims for damages resulting from Contractor's violation of this Section. R.J. Noble Company Page 7 19. TERMINATION 19.1 In the event that either party fails or refuses to perform any of the provisions of this Contract at the time and in the manner required, that party shall be deemed in default in the performance of this Contract. If such default is not cured within a period of two (2) calendar days, or if more than two (2) calendar days are reasonably required to cure the default and the defaulting party fails to give adequate assurance of due performance within two (2) calendar days after receipt of written notice of default, specifying the nature of such default and the steps necessary to cure such default, the non -defaulting party may terminate the Contract forthwith by giving to the defaulting party written notice thereof. 19.2 Notwithstanding the above provisions, City shall have the right, at its sole discretion and without cause, of terminating this Contract at any time by giving seven (7) calendar days' prior written notice to Contractor. In the event of termination under this Section, City shall pay Contractor for Services satisfactorily performed and costs incurred up to the effective date of termination for which Contractor has not been previously paid. On the effective date of termination, Contractor shall deliver to City all materials purchased in performance of this Contract. 20. STANDARD PROVISIONS 20.1 Recitals. City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. 20.2 Compliance with all Laws. Contractor shall at its own cost and expense comply with all statutes, ordinances, regulations and requirements of all governmental entities, including federal, state, county or municipal, whether now in force or hereinafter enacted. In addition, all Work prepared by Contractor shall conform to applicable City, county, state and federal laws, rules, regulations and permit requirements and be subject to approval of the Project Administrator. 20.3 Integrated Contract. This Contract represents the full and complete understanding of every kind or nature whatsoever between the parties hereto, and all preliminary negotiations and agreements of whatsoever kind or nature are merged herein. No verbal agreement or implied covenant shall be held to vary the provisions herein. 20.4 Conflicts or Inconsistencies. In the event there are any conflicts or inconsistencies between this Contract and any other attachments attached hereto, the terms of this Contract shall govern. 20.5 Interpretation. The terms of this Contract shall be construed in accordance with the meaning of the language used and shall not be construed for or against either party by reason of the authorship of the Contract or any other rule of construction which might otherwise apply. R.J. Noble Company Page 8 20.6 Amendments. This Contract may be modified or amended only by a written document executed by both Contractor and City and approved as to form by the City Attorney. 20.7 Severability. If any term or portion of this Contract is held to be invalid, illegal, or otherwise unenforceable by a court of competent jurisdiction, the remaining provisions of this Contract shall continue in full force and effect. 20.8 Controlling Law and Venue. The laws of the State of California shall govern this Contract and all matters relating to it and any action brought relating to this Contract shall be adjudicated in a court of competent jurisdiction in the County of Orange, State of California. 20.9 Equal Opportunity Employment. Contractor represents that it is an equal opportunity employer and it shall not discriminate against any subcontractor, employee or applicant for employment because of race, religious creed, color, national origin, ancestry, physical handicap, medical condition, marital status, sex, sexual orientation, age or any other impermissible basis under law. 20.10 No Attorney's Fees. In the event of any dispute or legal action arising under this contract, the prevailing party shall not be entitled to attorneys' fees. 20.11 Counterparts. This Contract may be executed in two (2) or more counterparts, each of which shall be deemed an original and all of which together shall constitute one (1) and the same instrument. 21. EFFECT OF CONTRACTOR'S EXECUTION Execution of this Contract and all other Contract Documents by Contractor is a representation that Contractor has visited the Project site, has become familiar with the local conditions under which the Work is to be performed, and has correlated all relevant observations with the requirements of the Contract Documents. 22. WAIVER A waiver by City or any term, covenant, or condition in the Contract Documents shall not be deemed to be a waiver of any subsequent breach of the same or any other term, covenant or condition. 23. RECITALS City and Contractor acknowledge that the above Recitals are true and correct and are hereby incorporated by reference into this Contract. [SIGNATURES ON NEXT PAGE] R.J. Noble Company Page 9 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 7 lam By:" ze-, — Aaron C. Harp u"�" `•is•h City Attorney ATTEST:9-., Date: c � By: • Leilani I. Brown City Clerk CITY OF NEWPORT BEACH, a California municipal corporation Date: By. luffiyeld Mayor CONTRACTOR: R.J. Noble Company, a California corporation Date: By: Signed in Counterpart Craig Porter Senior Vice President Date: Signed in Counterpart By: Steve Mendoza Secretary [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements R.J. Noble Company Page 10 IN WITNESS WHEREOF, the parties hereto have caused this Contract to be executed on the day and year first written above. APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: 7�311q Aaron C. Harp w"' `'K•(8 City Attorney CITY OF NEWPORT BEACH, a California municipal corporation Date: By: Marshall "Duffy" Duffield Mayor ATTEST: CONTRACTOR: R.J. Noble Company, a Date: California corporation Date: By: By: Leilani I. Brown is r AUSTIN CARVER, City Clerk S� ice President Dater A i6 By: Steve qndqa Secretary [END OF SIGNATURES] Attachments: Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements R.J. Noble Company Page 10 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 07/05/2018 Date before me, personally appeared STEVE MENDOZA J. DE IONGH, NOTARY PUBLIC Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/are- subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/tier/their authorized capacity(ies}, and that by his/her/their signature(s}on the instrument the person(s); or the entity upon behalf of which the person(s) acted, executed the instrument. J. DE IONGH o ., Commission # 2128504 ¢ Notary Public - California Orarge County ' My Comm. Expires Oct 28, 2019, I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and o. seal. Signature J. DE IONGH Public Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: Signer's Name: ❑ Corporate Officer — Title(s): [-]Partner— ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: ©2014 National Notary Association - www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACTION TA=ff PST To TBE � WRX2TW ooNOWT OF THE DIRECTORS of 1. J. NOBLE COWAMY A California Corporation The undersigned, constituting all of the directors of the above-named Corporation, and acting pursuant to the authority of Section 307(b) of the California General Corporation Law, hereby adopt the following recitals and resolutions effective as of January 1, 2016. IT IS HEREBY RESOLVED that the following named persons are elected and appointed to the offices indicated herein. Such appointment shall be effective immediately and shall continue until further action of the Directors of the Corporation in accordance with the Bylaws of this corporation: President Michael J. Carver Secretary Steven L. Mendoza Chief Financial officer James E. Ducote Vice President Craig Porter Assistant Secretary Austin M. Carver Assistant Secretary XaSondra F. Carver IT IS FURTHER RNSOLVED that in order to promote efficiency in the execution and delivery of written contracts in furtherance of the Corporation's business, the Hoard of Directors has determined that it would be in the best interests of the Corporation to authorise any of its duly elected or appointed officers to enter into and execute binding written obligations and contracts on behalf of the Corporation without the prior express consent of the Hoard of Directors so long as (a) such obligation or contract does not exceed Five Million Dollars ($5,000,000) in the aggregate in value, and (b) such obligation or contract is in furtherance of the Corporation's primary business; IT IS FURTHER RESOLVED that all contracts and/or obligations binding upon the Corporation with a value in excess of Five Million ($510001 0 must be approved and executed by Michael J. Carver. Mark A. Carver Mel Gkolnik Austi M rver Executed in Duplicate _.■ CITY OF NEWPORT BEACH BOND NO. 30044119 LABOR AND MATERIALS PAYMENT BOND WHEREAS, the City of Newport Beach, State of California, has awarded to R.J. Noble Company hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consisting of mobilization and demobilization; best management practices (BMP); traffic control implementation; staking, survey monument restoration, and survey monument adjustments; dewatering; utility company coordination and utility verification; removal of existing roadway, drainage and utility improvements; subgrade preparation, cold milling of existing asphalt pavement roadway; construction of asphalt concrete (AC) pavement, asphalt rubberized hot mix (ARHM) pavement, local pavement section repairs, plain cement concrete (PCC) driveway approaches, PCC alley intersections, PCC cross gutters, decorative PCC median pavement. PCC curb ramps, truncated domes, PCC curb and gutter, PCC median curb, parkway drains, landscaping and irrigation improvements, utility relocations and adjustments, monitoring well adjustments, drainage improvements, traffic signage improvements, striping and painted curb improvements, and traffic signal improvements; as -built plan preparation, and all other work required by the contract documents in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's subcontractors, shall fail to pay for any materials, provisions, or other supplies used in, upon, for, or about the performance of the Work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, We the undersigned Principal, and, Western Surety Company duly authorized to transact business under the laws of the State of California, as Surety, (referred to herein as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of Two Million Four Hundred Fifty Nine Thousand Eight Hundred Twenty Five Dollars and 00/100 ($2,459,825.00) 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 R.J. Noble Company Page A-1 Development Department from the wages of employees of the Principal and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work and labor, then the Surety will pay for the same, in an amount not exceeding the sum specified in this Bond, and also, in case suit is brought to enforce the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as required by the provisions of Section 9554 of the Civil Code of the State of California. The Bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under Section 9100 of the California Civil Code so as to give a right of action to them or their assigns in any suit brought upon this Bond, as required by and in accordance with the provisions of Sections 9500 et seq. of the Civil Code of the State of California. And Surety, for value received, hereby stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any wise affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions to the terms of the Contract or to the Work or to the specifications. In the event that any principal above named executed this Bond as an individual, it is agreed that the death of any such principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the above named Principal and Surety, on the 5th day of July , 20 18 , R.J. NOBI-E COMPANY X Name of Contractor (Principal) Western Surety Company Name of Surety 2020 Main Street, Suite 750, Irvine, CA 92614 Address of Surety 866-404-7926 Telephone Authorize-ry Sigtature/Title STEVE 149��BC'RETARY nt Signature James Scott Salandi, Attorney-in-fact Print Print Name and Title _..__......__ ,.... _ .___ __........� .......... R.J. Noble Company Page A-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 07/06/2018 Date before me, personally appeared STEVE MENDOZA J. DE IONGH, NOTARY PUBLIC Here Insert Name and Title of the Officer Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/w& subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/her/their authorized capacity(ies}, and that by his/her/their signature(oon the instrument the person(s); or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and offi eal Signature Signture of t ry Public IONGH J. DE Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _ Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): _ ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: _ Signer Is Representing: _ Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 J. DE IONGH '•" :. Commission # 2.12;701 Notary Public - Calitc- .. z ` ®• Orange County a My Comm. Expires Oct 28, 201 I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and offi eal Signature Signture of t ry Public IONGH J. DE Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: _ Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): _ ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: _ Signer Is Representing: _ Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On JUL 0 5 2018 before me, Annette Lisa Romero, a Notary Public (insert name and title of the officer) personally appeared James Scott Salandi, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/ara subscribed to the within instrument and acknowledged to me that he/%he" executed the same in hislhoWthek authorized capacity(i*, and that by his/hexftek signature(%) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature ANNETTE LISA ROMERO COMM. # 2244076 NOTARY PUBLIC CALIFORNIA r - ORANGE COUNTY ro My comm. expires May. 26, 2022 C I) APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: p7..2r-1 $ By: A mj,-- A n C. Harp o�►s�4 City Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED R.J. Noble Company Page A-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of } ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) R.J. Noble Company Page A-4 Western Surety Company POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT Know All Men By These Presents, That WESTERN SURETY COMPANY, a South Dakota corporation, is a duly organized and existing corporation having its principal office in the City of Sioux Falls, and State of South Dakota, and that it does by virtue of the signature and seal herein affixed hereby make, constitute and appoint James Scott Salandi, Leonard Ziminsky, David Jacobson, Individually of Irvine, CA, its true and lawful Attomey(s)-in-Fact with full power and authority hereby conferred to sign, seal and execute for and on its behalf bonds, undertakings and other obligatory instruments of similar nature - In Unlimited Amounts - and to bind it thereby as fully and to the same extent as if such instruments were signed by a duly authorized officer of the corporation and all the acts of said Attorney, pursuant to the authority hereby given, are hereby ratified and confirmed. This Power of Attorney is made and executed pursuant to and by authority of the By -Law printed on the reverse hereof, duly adopted, as indicated, by the shareholders of the corporation. In Witness Whereof, WESTERN SURETY COMPANY has caused these presents to be signed by its Vice President and its corporate seal to be hereto affixed on this 21st day of June, 2017. yurr;rro WESTERN SURETY COMPANY �,Poggro+l �W 4O �� 3�f, SB Av,,�P4 �►N unK� aul T. Bruflat, Vice President State of South Dakota I as County of Minnehaha On this 21st day of June, 2017, before me personally came Paul T. Bntflat, to me known, who, being by me duly swom, did depose and say: that he resides in the City of Sioux Falls, State of South Dakota; that he is the Vice President of WESTERN SUREPY COMPANY described in and which executed the above instrument; that he knows the seal of said corporation; that the seal affixed to the said instrument is such corporate seal; that it was so affixed pursuant to authority given by the Board of Directors of said corporation and that he signed his name thereto pursuant to like authority, and acknowledges same to be the act and deed of said corporation. My commission expires J. MOHR June 23, 2021 �) CERTIFICATE J. Mohr, Notary Public I, I. Nelson, Assistant Secretary of WESTERN SURETY COMPANY do hereby certify that the Power of Attorney hereinabove set forth is still in force, and further certify that the By-law of the corporation printed on the reverse hereof is sW' 1 t fq t Itht�Q�tony whereof I have hereunto subscribed my name and affixed the seal of the said corporation this day of ,J U L U L WESTERN SURETY COMPANY Form F4280-7-2012 'I-- L Nelson, Assistant Secretary Authorizing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Power of Attorney is made and executed pursuant to and by authority of the following By -Law duly adopted by the shareholders of the Company. Section 7. All bonds, policies, undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Treasurer, or any Vice President, or by such other officers as the Board of Directors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer may appoint Attorneys in Fact or agents who shall have authority to issue bonds, policies, or undertakings in the name of the Company. The corporate seal is not necessary for the validity of any bonds, policies, undertakings, Powers 'of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. EXHIBIT B CITY OF NEWPORT BEACH BOND NO. 30044119 FAITHFUL PERFORMANCE BOND The premium charges on this Bond is $ rate of $ NIA N/A Executed in Duplicate , being at the thousand of the Contract price. WHEREAS, the City of Newport Beach, State of California, has awarded to R.J. Noble Company hereinafter designated as the "Principal," a contract for the work necessary for the completion of this contract consisting of mobilization and demobilization; best management practices (BMP); traffic control implementation; staking, survey monument restoration, and survey monument adjustments; dewatering; utility company coordination and utility verification; removal of existing roadway, drainage and utility improvements; subgrade preparation, cold milling of existing asphalt pavement roadway; construction of asphalt concrete (AC) pavement, asphalt rubberized hot mix (ARHM) pavement, local pavement section repairs, plain cement concrete (PCC) driveway approaches, PCC alley intersections, PCC cross gutters, decorative PCC median pavement, PCC curb ramps, truncated domes, PCC curb and gutter, PCC median curb, parkway drains, landscaping and irrigation improvements, utility relocations and adjustments, monitoring well adjustments, drainage improvements, traffic signage improvements, striping and painted curb improvements, and traffic signal improvements; as -built plan preparation, and all other work required by the contract documents in the City of Newport Beach, in strict conformity with the Contract on file with the office of the City Clerk of the City of Newport Beach, which is incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute the Contract and the terms thereof require the furnishing of a Bond for the faithful performance of the Contract. NOW, THEREFORE, we, the Principal, and Western Surety Company duly authorized to transact business under the laws of the State of California as Surety (hereinafter "Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of Two Million Four Hundred Fifty Nine Thousand Eight Hundred Twenty Five Dollars and 00/100 ($2,459,825.00) 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, R.J. Noble Company Page B-1 as therein stipulated, then, Surety will faithfully perform the same, in an amount not exceeding the sum specified in this Bond; otherwise this obligation shall become null and void. As a part of the obligation secured hereby, and in addition to the face amount specified in this Performance Bond, there shall be included costs and reasonable expenses and fees, including reasonable attorneys' fees, incurred by City, only in the event City is required to bring an action in law or equity against Surety to enforce the obligations of this Bond. Surety, for value received, stipulates and agrees that no change, extension of time, alterations or additions to the terms of the Contract or to the Work to be performed thereunder shall in any way affect its obligations on this Bond, and it does hereby waive notice of any such change, extension of time, alterations or additions of the Contract or to the Work or to the specifications. This Faithful Performance Bond shall be extended and maintained by the Principal in full force and effect for one (1) year following the date of formal acceptance of the Project by City. In the event that the Principal executed this bond as an individual, it is agreed that the death of any such Principal shall not exonerate the Surety from its obligations under this Bond. IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety above named, on the 5th day of July ,20 18 R.J. NOBLE COMPANY Name of Contractor (Principal) Western Surety Company Name of Surety 2020 Main Street, Suite 750, Irvine, CA 92614 Address of Surety 866-404-7926 Telephone X 2ukw2l� Authoriz S ature/Title STEVEN, FICRETARY e gent Signature James Scott Salandi, Attorney-in-fact Print Name and Title R.J. Noble Company Page B-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ORANGE On 07/06/2018 before me, J• DE IONGH, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEVE MENDOZA Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the persons} whose names} is/are subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/her/their authorized capacity(ies , and that by his/her/their signature(*on the instrument the person(s); or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: c� Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: _ Signer Is Representing: _ Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 J. DE MNGH WITNESS Commission # 21`': _; e' Notary Public - Gain. `9 Orange Gount,l My Comm. Expires Oct 28, 2.1; Signature Place Notary Seal Above OPTIONAL Though this section is optional, completing this information can deter alteration of the document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: c� Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: _ Signer Is Representing: _ Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing: 02014 National Notary Association • www.NationalNotary.org • 1 -800 -US NOTARY (1-800-876-6827) Item #5907 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of Orange On JUL 0 5 2018 before me, Annette Lisa Romero, a Notary Public (insert name and title of the officer) personally appeared James Scott Salandi, Attorney -in -Fact who proved to me on the basis of satisfactory evidence to be the person(s) whose name(.$) is/ara subscribed to the within instrument and acknowledged to me that he/shettioavq executed the same in his/heft ok authorized capacity(i*, and that by his/herAhak signature(z) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Seal) ANNETTE LISA ROMERO F 21 COMM. # 2244076 2 NOTARY PUBLIC CALIFORNIA o 3 ORANGE COUNTY ro ' My comm, expires May. 26, 2022 t T APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE Date: o 2 ..t f' • t it By: u, v — �„� Aa i n . Harp o�•�8�8 Cit Attorney NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED R.J. Noble Company Page B-3 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of I ss. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of _ } ss. On 20 before me, Notary Public, personally appeared proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) R.J. Noble Company _ Page B-4 EXHIBIT C INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION 1. Provision of Insurance. Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract, policies of insurance of the type and amounts described below and in a form satisfactory to City. Contractor agrees to provide insurance in accordance with requirements set forth here. If Contractor uses existing coverage to comply and that coverage does not meet these requirements, Contractor agrees to amend, supplement or endorse the existing coverage. 2. Acceptable Insurers. All insurance policies shall be issued by an insurance company currently authorized by the Insurance Commissioner to transact business of insurance in the State of California, with an assigned policyholders' Rating of A- (or higher) and Financial Size Category Class VII (or larger) in accordance with the latest edition of Best's Key Rating Guide, unless otherwise approved by the City's Risk Manager. 3. Coverage Requirements. A. Workers' Compensation Insurance. Contractor shall maintain Workers' Compensation Insurance providing statutory benefits and Employer's Liability Insurance with limits of at least one million dollars ($1,000,000) each employee for bodily injury by accident and each employee for bodily injury by disease in accordance with the laws of the State of California, Section 3700 of the Labor Code. In addition, Contractor shall require each subcontractor to similarly maintain Workers' Compensation Insurance and Employer's Liability Insurance in accordance with California law for all of the subcontractor's employees. The insurer issuing the Workers' Compensation insurance shall amend its policy by endorsement to waive all rights of subrogation against City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. Contractor shall submit to City, along with the certificate of insurance, a Waiver of Subrogation endorsement in favor of City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. B. General Liability Insurance. Contractor shall maintain commercial general liability insurance, and if necessary umbrella liability insurance, with coverage at least as broad as provided by Insurance Services Office form CG 00 01, in an amount not less than one million dollars ($1,000,000) per occurrence, two million dollars ($2,000,000) general aggregate and two R.J. Noble Company Page C-1 million dollars ($2,000,000) completed operations aggregate. The policy shall cover liability arising from premises, operations, products -completed operations, personal and advertising injury, and liability assumed under an insured contract (including the tort liability of another assumed in a business contract). C. Automobile Liability Insurance. Contractor shall maintain automobile insurance at least as broad as Insurance Services Office form CA 00 01 covering bodily injury and property damage for all activities of Contractor arising out of or in connection with Work to be performed under this Contract, including coverage for any owned, hired, non -owned or rented vehicles, in an amount not less than one million dollars ($1,000,000) combined single limit for each accident. 4. Other Insurance Requirements. The policies are to contain, or be endorsed to contain, the following provisions: A. Waiver of Subrogation. All insurance coverage maintained or procured pursuant to this Contract shall be endorsed to waive subrogation against City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract or shall specifically allow Contractor or others providing insurance evidence in compliance with these requirements to waive their right of recovery prior to a loss. Contractor hereby waives its own right of recovery against City, and shall require similar written express waivers and insurance clauses from each of its subcontractors. B. Additional Insured Status. All liability policies including general liability, products and completed operations, excess liability, pollution liability, and automobile liability, if required, shall provide or be endorsed to provide that City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract shall be included as additional insureds under such policies. C. Primary and Non Contributory. Contractor's insurance coverage shall be primary insurance and/or the primary source of recovery with respect to City, its elected or appointed officers, agents, officials, employees, volunteers, and any person or entity owning or otherwise in legal control of the property upon which Contractor performs the Project and/or Services contemplated by this Contract. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. R.J. Noble Company Page C-2 D. Notice of Cancellation. All policies shall provide City with thirty (30) calendar days' notice of cancellation or nonrenewal of coverage (except for nonpayment for which ten (10) calendar days' notice is required) for each required coverage except Builders Risk Insurance, which shall contain an endorsement with said required notices. 5. Additional Agreements Between the Parties. The parties hereby agree to the following: A. Evidence of Insurance. Contractor shall provide certificates of insurance to City as evidence of the insurance coverage required herein, along with a waiver of subrogation endorsement for workers' compensation and other endorsements as specified herein for each coverage. All of the executed documents referenced in this Contract must be returned to City within ten (10) regular City business days after the date on the "Notification of Award". Insurance certificates and endorsements must be approved by City's Risk Manager prior to commencement of performance. Current certification of insurance shall be kept on file with City at all times during the term of this Contract. City reserves the right to require complete, certified copies of all required insurance policies, at any time. B. City's Right to Revise Requirements. The City reserves the right at any time during the term of the Contract to change the amounts and types of insurance required by giving Contractor ninety (90) calendar days' advance written notice of such change. If such change results in substantial additional cost to Contractor, City and Contractor may renegotiate Contractor's compensation. C. Right to Review Subcontracts. Contractor agrees that upon request, all agreements with subcontractors or others with whom Contractor enters into contracts with on behalf of City will be submitted to City for review. Failure of City to request copies of such agreements will not impose any liability on City, or its employees. Contractor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors. For CGL coverage, subcontractors shall provide coverage with a format at least as broad as CG 20 38 04 13. D. Enforcement of Contract Provisions. Contractor acknowledges and agrees that any actual or alleged failure on the part of City to inform Contractor of non-compliance with any requirement imposes no additional obligations on City nor does it waive any rights hereunder. E. Requirements not Limiting. Requirements of specific coverage features or limits contained in this Exhibit A are not intended as a limitation on coverage, limits or other requirements, or a waiver of any coverage normally R.J. Noble Company Page C-3 provided by any insurance. Specific reference to a given coverage feature is for purposes of clarification only as it pertains to a given issue and is not intended by any party or insured to be all inclusive, or to the exclusion of other coverage, or a waiver of any type. If the Contractor maintains higher limits than the minimums shown above, the City requires and shall be entitled to coverage for higher limits maintained by the Contractor. Any available proceeds in excess of specified minimum limits of insurance and coverage shall be available to the City. F. Self -Insured Retentions. Contractor agrees not to self -insure or to use any self-insured retentions on any portion of the insurance required herein and further agrees that it will not allow any indemnifying party to self -insure its obligations to City. If Contractor's existing coverage includes a self-insured retention, the self-insured retention must be declared to City. City may review options with Contractor, which may include reduction or elimination of the self-insured retention, substitution of other coverage, or other solutions. Contractor agrees to be responsible for payment of any deductibles on their policies. G. City Remedies for Non Compliance. If Contractor or any subcontractor fails to provide and maintain insurance as required herein, then City shall have the right but not the obligation, to purchase such insurance, to terminate this Contract, or to suspend Contractor's right to proceed until proper evidence of insurance is provided. Any amounts paid by City shall, at City's sole option, be deducted from amounts payable to Contractor or reimbursed by Contractor upon demand. H. Timely Notice of Claims. Contractor shall give City prompt and timely notice of claims made or suits instituted that arise out of or result from Contractor's performance under this Contract, and that involve or may involve coverage under any of the required liability policies. City assumes no obligation or liability by such notice, but has the right (but not the duty) to monitor the handling of any such claim or claims if they are likely to involve City. Coverage not Limited. All insurance coverage and limits provided by Contractor and available or applicable to this Contract are intended to apply to the full extent of the policies. Nothing contained in this Contract or any other agreement relating to City or its operations limits the application of such insurance coverage. J. Coverage Renewal. Contractor will renew the coverage required here annually as long as Contractor continues to provide any Work under this or any other Contract or agreement with City. Contractor shall provide proof that policies of insurance required herein expiring during the term of this Contract have been renewed or replaced with other policies providing at least the same coverage. Proof that such coverage has been ordered shall be submitted prior to expiration. A coverage binder or letter from R.J. Noble Company Page C-4 Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. R.J. Noble Company Page C-5 CERTIFICATE OF INSURANCE CHECKLIST City of Newport Beach This checklist is comprised of requirements as outlined by the City of Newport Beach. * Date Received: 7/3/18 Dept./Contact Received From: Raymund Date Completed: 7/5/18 Sent to: Raymund By: Jan Company/Person required to have certificate: RJ Noble Company, Inc. Type of contract: Other I. GENERAL LIABILITY EFFECTIVE/EXPIRATION DATE: 7/1/18 — 7/1/19 A. INSURANCE COMPANY: Old Republic General Insurance Corp B. AM BEST RATING (A-: VII or greater): A / X INSURANCE COMPANY: Old Republic General Insurance Corp C. ADMITTED Company (Must be California Admitted): B. Is Company admitted in California? ® Yes ❑ No D. LIMITS (Must be $1 M or greater): What is limit provided? $1M/$2M E. ADDITIONAL INSURED ENDORSEMENT — please attach ® Yes ❑ No F. PRODUCTS AND COMPLETED OPERATIONS (Must Is Company admitted in California? include): Is it included? (completed Operations status does ❑ No D. not apply to Waste Haulers or Recreation) ® Yes ❑ No G. ADDITIONAL INSURED FOR PRODUCTS AND UM, $2M min for Waste Haulers): What is limits provided? COMPLETED OPERATIONS ENDORSEMENT (completed Operations status does not apply to Waste Haulers) ® Yes ❑ No H. ADDITIONAL INSURED WORDING TO INCLUDE (The City its officers, officials, employees and volunteers): Is it N/A included? ® Yes ❑ No I. PRIMARY & NON-CONTRIBUTORY WORDING (Must be ® Yes ❑ No included): Is it included? ® Yes ❑ No J. CAUTION! (Confirm that loss or liability of the named insured ❑ No H. is not limited solely by their negligence) Does endorsement ® N/A ❑ Yes include "solely by negligence" wording? ❑ Yes ® No K. ELECTED SCMAF COVERAGE (RECREATION ONLY): ® N/A ❑ Yes ❑ No L. NOTICE OF CANCELLATION: ❑ N/A ® Yes ❑ No II. AUTOMOBILE LIABILITY EFFECTIVE/EXPIRATION DATE: 7/1/18 — 7/1/19 A. INSURANCE COMPANY: Old Republic General Insurance Corp B. AM BEST RATING (A-: VII or greater) A / X C. ADMITTED COMPANY (Must be California Admitted): Is Company admitted in California? ® Yes ❑ No D. LIMITS - If Employees (Must be $1M min. BI & PD and $500,000 UM, $2M min for Waste Haulers): What is limits provided? $1,000,000 E LIMITS Waiver of Auto Insurance / Proof of coverage (if individual) (What is limits provided?) N/A F. ADDITIONAL INSURED WORDING: ❑ N/A ® Yes ❑ No G. PRIMARY & NON-CONTRIBUTORY WORDING: ❑ N/A ® Yes ❑ No H. HIRED AND NON -OWNED AUTO ONLY: ® N/A ❑ Yes ❑ No 1. NOTICE OF CANCELLATION: ❑ N/A 0 Yes ❑ No WORKERS' COMPENSATION EFFECTIVE/EXPIRATION DATE: 7/1/18 — 7/1/19 A. INSURANCE COMPANY: Old Republic General Insurance Cc B. AM BEST RATING (A-: VII or greater): A / X C. ADMITTED Company (Must be California Admitted): D. WORKERS' COMPENSATION LIMIT: Statutory E. EMPLOYERS' LIABILITY LIMIT (Must be $1 M or greater) F. WAIVER OF SUBROGATION (To include): Is it included? G. SIGNED WORKERS' COMPENSATION EXEMPTION FORM H. NOTICE OF CANCELLATION: ADDITIONAL COVERAGE'S THAT MAYBE REQUIRED IV. PROFESSIONAL LIABILITY V POLLUTION LIABILITY VI BUILDERS RISK HAVE ALL ABOVE REQUIREMENTS BEEN MET? IF NO, WHICH ITEMS NEED TO BE COMPLETED? ® Yes ❑ No ® Yes ❑ No $1,000,000 ® Yes ❑ No ® N/A ❑ Yes ❑ No ❑ N/A ® Yes ❑ No ® N/A ❑ Yes ❑ No ® N/A ❑ Yes ❑ No ® N/A ❑ Yes ❑ No ® Yes ❑ No Agent of Alliant Insurance Services Date Broker of record for the City of Newport Beach RISK MANAGEMENT APPROVAL REQUIRED (Non -admitted carrier rated less than Self Insured Retention or Deductible greater than $ ) ❑ N/A ❑ Yes ❑ No Reason for Risk Management approval/exception/waiver: Approved: Risk Management Date * Subject to the terms of the contract. City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 PROPOSAL (Contractor shall submit proposals via the PROPOSAL (Bid Line Items) contained in PlanetBids. Contractor shall sign the below acknowledgement) To the Honorable City Council City of Newport Beach 100 Civic Center Drive Newport Beach, California 92660 Gentlemen: 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. 8515-2 in accordance 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: 06/07/2018 Date 714-637-1550/714-637-6321 Bidder's Telephone and Fax Numbers 782908 CLASS A & C-12 Bidder's License No(s). and Classification (s) Bidder's email address: R.J. NOBLE COMPANY Bidder X ZWA��= Bidder' Aut rized Signature and Title STEVE MENDOZA, SECRETARY 15505 E. LINCOLN AVENUE, ORANGE, CA 92865 Bidder's Address stevemendoza @rjnoblecompany.com PR -1 City of Newport Beach Page 1 IRVINE AVENUE PAVEMENT REHABILITATION (C-8515-2), bidding on June 7, 2018 10:00 AM (Pacific) Printed 06/07/2018 Bid Results Bidder Details Vendor Name R.J. Noble Company Address 15505 E. LINCOLN AVENUE ORANGE, CA 92865 United States Respondee Jennifer De longh Respondee Title Contract Administrator Phone 714-637-1550 Ext. 311 Email jacobbreedlove@rjnoblecompany.com Vendor Type CADIR License # 782908 CADIR 1000004235 Bid Detail Bid Format Electronic Submitted June 7, 2018 9:50:00 AM (Pacific) Delivery Method Bid Responsive Bid Status Submitted Confirmation # 144676 Ranking 0 Respondee Comment Buyer Comment Attachments File Title File Name File Type BID SUBMITTAL C-8515-2 RJ NOBLE COMPANY BID SUBMITAL C-8515-2 RJ NOBLE COMPANY.pdf General Attachment Irvine Ave Pavement Bid Bond 6-17-18 Irvine Ave Pavement Bid Bond 6-7-18.pdf Bid Bond Line Items Type Item Code UOM Qty Unit Price Line Total Comment C-8515-2 IRVINE AVENUE PAVEMENT REHABILITATION 1 Mobilization and Demobilization LS 1 $100;000.00 $100;000.00 2 Surveying Services LS 1 $39,000.00 $39,000.00 3 Traffic Control LS 1 $67,000.00 $67,000.00 4 Clearing and Grubbing LS 1 $40,000.00 $40;000.00 5 Cold Mill Existing Pavement 2.5 -inches SF 540000 $0.25 $135:000.00 City of Newport Beach Page 2 IRVINE AVENUE PAVEMENT REHABILITATION (C-8515-2): bidding on June 7; 2018 10:00 AM (Pacific) Printed 06/07/2018 Bid Results Type Item Code UOM Qty Unit Price Line Total Comment 6 Cold Mill Existing Pavement 4 -inches SF 74000 $0.27 $19;980.00 7 Construct AC Pavement Leveling Course TON 5400 $69.50 $375:300.00 8 Construct ARHM Pavement Surface Course TON 6000 $79.50 $477,000.00 9 Remove Existing and Construct AC over CMB Pavement Section SF 16250 $10.00 $162;500.00 10 Remove Existing and Construct 6 -inch Thick PCC Driveway Approach: Alley Int.; or Long. Gutter SF 2800 $17.00 $47,600.00 11 Remove Existing and Construct 8 -inch Thick PCC Cross Gutter SF 2600 $19.00 $49;400.00 12 Remove Existing and Construct 4 -inch Thick PCC Sidewalk SF 4750 $8.50 $40;375.00 13 Remove Existing and Construct 4 -inch Thick Median PCC Pavement SF 550 $16.00 $8;800.00 14 Remove Existing and Construct 4 -inch Thick PCC Curb Ramp EA 31 $3,400.00 $105,400.00 15 Install Surface Mounted Truncated Domes on Existing Ramp EA 4 $900.00 $3;600.00 16 Remove Existing and Construct Type "A" PCC C&G (8 -inch OF, 24" Gutter) LF 1120 $64.00 $71;680.00 17 Remove Existing and Construct Type "A" PCC C&G (8 -inch OF, 36" Gutter) LF 270 $71.00 $19:170.00 18 Remove Existing and Construct Type "A" PCC C&G (6 -inch OF, 18" Gutter) LF 1100 $64.00 $70.400.00 19 Remove Existing and Construct Type "A" PCC C&G (6 -inch OF, 24" Gutter) LF 480 $64.00 $30;720.00 20 Remove Existing and Construct Type "C" PCC C&G (6 -inch CF: 12" Gutter) LF 45 $64.00 $2:880.00 21 Remove Existing and Construct PCC Driveway C&G per Detail 1 on Sheet 5 LF 200 $51.00 $10;200.00 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION (C-8515-2), bidding on June 7; 2018 10:00 AM (Pacific) Bid Results Type Item Code UOM Qty Unit Price 22 Remove Existing and Construct PCC Curb Within Cross Gutter LF 30 $51.00 23 Remove Existing and Construct Parkway Drain and Required Parking Lot Improvements EA 1 $7;500.00 24 Remove Existing and Install New Landscaping and Irrigation System at Holiday Road (Only) LS 1 $6,000.00 25 Root Prune Tree and Install Root Barrier EA 5 $635.00 26 Remove and Replace CNB Survey Monument Frame and Cover to Grade EA 1 $1,400.00 27 Remove and Replace CCM Survey Monument Frame and Cover to Grade EA 1 $1;400.00 28 Remove and Replace OCPW Survey Monument Frame and Cover to Grade EA 2 $1,400.00 29 Adjust CNB Sewer Manhole Frame and Cover to Grade EA 9 $850.00 30 Adjust CMSD Sewer Manhole Frame and Cover to Grade EA 51 $850.00 31 Adjust OCSD Sewer Manhole Frame and Cover to Grade EA 1 $850.00 32 Remove Existing and Construct Drainage Improvements at Highland Drive / 20th Street LS 1 $20,000.00 33 Relocate Existing Water Air and Vacuum Release Valve Assembly EA 1 $13,500.00 34 Remove Existing and Repair Existing Dewatering Well Locations EA 9 $16,000.00 35 Remove and Replace CNB Water Valve Box and Cover to Grade EA 71 $850.00 36 Remove and Replace MWD Water Valve Box and Cover to Grade EA 55 $900.00 37 Remove and Replace Water Meter Box to Grade EA 3 $600.00 Page 3 Printed 06/07/2018 Line Total Comment $1:530.00 $7,500.00 $6,000.00 $3,175.00 $1,400.00 $11:400.00 $2.800.00 $7:650.00 $43,350.00 $850.00 $20,000.00 $13:500.00 $144,000.00 $60:350.00 $49,500.00 $1:800.00 City of Newport Beach Page 4 IRVINE AVENUE PAVEMENT REHABILITATION (C-8515-2): bidding on June 7: 2018 10:00 AM (Pacific) Printed 06/07/2018 Bid Results Type Item Code UOM Qty Unit Price Line Total Comment 38 Adjust Monitoring Well Box to Grade EA 2 $900.00 $1,800.00 39 Remove and Replace Street Light and Traffic Signal Pull Box to Grade EA 16 $950.00 $15:200.00 40 Remove and Replace Traffic Signal Detector Loop EA 95 $310.00 $29;450.00 41 Remove and Replace Traffic Signal Conduits, Pull Boxes, and Wiring at Highland Drive / 20th Street LS 1 $22;000.00 $22:000.00 42 Adjust Pull Box to Grade. and Lower Traffic Signal Conduits and Fiber Optic Cable at Esther Street LS 1 $19,000.00 $19;000.00 43 Remove Existing and Install New Sign Post EA 44 $100.00 $42400.00 44 Install New Sign EA 78 $130.00 $10;140.00 45 Relocate Existing Sign to New Post EA 53 $100.00 $5:300.00 46 Remove and Salvage or Dispose of Existing Sign EA 60 $30.00 $1,800.00 47 Remove Existing and Reinstall Red Curb Marking LF 5500 $4.35 $23,925.00 48 Install Striping, Pavement Markings, and Pavement Markers LS 1 $81,000.00 $81,000.00 49 Provide As -Built Drawings LS 1 $5:000.00 $5,000.00 Subtotal $2,459,825.00 Total $2,459,825.00 Subcontractors Name & Address Description License Num CADIR Amount Type Case Land Surveying survey 5411 1000001533 $38,400.00 614 N. Eckhoff Street Orange, CA 92868 United States Chrisp Company striping 374600 1000000306 $119,567.00 CADIR 2280 S. Lilac Ave Bloomington: CA 92316 United States California Professional electrical 793907 1000001980 $57,725.00 DGS,DBE,FSD,MBE Engineering, Inc. 929 Otterbein Avenue Unit E La Puente, CA 91748 United States City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION (C-8515-2), bidding on June 7; 2018 10:00 AM (Pacific) Bid Results Name & Address Description License Num CADIR EBS GENERAL ENGINEERING concrete 720016 1000005295 INC 1320 E SIXTH ST, STE 100 CORONA, CA 92879 United States Gwinco Construction & pipe 769266 1000010888 Engineering, Inc. 2131 S Grove Ave #A Ontario, CA 91761 United States Page 5 Printed 06/07/2018 Amount Type $424,150.00 CADIR $166,350.00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS IRVINE AVENUE PAVEMENT REHABILITATION CONTRACT NO. 8515-2 PART 1 - GENERAL PROVISIONS 1 SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1 1-2 TERMS AND DEFINITIONS 1 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-5.3.1 General. 2-6 WORK TO BE DONE 2-7 SUBSURFACE DATA 2-9 SURVEYING 2-9.1 Permanent Survey Markers 2-9.2 Survey Service SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost 3-3.2.3 Markup SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General 5-2 PROTECTION 5-4 RELOCATION 2 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6 6-1.1 Construction Schedule 6 6-7 TIME OF COMPLETION 6 6-7.1 General 6 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 8 6-9 LIQUIDATED DAMAGES 8 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 9 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 9 7-1.2 Temporary Utility Services 9 7-2 LABOR 9 7-2.2 Prevailing Wages 9 7-7 COOPERATION AND COLLATERAL WORK 9 7-8 WORK SITE MAINTENANCE 9 7-8.1 General 9 7-8.4 Storage of Equipment and Materials 10 7-8.4.2 Storage in Public Streets 10 7-8.6 Water Pollution Control 10 7-8.6.2 Best Management Practices (BMPs) 10 7-10 SAFETY 10 7-10.3 Haul Routes 11 7-10.4 Safety 11 7-10.4.1 Work Site Safety 11 7-10.5 Security and Protective Devices 11 7-10.5.3 Steel Plate Covers 11 SECTION 9 - MEASUREMENT AND PAYMENT 11 9-2 LUMP SUM WORK 11 9-3 PAYMENT 11 9-3.1 General 11 9-3.2 Partial and Final Payment. 21 PART 2 - CONSTRUCTION MATERIALS 21 SECTION 200 — ROCK MATERIALS 21 200-2 UNTREATED BASE MATERIALS 21 200-2.1 General 21 SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 21 201-1 PORTLAND CEMENT CONCRETE 21 201-1.1 Requirements 21 201-1.1.2 Concrete Specified by Class and Alternate Class 21 201-2 REINFORCEMENT FOR CONCRETE 21 201-2.2 Steel Reinforcement 22 201-2.2.1 Reinforcing Steel 22 SECTION 203 — BITUMINOUS MATERIALS 22 203-6 ASPHALT CONCRETE 22 203-6.5 Type III Asphalt Concrete Mixtures 22 203-11 ASPHALT RUBBER HOT MIX (ARHM) 22 203-11.3 Composition and Grading 22 SECTION 209 — PRESSURE PIPE 22 SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 22 214-4 PAINT FOR STRIPING AND MARKINGS 22 214-4.1 General 22 214-6 PAVEMENT MARKERS 22 214-6.3 Non -Reflective Pavement Markers 23 214-6.3.1 General 23 214-6.4 Retroreflective Pavement Markers 23 214-6.4.1 General 23 SECTION 215 - TRAFFIC SIGNS 23 SECTION 218 — TRUNCATED DOMES 23 216-1 General. 23 PART 3 - CONSTRUCTION METHODS 24 SECTION 300 - EARTHWORK 24 300-1 CLEARING AND GRUBBING 24 300-1.1 General. 24 300-1.2 Preservation of Property. 25 300-1.3 Removal and Disposal of Materials 25 300-1.3.1 General 25 300-1.3.2 Requirements 26 SECTION 301 — TREATED SOIL, SUBGRADE PREPARATION, AND PLACEMENT OF BASE MATERIALS 26 301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade 26 301-2 UNTREATED BASE 26 301-2.3 Compacting 26 SECTION 302 - ROADWAY SURFACING 302-1 COLD MILLING OF EXISTING PAVEMENT 302-2.1.1 General 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General 302-5.8 Manholes (and Other Structures) 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.7 Traffic and Use Provisions 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 303-5.5 Finishing 303-5.5.2 Curb 303-5.5.4 Gutter 303-5.7 Repairs and Replacements 303-7 COLORED CONCRETE 303-7.1 General SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.1 General 314-4.2 Control of Alignment and Layout 314-4.2.1 General 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 314-4.4.1 General 314-4.4.2 Surface Preparation 314-5 PAVEMENT MARKERS 314-5.1 General 314-5.4 Placement SECTION 315 - TRAFFIC SIGN INSTALLATION 27 27 27 27 27 27 27 28 28 28 28 28 28 28 28 29 29 29 29 29 29 29 29 29 30 30 30 30 30 30 PART 6 — TEMPORARY TRAFFIC CONTROL 31 SECTION 600 - ACCESS 31 600-1 GENERAL 31 600-2 VEHICULAR ACCESS 31 600-3 PEDESTRIAN ACCESS 31 SECTION 601— WORK AREA TRAFFIC CONTROL 32 601-1 GENERAL 32 601-2 TRAFFIC CONTROL PLAN (TCP) 32 PART 7 — STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS 33 SECTION 701— CONSTRUCTION 33 701-17 TRAFFIC SIGNAL CONSTRUCTION 33 701-17.6 Detectors 33 701-17.6.3 Inductive Loop Detectors 33 PART 8 — LANDSCAPING AND IRRIGATION 33 SECTION 800 - MATERIALS 34 800-1 LANDSCAPING MATERIAL 34 800-1.1 Topsoil 34 800-1.1.1 General 34 SECTION 801 - INSTALLATION 34 801-1 General 34 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. R -6072-S]; (3) the City's Desian Criteria. Standard Special Provisions and Standard Drawinqs for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements; and (5) Mesa Water District's Standard Specifications and Standard Drawinas for the Construction of Water Facilities (latest Edition). The City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: http://www.newportbeachca aov/government/departments/public-works/resources/standard drawings 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. Mesa Water District's Standard Specifications and Standard Drawings for the Construction of Water Facilities are available at the following website: https://www. mesawater.om/about/engineering/standard-specifications The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS. ABBREVIATIONS. UNITS OF MEASURE AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach Page 1 of 35 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT u t 7 4 ra SPECIAL PROVISIONS C10. IRVINE AVENUE PAVEMENT REHABILITATION . UF_GAU� S�Z��IS CONTRACT NO. 8515-2 INTRODUCTION All work necessary for the completion of this contract shall be done in accordance with (1) these Special Provisions; (2) the Plans (Drawing No. R -6072-S]; (3) the City's Desian Criteria. Standard Special Provisions and Standard Drawinqs for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements; and (5) Mesa Water District's Standard Specifications and Standard Drawinas for the Construction of Water Facilities (latest Edition). The City's Design Criteria, Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: http://www.newportbeachca aov/government/departments/public-works/resources/standard drawings 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. Mesa Water District's Standard Specifications and Standard Drawings for the Construction of Water Facilities are available at the following website: https://www. mesawater.om/about/engineering/standard-specifications The following Special Provisions supplement or modify the Standard Specifications for Public Works Construction as referenced and stated hereinafter: PART 1 - GENERAL PROVISIONS SECTION 1 — TERMS, DEFINITIONS. ABBREVIATIONS. UNITS OF MEASURE AND SYMBOLS 1-2 TERMS AND DEFINITIONS Add the following definition: City — City of Newport Beach Page 1 of 35 SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT At the time of the award and until completion of work, the Contractor shall possess a Class A license. At the start of work and until completion of work, the Contractor and all Subcontractors shall possess a valid Business License issued by the City. 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents If there is a conflict or discrepancy between different Contract Documents, the more stringent requirement as determined by the Engineer shall control. 2-5.3.1 General. Add to this section, "A *.pdf digital document of each submittal may be substituted for hard copies with approval of the Engineer. Hard copies still may still be required for some submittals. Each submittal shall include a title page which clearly shows the following information: Contractor's name, address, and phone number; project name; submittal number and revision number; date; and relevant specification section. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of mobilization and demobilization; best management practices (BMP); traffic control implementation; staking, survey monument restoration, and survey monument adjustments; dewatering; utility company coordination and utility verification; removal of existing roadway, drainage and utility improvements; subgrade preparation, cold milling of existing asphalt pavement roadway; construction of asphalt concrete (AC) pavement, asphalt rubberized hot mix (ARHM) pavement, local pavement section repairs, PCC driveway approaches, PCC alley intersections, PCC cross gutters, decorative PCC median pavement, PCC curb ramps, truncated domes, PCC curb and gutter, PCC median curb, parkway drains, parkway drains, landscaping and irrigation improvements, utility relocations and adjustments, monitoring well adjustments, drainage improvements, traffic signage improvements, striping and painted curb improvements, and traffic signal improvements; as -built plan preparation, and all other work required by the contract documents. 2-7 SUBSURFACE DATA Add to this section, "The following report has been prepared for the City of Newport Beach and is attached as Appendix A for the Contractor's reference. Page 2 of 35 1. "Structural Pavement Investigation Report for Irvine Avenue from Santiago Drive to 16th Street" prepared by LaBelle Marvin and dated March 14, 2018. (Project No. 42783) 2-9 SURVEYING 2-9.1 Permanent Survey Markers Delete the second paragraph and replace with the following: The Contractor shall submit to the Engineer, a minimum of 7 days prior to the start of work, a list of controlling survey monuments which may be disturbed. The Contractor will: a) set survey points outside the affected work area that reference and locate each controlling survey monument that may be disturbed, b) file a Corner Record or Record of Survey with the County Surveyor after setting the survey points to be used for re-establishment of the disturbed controlling survey monuments, and c) file a Corner Record or Record of Survey with the County Surveyor after reestablishment of the disturbed (permanent) controlling 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 Contractor shall restore the affected survey monuments at his sole expense. The Contractor's Licensed Surveyor shall file the required Corner Record or Record of Survey with the County Surveyor upon monument restoration. 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. 2-9.2 Survey Service Delete this section and replace with the following: 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 design surveyor for this project is Stantec Consulting Services and can be contacted at (949) 923-6959. At a minimum, two (2) sets of cut -sheets for all areas shall be included in the bid price and copies of each set shall be provided to the City 48 -hours in advance of any work. SECTION 3 - CHANGES IN WORK 3-3 EXTRA WORK 3-3.2 Payment 3-3.2.2 Basis for Establishing Cost Page 3 of 35 3-3.2.2.3 Tool and Equipment Rental Tool and equipment rental rates shall be based on the current Caltrans rental rates. 3-3.2.3 Markup 3-3.2.3.1 Work by the Contractor Delete this section and replace with the following: The following percentages shall be added to the Contractor's costs (prior to any markups) and shall constitute the markup for all overhead and profit: 1) Labor ............................................ 15 2) Materials ....................................... 15 3) Equipment Rental ........................... 15 4) Other Items and Expenditures ........... 15 3-3.2.3.2 Work by a Subcontractor Delete this section and replace with the following: When all or any part of the extra work is performed by a Subcontractor, the markup established in Section 3-3.2.3.1 shall be applied by the Subcontractor to the actual costs (prior to any markups) and shall constitute the markup for all overhead and profit. An additional markup of five (5) percent of the subcontracted actual cost (prior to any markups) may be added by the Contractor. To the sum of the costs and markups provided for in this subsection, one (1) percent may be added for compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.3 Inspection Requirements 4-1.3.1 General All material and articles furnished by the Contractor shall be subject to rigid inspection, and no material or article shall be used until it has been inspected and accepted by the Engineer. The Contractor shall furnish the Engineer with 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 Contractor's readiness for inspection. Submittals are required for all construction materials. The Engineer 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 Page 4 of 35 failed tests or inspections are required because of unsatisfactory results in the manner in which the Contractor executed the work, such tests and inspections shall be paid for by the Contractor. SECTION 5 - UTILITIES 5-1 LOCATION 5-1.1 General The Contractor is responsible for, and shall at his or her expense, pothole all existing utilities which may be affected by the work to verify points of connection and potential conflicts. No segment of work shall begin until the contractor has potholed and verified points of connection and related connection material requirements, and coordinated the final/existing layout of the laterals/pipeline with the Engineer, including adjustments due to field conflicts with other utilities or structures above or below ground. Within seven (7) calendar days after completion of the work or phase of work, the Contractor shall remove all USA utility markings. Removal by sand blasting is not allowed. Any surface damaged by the removal effort shall be repaired to its pre - construction condition or better at the contractor's expense. 5-2 PROTECTION In the event that an existing pull box, meter box or any other utility box is damaged by the Work and is not re -useable, the Contractor shall provide and install a new replacement pull box, meter box or any other utility box of identical type and size at no additional cost to the City. 5-4 RELOCATION All City owned (and otherwise identified) pull boxes, water meter boxes, water valve boxes, sewer cleanout boxes and survey monument boxes (collectively known as "utility boxes") which are affected by the Work shall be replaced to finish grade with new utility boxes. During asphalt paving operation, manholes within paving area shall be temporarily lowered and covered. Upon completion of paving operation, manholes shall be permanently adjusted to finish grade. Manholes too shallow to be temporarily lowered shall be protected in place. The Contractor will be required to contact Southern California Edison, The Gas Company, cable television companies, telecommunication companies and any other utility companies to have their existing utilities adjusted to finish grade. The Contractor shall coordinate with each utility company for the adjustment of their facilities in advance of work to avoid potential delays to the project schedule. The Contractor shall provide the necessary survey control for all utility companies to adjust boxes and vaults to the final grade. The Contractor will be required to coordinate with these companies for inspection of the work. Page 5 of 35 The Contractor will be required to contact Charter Communications to have their existing utilities replaced as shown on the Plans. In addition, the Contractor shall coordinate with Mesa Water District prior to relocating their facility shown on the Plans. The Contractor shall coordinate with each utility company in advance of work to avoid potential delays to the Project Schedule. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule No work shall begin until a Notice to Proceed has been issued, a pre -construction meeting has been conducted, and a schedule of work has been approved by the Engineer. The Contractor shall submit a baseline schedule to the Engineer for approval a minimum of five working days prior to the pre -construction meeting. The Engineer will review the baseline schedule and may require the Contractor to modify the schedule to conform to the requirements of the Contract Documents. If work falls behind the approved baseline schedule, the Contractor shall be prohibited from starting additional work until Contractor has exerted extra effort to meet the baseline schedule and has demonstrated the ability to maintain the schedule in the future. Such stoppages of work shall in no way relieve the Contractor from the overall time of completion requirement, nor shall it be construed as the basis for payment of extra work because additional personnel and equipment were required on the job. Contractor shall update the schedule periodically or as directed by the Engineer to reflect any delay or extension of time. In additional, Contractor shall prepare 2 -week look -ahead schedules on a bi-weekly basis with detailed daily activities. The first order of work shall be to pothole the utilities at the Holiday Road / 21st Street intersection as shown on the plans to confirm the depth of those utilities and whether they will conflict with the proposed improvements. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 60 consecutive working days after the date on the Notice to Proceed. The Contractor shall ensure the availability and delivery of all material prior to the start of work. Unavailability of material will not be sufficient reason to grant the Contractor an extension of time. Normal working hours are limited to 7:00 a.m. to 4:30 p.m., Monday through Friday. Page 6 of 35 This project is located next to Mariners Elementary at Mariners Drive and Newport Harbor High School at 16th Street. Due to the close proximity to the schools, the southerly segment between 16th Street and Highland Drive/20th Street shall be completed by August 31, 2018, prior to the start of the 2018-19 school session. Final ARHM paving, traffic signal loops and the first coat of painted striping shall be completed by this date for the southerly segment. The remaining northerly segment from Highland Drive/20th Street to Santiago Drive may be completed after August 31, 2018 within the allotted time of completion as noted above. Final thermoplastic striping may also be completed after August 31, 2018. In order to minimize traffic impact at the 17th Street/WestCiff Drvie intersection, all work within 300 feet (both directions) of this intersection along Irvine Avenue shall be completed during night work hours. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., before or after the normal working hours prescribed above. Should the Contractor elect to work outside normal working hours, Contractor 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 6:00 p.m. on Saturdays only. A request for working outside the normal working hours must be made at least 72 hours in advance of the desired time period. A separate request must be made for each work shift. The Engineer reserves the right to deny any or all such requests. Additionally, the Contractor shall pay for supplemental inspection costs of $146 per hour when such time periods are approved. Pavement striping may be completed at night to minimize disruption to the community. All other work, except for the work by the 17th Street/WestCliff Drive intersection as described above, shall be completed during normal working hours. The following requirements shall apply for night work: A. Night work hours shall be considered to be from 9:00 p.m. to 6:00 a.m., Sunday night through Friday morning. No work is allowed Friday or Saturday nights. B. The Engineer must approve all requests for night work. C. The Contractor shall notify the Engineer two weeks prior to the start of any requested night work. The following days are designated City holidays and are non -working days: 1. January 1St (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) Page 7 of 35 8. Fourth Thursday and Friday in November (Thanksgiving and Friday after) 9. December 24th, (Christmas Eve) 10. December 25th (Christmas) 11. December 26th thru 30th (City Office Closure) 12. December 31 st (New Year's Eve) If the holiday falls on a Sunday, the following Monday will be considered the holiday. If the holiday falls on a Saturday, the Friday before will be considered the holiday. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full size set of plans to the Engineer. Retention payment and bonds will not be released until the as -built plans are reviewed and approved by the Engineer. A set of approved plans and specifications shall be on the job site at all times. 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 reviewed by the Engineer at the time each progress payment is submitted. Any changes to the approved plans that have been made with approval from the Engineer shall be documented on the as -built plans. 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. 6-9 LIQUIDATED DAMAGES For each consecutive calendar day after the time specified in Section 6-7.1 for completion of the work, the Contractor shall pay to the City or have withheld from moneys due it, the daily sum of $2,000. In addition to the specified overall contract time, an additional liquidated damage of $5,000 for each consecutive calendar day will be assessed for work not completed within the southerly segment as described in Section 6-7.1. In addition to the specified overall contract time, an additional liquidated damage of $2,000 for each consecutive calendar day will be assessed for not completing the temporary striping and tabbing as described in Section 314-4.1. Execution of the Contract shall constitute agreement by the City and Contractor that the above liquidated damages per calendar day is the minimum value of the costs and actual damage caused by the failure of the Contractor to complete the Work within the allotted time. 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 Page 8 of 35 inconvenience to residences, businesses, vehicular and pedestrian traffic, and the public as a result of construction operations. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 7-1.2 Temporary Utility Services If the Contractor elects to use City water, Contractor shall arrange for a meter and tender a $1,073.21 meter deposit with the City. Upon return of the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly charge for meter use, a charge for water usage and any repair charges for damage to the meter. Water used during construction shall be paid for by the Contractor. This includes water for flushing and pressure testing water lines, compaction, dust control, irrigation during maintenance period for landscaping, etc. City shall designate to the Contractor the location of the fire hydrant or other connection acceptable for drawing of construction and temporary water. City reserves the right to limit the location, times and rates of drawing such water. 7-2 LABOR 7-2.2 Prevailing Wages In accordance with California Labor Code Section 1720.9, hauling and delivery of ready -mixed concrete for public works contracts are subject to prevailing wages. 7-7 COOPERATION AND COLLATERAL WORK City forces will perform all shut downs of water, sewer and storm drain facilities as required. The Contractor shall provide the City advanced notice a minimum of seven calendar days prior to the time contractor desires the shutdown these City facilities. A four-hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00 p.m. or a six -hour shut down between the nighttime hours of 11:00 p.m. to 5:00 a.m. will be allowed. 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 Engineer. It is the Contractor's responsibility to notify the affected businesses and residents of the upcoming water shutdown with a form provided by the Engineer at least 48 hours in advance of the water shut down. 7-8 WORK SITE MAINTENANCE 7-8.1 General Page 9 of 35 In addition to the required motorized street sweepers following the cold milling machine as described in Section 302-1.7, the Contractor shall provide two (2) additional sweepers for the duration of the grinding and paving operation. 7-8.4 Storage of Equipment and Materials 7-8.4.2 Storage in Public Streets Construction materials and equipment may only be stored in streets, roads, or sidewalk areas if approved by the Engineer in advance. It is the Contractor's responsibility to obtain an area for the storage of equipment and materials. The Contractor shall obtain the Engineer's approval of a site for storage of equipment and materials prior to arranging for or delivering equipment and materials to the site. Prior to move -in, the Contractor shall take photos of the laydown area. The Contractor shall restore the laydown area to its pre -construction condition. The Engineer may require new base and pavement if the pavement condition has been compromised during construction. 7-8.6 Water Pollution Control 7-8.6.2 Best Management Practices (BMPs) The Contractor shall submit a Best Management Practice (BMP) plan for containing any wastewater or storm water runoff from the project site including, but not limited to the following: a. No placement of construction materials where they could enter storm drain system, which includes gutters that lead to catch basins. b. Checking construction vehicles for leaking fluids. c. Providing a controlled area for cleaning or rinse -down activities. d. Monitoring construction activities. e. Minimizing usage of water when saw -cutting and vacuum the residue. f. Providing measures to capture or vacuum -up water contaminated with construction debris. g. Removing any construction related debris on a daily basis. h. Protecting work areas from erosion. The BMP plan will be approved by the Engineer prior to any work. The City will monitor the adjacent storm drains and streets for compliance. Failure of the Contractor to follow BMP will result in immediate cleanup by City and back -charging the Contractor for all costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. Preparation and implementation of BMP plan shall be included in the Mobilization and Demobilization bid item. 7-10 SAFETY Page 10 of 35 7-10.3 Haul Routes Haul routes shall be submitted to the Engineer for review and approval. 7-10.4 Safety 7-10.4.1 Work Site Safety 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. 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 Security and Protective Devices 7-10.5.3 Steel Plate Covers Steel plates utilized for trenching shall be the slip resistant type per Caltrans standards. In addition, steel plates on asphalt pavement shall be pinned and recessed flush with existing pavement surface. SECTION 9 - MEASUREMENT AND PAYMENT 9-2 LUMP SUM WORK Contractor shall submit a detailed schedule of value for all lump sum bid items to the Engineer within 15 days after award of contract. 9-3 PAYMENT 9-3.1 General Revise paragraph two to read: The unit and lump sum bid prices for each item of work shown on the proposal shall include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work, including restoring all existing improvements, to complete the item of work in place and no other compensation will be allowed thereafter. All items indicated to be removed shall be disposed of offsite. Payment for incidental items of work not separately listed shall be included in the prices shown for the other related items of work. The following items of work pertain to the bid items included within the Proposal: Item No. 1 Mobilization and Demobilization: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for providing bonds, Page 11 of 35 insurance and financing, establishing a material and equipment storage location, documenting existing conditions, multiple mobilization and demobilization to adhere to the time of completion as described in Section 6-7.1, providing submittals, preparing and implementing the BMP Plan, preparing and updating construction schedules as requested by the Engineer, attending construction progress meetings as needed, coordinating with all applicable agencies, stakeholders and utility companies, and all other related work as required by the Contract Documents. This bid item shall also include work to demobilize from the project site including but not limited to site cleanup, removal of USA markings and providing any required documentation as noted in these Special Provisions. Item No. 2 Surveying Services: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs of surveying, establishing horizontal and vertical controls, providing construction staking, establishing centerline ties, adjusting survey monuments, filing pre- and post -construction corner records with the county, reestablishing property corners disturbed by the work, preparing record of survey, protecting and restoring existing monuments and other survey items as required to complete the work in place. Item No. 3 Traffic Control: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for delivering all required notifications and temporary parking permits, posting signs, covering conflicting existing signs, and all costs incurred notifying businesses and residents, preparing traffic control plans, providing the traffic control required by the project including, but not limited to, signs, cones, barricades, flashing arrow boards, K -rails, temporary improvements and striping, and flag persons. This item includes providing six (6) CMBs for the duration of the contract and updating messages on the CMBs as requested by the Engineer. This item also includes furnishing all labor, tools, equipment and materials necessary to comply with the California Manual on Uniform Traffic Control Devices (CA MUTCD), W.A.T.C.H. Manual, Latest editions, and these Special Provisions. Item No. 4 Clearing and Grubbing: Work under this item shall include all clearing and grubbing items of work (as described in Section 300-1) and any other item of work which are required for the project that is not specifically specified in a separate bid item. Item No. 5 Cold Mill Existing Pavement 2.5 -Inches: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for cold milling the asphalt concrete pavement, additional street sweepers, removal and disposal of pavement fabric, crack sealing the existing asphalt roadway with a hot - applied crack sealant (including routing out cracks and applying a soil sterilizer), constructing temporary asphalt concrete ramps along milled edges, hauling and disposing the milled material offsite, and all other work items as required to complete the work in place. Item No. 6 Cold Mill Existing Pavement 4 -Inches: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for cold milling the asphalt concrete pavement, additional street sweepers, removal and disposal of pavement fabric, crack sealing the existing asphalt roadway with a hot -applied crack Page 12 of 35 sealant (including routing out cracks and applying a soil sterilizer), constructing temporary asphalt concrete ramps along milled edges, hauling and disposing the milled material offsite, and all other work items as required to complete the work in place. Item No. 7 Construct AC Pavement Leveling Course: Work under this item shall include application of tack coat, placement, spreading, and compaction of asphalt pavement and all other work items as required to complete the work in place. Item No. 8 Construct ARHM Pavement Finish Course: Work under this item shall include application of tack coat, placement, spreading, and compaction of ARHM pavement and all other work items as required to complete the work in place. Item No. 9 Remove Existing and Construct AC over CMB Pavement Section: This Work shall apply to pavement section repairs for local digouts and adjacent to median curbs and cross gutters as identified with construction note 4 on the plans. Full depth AC pavement patch backs adjacent to new curbs and within private property are not included in this bid item. Work under this item shall include sawcutting and removal of existing pavement; removal of base and subgrade material; grading and compaction of subgrade: placement and compaction of crushed miscellaneous base material (importing if necessary); application of tack coat; placement, spreading, and compaction of AC pavement below the bottom of the AC leveling course; and all other work items as required to complete the work in place. Based on the geotechnical borings shown on the plans, the average new pavement section is approximately 6" AC (below bottom of AC leveling course) over 9" CMB. The square foot (SF) unit price shall be based on this average pavement section. Item No. 10 Remove Existing and Construct 6 -Inch Thick PCC Driveway Approach, Alley Intersection, or Longitudinal Gutter: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new driveway approach, alley intersection, longitudinal gutter, adjacent asphalt pavement and landscaping and irrigation improvements; grading and compaction of subgrade; placement and compaction of crushed miscellaneous base (importing if necessary); construction of concrete driveway approach, alley intersection, longitudinal gutter, integral curbs, and adjacent full depth asphalt concrete pavement; installation of expansion joint material, construction of weakened plane joints, regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 11 Remove Existing and Construct 8 -Inch Thick PCC Cross Gutter: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new cross gutter; grading and compaction of subgrade; placement and compaction of crushed miscellaneous base (importing if necessary); construction of cross gutter and integral curbs; installation of smooth galvanized steel bars; installation of expansion joint material, construction of weakened plane joints, restoration of all existing improvements damaged by the work; and all other work items as required to complete Page 13 of 35 the work in place. This work also includes the removal and reconstruction of the longitudinal gutters adjacent to the new driveway approaches and alley intersections. Removal and reconstruction of new pavement section adjacent to cross gutter shall be per separate bid item. Item No. 12 Remove Existing and Construct 4 -Inch Thick PCC Sidewalk: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new sidewalk and landscaping and irrigation improvements; grading and compaction of subgrade; construction of concrete sidewalk, installation of expansion joint material, construction of weakened plane joints, construction of under sidewalk drains not covered by another bid item, regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 13 Remove Existing and Construct 4 -Inch Thick Median PCC Pavement: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the median pavement; grading and compaction of subgrade; construction of new colored and stamped PCC median pavement to match existing, installation of expansion joint material, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 14 Remove Existing and Construct 4 -Inch Thick PCC Curb Ramp: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new curb ramp, adjacent sidewalk, and landscaping and irrigation improvements; grading and compaction of subgrade; construction of concrete curb ramp, integral retaining curbs, truncated domes, and adjacent sidewalk required to provide an ADA compliant curb ramp; installation of expansion joint material, construction of weakened plane joints, construction of under sidewalk drains not covered by another bid item, regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 15 Install Surface Mounted Truncated Domes on Existing Ramp.. Work under this item shall include the installation of surface mounted domes on existing curb ramps, restoration of all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 16 Remove Existing and Construct Type "A" PCC C&G (8 -Inch CF, 24 -Inch Gutter): Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new curb and gutter and adjacent pavement repair; grading and compaction of subgrade; construction of concrete curb and gutter and adjacent pavement repair (AC/CMB), including CMB under curb and gutter; installation of expansion joint material, construction of weakened plane joints, reconstruction of Page 14 of 35 existing curb openings and curb drains; re -chiseling the curb face for existing underground utilities; regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 17 Remove Existing and Construct Type "A" PCC C&G (8 -Inch CF, 36 -Inch Gutter): Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new curb and gutter and adjacent pavement repair; grading and compaction of subgrade; construction of concrete curb and gutter and adjacent pavement repair (AC/CMB), including CMB under curb and gutter; installation of expansion joint material, construction of weakened plane joints, reconstruction of existing curb openings and curb drains; re -chiseling the curb face for existing underground utilities; regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 18 Remove Existing and Construct Type "A" PCC C&G (6 -Inch CF, 18 -Inch Gutter): Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new curb and gutter and adjacent pavement repair, grading and compaction of subgrade; construction of concrete curb and gutter and adjacent pavement repair (AC/CMB), including CMB under curb and gutter; installation of expansion joint material, construction of weakened plane joints, reconstruction of existing curb openings and curb drains; re -chiseling the curb face for existing underground utilities; regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 19 Remove Existing and Construct Type "A" PCC C&G (6 -Inch CF, 24 -Inch Gutter): Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new curb and gutter and adjacent pavement repair; grading and compaction of subgrade; construction of concrete curb and gutter and adjacent pavement repair (AC/CMB), including CMB under curb and gutter; installation of expansion joint material, construction of weakened plane joints, reconstruction of existing curb openings and curb drains; re -chiseling the curb face for existing underground utilities; regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 20 Remove Existing and Construct Type "C" PCC C&G (6 -Inch CF, 12 -Inch Gutter): Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to Page 15 of 35 construct the new curb and gutter and adjacent pavement repair; grading and compaction of subgrade; construction of concrete curb and gutter and adjacent pavement repair (AC/CMB), including CMB under curb and gutter; installation of expansion joint material, construction of weakened plane joints, reconstruction of existing curb openings and curb drains; re -chiseling the curb face for existing underground utilities; regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 21 Remove Existing and Construct PCC Driveway C&G per Detail 1 on Sheet 5: Work under this item shall include the sawcutting and removal of existing integral driveway curb and adjacent pavement repair; grading and compaction of subgrade; construction of concrete curb and gutter and adjacent pavement repair (AC/CMB), including CMB under curb and gutter; installation of expansion joint material, construction of weakened plane joints, reconstruction of existing curb openings and curb drains; re -chiseling the curb face for existing underground utilities; regrading and repair of impacted landscaping and irrigation system improvements to match existing, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 22 Remove Existing and Construct PCC Curb Within Cross Gutter: Work under this item shall include the sawcutting and removal of existing integral cross gutter curb; grading and compaction of subgrade; construction of concrete curb and 4 -inch portion of cross gutter; construction of weakened plane joints, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 23 Remove Existing and Construct Parkway Drain and Required Parking Lot Improvements: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the new parkway drain and adjacent parking lot improvements (curb and gutter, asphalt pavement, etc.) required to construct the parkway drain while maintaining positive drainage; grading and compaction of subgrade; construction of parkway drain, construction of adjacent curb & gutter and asphalt pavement in parking lot, regrading and repair of impacted landscaping and irrigation system improvements to match existing; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 24 Remove Existing and Install New Landscaping and Irrigation System at Holiday Road (Only): This item shall cover the new landscaping and irrigation being installed along Holiday Road only. All other landscaping and irrigation system repairs shall be assumed to be included in the individual items of work which require the repairs. Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, landscaping, base and subgrade material, etc.) required to construct the landscaping and irrigation system; excavating and planting of plant material to match existing, placing soil amendment, installing the irrigation system Page 16 of 35 materials and related appurtenances to match existing, connecting new irrigation system to existing private irrigation system, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 25 Root Prune Tree and Install Root Barrier: Work under this item shall include the coordinating with the City's Urban Forester, protecting the existing tree, root pruning the existing tree, installing the root barrier, restoring all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 26 Remove and Replace CNB Survey Monument Frame and Cover to Grade: Work under this item shall include the removal of the existing City of Newport Beach (CNB) survey monument frame and cover, protection of the existing survey monument, temporarily lowering and/or covering the survey monument to facilitate paving operation, installing a new CNB survey monument frame and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 27 Remove and Replace CCM Survey Monument Frame and Cover to Grade: Work under this item shall include the removal of the existing City of Costa Mesa (CCM) survey monument frame and cover, protection of the existing survey monument, temporarily lowering and/or covering the survey monument to facilitate paving operation, installing a new CCM survey monument frame and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 28 Remove and Replace OCPW Survey Monument Frame and Cover to Grade: Work under this item shall include the removal of the existing Orange County Public Works (OCPW) survey monument frame and cover, protection of the existing survey monument, temporarily lowering and/or covering the survey monument to facilitate paving operation, installing a new OCPW survey monument frame and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 29 Adjust CNB Sewer Manhole Frame and Cover to Grade: Work under this item shall include the removal of the existing City of Newport Beach (CNB) manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 30 Adjust CMSD Sewer Manhole Frame and Cover to Grade: Work under this item shall include the removal of the existing Costa Mesa Sanitary District (CMSD) manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Page 17 of 35 Item No. 31 Adjust OCSD Sewer Manhole Frame and Cover to Grade: Work under this item shall include the removal of the existing Orange County Sanitation District (OCSD) manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 32 Remove Existing and Construct Drainage Improvements at Highland Drive / 20th Street: Work under this item shall include potholing and exposing utilities in advance of work; temporary and permanent support and protection of existing utilities, removal of all existing improvements (concrete, asphalt concrete, concrete backfill, base and subgrade material, catch basin, RCP, etc.) required to construct the drainage improvements; excavating, shoring, temporary patching and plating; controlling ground water (dewatering) and surface water; grading and compacting subgrade; constructing concrete catch basin (installing base, shaft, steps, grade rings, manhole frames and covers); constructing junction structure; constructing 21" RCP (installing pipe, installing external joint sealer, placing bedding and backfill material), construction concrete collar; connecting to existing storm drain facilities, native backfilling; concrete backfilling; construction of concrete local depression; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 33 Relocate Existing Water Air and Vacuum Release Valve Assembly: Work under this item shall include the removal of all existing improvements (concrete, asphalt concrete, base and subgrade material, etc.) required for the work; the removal of existing air and vacuum release valve assembly as shown on plans, salvaging any materials the City chooses and delivering them to a location specified by City, disposing of remaining materials, compaction, installing new air and vacuum release valve assembly, restoring all existing improvements damaged by the work, and all other work items as required for performing the work complete and in place. Item No. 34 Remove Existing and Repair Existing Dewatering Well Locations: Work under this item shall include potholing and exposing utilities in advance of work; temporary and permanent support and protection of existing utilities, removal and disposal of all existing improvements (concrete, asphalt concrete, base and subgrade material, etc.) required for the work; excavating, shoring, temporary patching and plating; controlling ground water (dewatering) and surface water; grading and compacting subgrade; importing and placing crushed miscellaneous base, repaving to match existing pavement structural section; restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 35 Remove and Replace CNB Water Valve Box and Cover to Grade: Work under this item shall include the removal of the existing City of Newport Beach (CNB) water valve box and cover, protection of the existing water valve, temporarily lowering and/or covering the valve to facilitate paving operation, installing a new CNB Page 18 of 35 water valve box and cover to grade, restoration of all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 36 Remove and Replace MWD Water Valve Box and Cover to Grade: Work under this item shall include the removal of the existing Mesa Water District (MWD) water valve box and cover, protection of the existing water valve, temporarily lowering and/or covering the valve to facilitate paving operation, installing a new MWD water valve box and cover to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 37 Remove and Replace Water Meter Box to Grade: Work under this item shall include the removal of the existing water meter box and all other improvements (landscaping, concrete, subgrade, etc.) required to install new water meter box, protection of existing water meter, installing a new water meter box to grade, restoration of all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 38 Adjust Monitoring Well Box to Grade: Work under this item shall include the removal of the existing monitoring well box, protection of remaining monitoring well appurtenances, temporarily lowering and/or covering the monitoring well to facilitate paving operation, reinstalling existing monitoring well box to grade, restoration of all existing improvements damaged by the work; and all other work items as required to complete the work in place. Item No. 39 Remove and Replace Street Light or Traffic Signal Pull Box to Grade: Work under this item shall include the removal of the existing street light or traffic signal pull box and all other improvements (landscaping, concrete, subgrade, etc.) required to install new street light or traffic signal pull box, protection of existing electrical or traffic signal equipment, installing a new street light or traffic signal pull box to grade, restoration of all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 40 Remove and Replace Traffic Signal Detector Loop: Work under this item shall include the removal of the existing traffic signal detector loop, protection of existing traffic signal equipment, installing a new traffic signal detector loop, restoration of all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 41 Remove and Replace Traffic Signal Conduits, Pull Boxes, and Wiring at Esther Street and Highland Drive / 20th Street: Work under this item shall include the removing the existing traffic signal pull box and wiring, abandoning existing conduit, protecting the existing traffic signal equipment, installing new traffic signal pull boxes and conduit (via trenching or boring), backfilling and compaction, splicing and repulling of new wiring, restoration of all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 42 Adjust Pull Box to Grade, Lower Traffic Signal Conduits and Fiber Optic Cable at Esther Street: Work under this item shall include protecting fiber optic cable Page 19 of 35 and conduit (replacing it if damaged), removing the existing pull box and necessary street improvements required for the work, lowering the existing fiber optic cable and conduit, installation of new pull box, backfilling and compaction, testing fiber optic cable for adequate transmission quality before and after adjustment to the satisfaction of the engineer, restoration of all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 43 Remove Existing and Install New Sign Post: Work under this item shall include removing the existing traffic sign post, post foundation, and all other improvements required to construct the new post and post foundation, installing new post and constructing new post foundation; restoring all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 44 Install New Sign: Work under this item shall include installing new sign on new or existing sign post or street light pole (new post installation per separate bid item); restoring all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 45 Relocate Existing Sign to New Post: Work under this item shall include removing and salvaging the existing traffic sign; installing the salvaged sign on new post (new post installation per separate bid item); restoring all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 46 Remove and Salvage or Dispose of Existing Sign: Work under this item shall include removing the existing traffic sign, protecting existing post and post foundation; salvaging the sign to the City yard; restoring all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 47 Remove Existing and Reinstall Red Curb Marking: Work under this item shall include removing the existing red curb paint (including built up areas) to the satisfaction of the Engineer, repainting the curb red; restoring all existing improvements impacted or damaged by the work; and all other work items as required to complete the work in place. Item No. 48 Install Striping, Pavement Markings, and Pavement Markers: Work under this item shall include installing traffic striping, pavement markings, pavement markers, multiple temporary striping to maintain traffic at all times, removing red curb paint (including built up areas) in areas where the curb will not be repainted red to the satisfaction of the Engineer; restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 49 Provide As -Built Plans. Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for all actions necessary to provide as -built drawings. These drawings must be kept up to date and submitted to the Engineer for review prior to request for payment. An amount of $5,000 is Page 20 of 35 determined for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -build drawings. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General Crushed Miscellaneous Base (CMB) shall be used as the untreated base material. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. The concrete slurry mix required for the drainage improvements shall consist of concrete sand, cement, and water at minimum. The use of fly ash and other admixtures to improve workability is optional. The sand shall be commercially quality concrete sand. The sand gradation shall meet the Section 200-1.5.5 "Sand Gradations" of the Standard Specifications for Portland Cement Concrete sand gradation or ASTM C33 grading requirements for Fine Aggregate. Cement shall conform to Section 201- 1.2.1 "Portland Cement" of the Standard Specifications. A minimum of 188 pounds (2 - sacks) of cement per cubic yard is required for the concrete slurry mix. Water must be free from oil, salts, and other impurities that adversely affect the backfill. Sufficient water must be used to produce a fluid workable mix that flows and can be pumped without segregation during placement. 201-2 REINFORCEMENT FOR CONCRETE Page 21 of 35 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE 203-6.5 Type III Asphalt Concrete Mixtures Asphalt concrete finish and leveling courses shall be III -C3 -PG 64-10 RAP. Asphalt concrete base course shall be III -B2 -PG 64-10 RAP. 203-11 ASPHALT RUBBER HOT MIX (ARHM) 203-11.3 Composition and Grading Asphalt rubber hot mix finish course shall be ARHM-GG-C. SECTION 209 — PRESSURE PIPE The relocation of the existing air and vacuum valve assemble at Holiday Road (21th Street) shall be per Mesa Water District's Standard Specifications and Standard Drawings for the Construction of Water Facilities. SECTION 214 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 214-4 PAINT FOR STRIPING AND MARKINGS 214-4.1 General Temporary striping shall be Rapid Dry paint. Final striping shall be reflectorized thermoplastic. Thermoplastic markings for continental crosswalks shall include a modifier to enhance friction when wet. Contractor shall submit modified thermoplastic material product for approval by Engineer prior to use. 214-6 PAVEMENT MARKERS All pavement markers shall comply with Section 85 of the State of California Standard Specifications. Page 22 of 35 214-6.3 Non -Reflective Pavement Markers 214-6.3.1 General All new non -reflective pavement markers Types A and AY shall be ceramic. 214-6.4 Retroreflective Pavement Markers 214-6.4.1 General All retroreflective pavement markers shall be 3M Series 290 with glass -covered faces, or approved equal. Add the following Section 215 — TRAFFIC SIGNS SECTION 215 - TRAFFIC SIGNS Signs shall be standard size per the California MUTCD unless otherwise shown. Retroreflective sheeting shall be Type 4 or greater. Sign shall be made of aluminum (08 inch thickness). New sign posts shall be 14 gauge 2 inch square (OD) unistrut installed into a 12 gauge 2 Y4 inch unistrut (OD) base. Sign mounting hardware and brackets shall be stainless steel. Unless otherwise specified, mounting hardware shall be 5/16"-18. Add the following Section 216 — Truncated Domes SECTION 218 — TRUNCATED DOMES 216-1 General. Cast -in-place raised truncated domes shall be dark grey in color and shall be ADA pavers as manufactured by Wausau Tile, Inc. of Wisconsin, ADA -2 Color A-90 or equal. These tiles shall be shall be installed on all new curb ramps. Surface applied raised truncated domes shall be dark grey in color and shall be Armor - Tile Surface Applied Tactile Detectable Warning Surface (#36118) or equal. Surface applied detectable warning surface shall be installed only on existing curb ramps in the City of Costa Mesa. Surface applied detectable warning surfaces shall not be installed in the City of Newport Beach. Page 23 of 35 PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 300-1.1 General. Add to this Section: All trees within the limits of work shall be removed unless indicated to be protected on the Plans. All trees to be removed shall be clearly marked. Do not remove trees until approved by the Engineer. Cost for tree removal shall be included in the "Clearing and Grubbing" bid item. Trimming of trees for the Contractor's convenience shall be at the Contractor's expense and shall be subject to prior approval of the Engineer. The Contractor shall return all salvaged items to either the City or the adjacent property owner where they were removed. If the City or adjacent property owner does not want these items, then the Contractor shall legally dispose of them at locations outside of the project site. Items to be salvaged shall be removed in a manner as to not damage them. Upon removal, Engineer will review condition of salvaged material and direct to Contractor to either deliver the salvaged material City's Utilities Yard at 949 West 16th Street, another location with the City, or to dispose of off-site. The Contractor shall make arrangements for the delivery of salvaged materials the City Utilities Yard by contacting the City of Newport Beach Utilities Division at (949) 644-3011. In addition to the work outlined in Section 300-1, "Clearing and Grubbing," of the Standard Specifications, the following items of work are included under Clearing and Grubbing unless otherwise covered by a specific bid item: a) Removal and disposal of all vegetation, trash and other objectionable material from the affected portion of the public right-of-way and areas adjoining these to where indicated on the Plans. b) Maintaining dust control at all times by watering, including developing a water supply and furnishing and placing all water required for work done in the Contract, including water used for extra work. c) Protection and maintenance of existing improvements, including utilities, trees, plants, irrigation, including temporary capping of facilities as required during construction, fences, walls and other facilities within the construction zone, except those specifically shown on the Plans or directed by the Engineer to be removed or relocated. d) Maintenance of the site in a neat and orderly condition throughout the construction period and clearing and removal of debris from site of work. e) Removal of all USA mark -outs. Page 24 of 35 D The removal of the AC Dike and planter at the Holiday Road (21th Street). g) Removal of tree near Holiday Road (21 st Street) intersection. All other removals shall be included in the various items of work and no additional compensation shall be allowed therefor. 300-1.2 Preservation of Property. Add to this Section: Contractor shall confirm all tree removals with Engineer prior to removal. 300-1.3 Removal and Disposal of Materials Removal and disposal of material shall be done by City approved licensed and Franchised Commercial Solid Waste Haulers. A current list of approved haulers can be found on the City's website at: http://newportbeachca.gov/index.aspx?page=157 and then selecting the link for Franchised Haulers List. 300-1.3.1 General The Contractor shall maintain the job site in a clean and safe condition. The Contractor shall remove any broken concrete, debris or other deleterious material from the job site at the end of each workday or as directed by the Engineer. Contractor shall meet with the Engineer to mark out the areas of roadway removal and replacement. Non -reinforced concrete and asphalt wastes generated from the job site shall be disposed of at a facility that crushes such materials for reuse. Excess soil and other recyclable solid wastes shall not be disposed of at a sanitary landfill. 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 and provide appropriate confirmation documentation from the recycling facility. All material disposal manifests shall be provided to the Engineer prior to release of final retention. The Contractor shall dispose of all excess or waste material and shall include all fees for such disposal in the appropriate bid items. No section of curb or curb and gutter to be replaced shall be less than 72 inches, measured parallel to the flow line. If construction joints, score lines or fractures are present within 72 inches of the proposed removal area, measured parallel to the flow line, removals shall be extended to the nearest score line or joint, or to the nearest score line or joint beyond the fractured area. Page 25 of 35 Reinforcing or other steel may be encountered in portions of concrete to be removed. No additional compensation will be allowed for the removal of concrete containing reinforcing or other steel. Backfill shall be placed and compacted to fill any voids created by removals. Backfill shall be placed and compacted in accordance with Section 300-4 "Unclassified Fill" of the Standard Specifications. This work shall be included in the individual removal item and no additional payment will be allowed therefor. For removals with foundations (building, walls, trash enclosure, bollards, street light poles, raised planters), the foundation removal shall be included as part of the individual removal item and no additional payment will be allowed therefor. 300-1.3.2 Requirements (a) Bituminous Pavement. Bituminous pavement shall be removed to neatly sawed edges with saw cuts made to a minimum depth of two (2) inches. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. (c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveway, and Alley Intersections. Concrete shall be removed to neatly sawed edges with saw cuts made to a minimum depth of two (2) inches. Joins to existing pavement lines shall be full depth sawcuts. Final removal between the sawcut lines may be accomplished by the use of jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted on the job. The Engineer must approve final removal accomplished by other means. SECTION 301 — TREATED SOIL, SUBGRADE PREPARATION, AND PLACEMENT OF BASE MATERIALS 301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade Replace the fourth sentence with the following: "In the case of Portland cement concrete pavement or sidewalk; manhole frames, meter boxes, valve can covers, and any other similar substructure shall be set to finish grade before paving." 301-2 UNTREATED BASE 301-2.3 Compacting Page 26 of 35 Replace the third paragraph with the following: "The relative compaction of each layer of compacted base material shall not be less than 95 percent as evaluated by ASTM D1557." SECTION 302 - ROADWAY SURFACING 302-1 COLD MILLING OF EXISTING PAVEMENT 302-2.1.1 General Pavement reinforced fabric was encountered 2.5 -inches below the pavement surface during the geotechnical investigation. Contractor shall removal all existing pavement reinforced fabric. This cost shall be assumed to be included in the cold milling bid items. Contractor shall remove all of the ARHM in the northbound lanes between Dover Drive and Santiago Drive. All cold milled surface shall be overlaid with AC leveling course within 24 hours. 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General All cracks '/4 -inch or greater in width shall be cleaned, have weed kill applied and sealed with a hot -applied crack sealant approved by the Engineer. In residential areas, no highway rated equipment or trucks are to be used (eg. no super trucks). Use truck and trailers or transfers. Use of heavier rated trucks must be approved by Engineer. The top layer of asphalt concrete (finish course) shall be placed in a separate lift. Longitudinal joints between two passes of asphalt concrete shall be along a lane line. Holes, spalls, and cracks greater than 1/4 -inch in width shall be filled and compacted to 95% minimum relative compaction. The pavement shall then be cleaned with a power broom. Exact limits of pavement digouts shall be confirmed by Engineer after cold milling operations. 302-5.8 Manholes (and Other Structures) All manholes, water valve boxes, and utility boxes shall be temporarily lowered prior to pavement cold milling. Upon completion of asphalt concrete finish course, the top of manholes, water valve boxes, and utility boxes shall be adjusted to grade to meet the smoothness requirement as specified in 302-5.6.2. Manholes that are too shallow to be temporarily lowered shall be protected in place. 302-6 PORTLAND CEMENT CONCRETE PAVEMENT Page 27 of 35 302-6.7 Traffic and Use Provisions The Contractor shall not allow vehicular traffic on new concrete until the concrete has attained a minimum compressive strength of 3000 psi. High early strength concrete may be attained to meet the time constraints by the use of additional portland cement or chemical admixtures in accordance with Section 201-1 and with prior approval of the Engineer. The cost of high early strength concrete shall be included in the unit prices for all concrete bid items. SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 303-5.1 Requirements 303-5.1.1 General Sidewalks 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 asphalt concrete patchback shall be placed within 72 hours following concrete placement. 303-5.5 Finishing 303-5.5.2 Curb The Contractor shall install or replace curb markings that indicate sewer laterals on the face of the curb. The Contractor shall mark the curb with a chiseled "S" for sewer. A two (2) day notice to the Engineer is required for requests to the City to determine the location of sewer laterals. 303-5.5.4 Gutter The Contractor shall hold the flow line tolerances to within 0.01 feet of those elevations shown on the plan. Dimensions of curb and gutter (curb height, gutter width, flowline depth) in repairs areas shall match adjacent existing curb and gutter dimensions. Curb height of new curb and gutter shall vary when adjacent to existing sidewalk being protected in place. For curb and gutter repairs to correct drainage issues, Contractor shall: 1. Survey the gutter flowline 20' past both ends of the repairs to confirm positive drainage of the existing curb and gutter to remain Page 28 of 35 2. Survey gutter flowline at both ends of repairs to confirm positive drainage shown on plans. Based on the above, Engineer may choose to modify limits of repairs. 303-5.7 Repairs and Replacements Add to this section: "Where any concrete requires repair before acceptance, repair shall be made by removing and replacing the entire area between joints, and not by refinishing the damaged portions." 303-7 COLORED CONCRETE 303-7.1 General Delete the first sentence and replace with the following: Colored concrete shall be produced by Method B (Integral Color) as described in Section 303-7.3. SECTION 314 — TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 314-4.1 General Pavement shall be temporarily striped and tabbed upon completion of pavement grinding operation within 24 hours. Pavement shall be temporarily striped and tabbed a second time after installation of AC leveling course within 24 hours. Finally, pavement shall be temporarily striped and tabbed a third time after installation of the ARHM final course within 24 hours. 314-4.2 Control of Alignment and Layout 314-4.2.1 General 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 proper striping over a weekend or holiday. Stop bars shall not remain unpainted overnight. 314-4.4 Thermoplastic Traffic Striping and Pavement Markings Page 29 of 35 314-4.4.1 General The final reflectorized thermoplastic striping shall not be applied until the finish course pavement or slurry seal 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. 314-4.4.2 Surface Preparation Primer shall be applied to concrete surfaces prior in application of thermoplastic striping. The primer shall be formulated for the intended application. 314-5 PAVEMENT MARKERS 314-5.1 General All Pavement markers shall comply with Section 82 of the State of California Standard Specifications. Non -reflective markers shall be ceramic. All new markers shall have glass faces or be 3M series 290. 314-5.4 Placement Raised pavement markers shall not be placed until the finish course pavement or slurry seal has been in place for at least 15 days. The location of raised pavement fire hydrant marker shall conform to the City of Newport Beach Standard Plan No. STD -902-L. Add Section 315 — TRAFFIC SIGN INSTALLATION SECTION 315 - TRAFFIC SIGN INSTALLATION Location of traffic signs shown on plans is approximate and shall be approved by the City prior to installation. Signs shall be installed at a clear height of seven feet at minimum unless otherwise shown on plans. Unistrut base shall be installed at a depth of 18 inches in concrete and 30 inches in dirt. Contractor shall USA location prior to installing sign. Page 30 of 35 Anti -seize lubricant shall be applied to hardware/fasteners prior to installation. PART 6 - TEMPORARY TRAFFIC CONTROL SECTION 600 - ACCESS 600-1 GENERAL Ten (10) working days prior to starting work, the Contractor shall distribute construction notices to residents within 500 feet of the project, describing the project and indicating the limits of construction. The City will provide the notices. Forty-eight (48) hours prior to the start of construction, the Contractor shall distribute to the residents a second written notice prepared by the City clearly indicating specific dates in the space provided on the notices when construction operations will start for each block or street. An interruption of work at any location in excess of 14 calendar days shall require re -notification. 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. 600-2 VEHICULAR ACCESS The Contractor shall install and maintain in place "NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs) which shall be posted at least forty- eight hours in advance of the need for enforcement. The signs will be provided by the City at no cost to the Contractor. However, the City reserves the right to charge $2.00 per sign following any excessive abuse or wastage of the signs by the Contractor. In addition, it shall be the Contractor's responsibility to notify the City's Police Department at (949) 644-3717 for verification of posting at least forty-eight hours in advance of the need for enforcement. City "Temporary Tow -Away, No Parking" signs are available at the Public Works Department public counter. The Contractor shall print the hours and dates of parking restriction on the "NO PARKING -TOW AWAY" sign in 2 -inch high non -erase letters and numbers. A sample of the completed sign shall be reviewed and approved by the Engineer prior to posting. 600-3 PEDESTRIAN ACCESS 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 Engineer to provide advance notice to any and all establishments whose access will be impacted by construction operations, particularly sidewalk construction. Page 31 of 35 SECTION 601 — WORK AREA TRAFFIC CONTROL 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, up to six (6) changeable message boards (CMBs), and any other measures deemed necessary by the Engineer to safely direct the public around areas of construction, and into and out of the affected establishments. Messages for the CMBs shall be updated by the Contractor as directed by the Engineer. 601-2 TRAFFIC CONTROL PLAN (TCP) The Contractor shall submit to the Engineer, at least five working days prior to the pre - construction meeting, traffic control plans, temporary striping plans and/or detour plans for each street and parking lot. The Contractor shall be responsible for processing and obtaining approval of a traffic control plans from the City's Traffic Engineer. The Contractor shall adhere to the conditions of the traffic control plan. Traffic control plans shall be prepared by a licensed Traffic Engineer and conform to the provisions of the WORK AREA TRAFFIC CONTROL HANDBOOK (W.A.T.C.H), Latest Edition. Traffic Control Plans shall be signed and sealed by a California licensed traffic engineer. Traffic control and detours shall incorporate the following items: 1. Emergency vehicle access shall be maintained at all times. 2. The locations and wordings of all barricades, signs, delineators, lights, warning devices, parking restrictions, and any other required details shall ensure that all pedestrian and vehicular traffic will be handled in a safe manner with a minimum of inconvenience to the public. 3. All advanced warning sign installations shall be reflectorized and/or lighted. 4. The Contractor shall accommodate the City's trash collection. If the Contractor elects to work on a street or alley during its trash collection day, it shall be the Contractor's responsibility to make alternative trash collection arrangements by contacting the City's Refuse Superintendent, at (949) 718- 3466 and all affected property owners. 5. At a minimum, the Contractor shall maintain one lane of traffic in each direction at all times when completing the work. Temporary striping will be required and shall be shown on the TCP. 6. Sidewalk closures in non-residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure and SIDEWALK CLOSED USE OTHER SIDE signs on barricades at the closest crosswalk or controlled intersection. Page 32 of 35 7. Sidewalk closures in residential areas, or as determined by the City, shall be set with barricades and SIDEWALK CLOSED signs on barricades at the closure. 8. Bike lane closures shall have BIKE LANE CLOSED AHEAD, BIKE LANE CLOSED, and SHARE THE ROAD/BICYCLE WARNING (combination) signs mounted on barricades in order on the approach and at the closure. PART 7 - STREET LIGHTING AND TRAFFIC SIGNAL SYSTEMS SECTION 701 — CONSTRUCTION 701-17 TRAFFIC SIGNAL CONSTRUCTION In addition to the details in this section, Refer to the State of California Department of Transportation Standard Specifications and Standard Plans (2015 Edition). 701-17.6 Detectors 701-17.6.3 Inductive Loop Detectors All installed loop detectors shall be completely functional to the satisfaction of the Engineer within five consecutive working days after placement of pavement finish course. PART 8 - LANDSCAPING AND IRRIGATION Landscaping and irrigation system repairs required for new improvements shall match the existing disturbed "in kind" to the satisfaction of the Engineer. This work shall be considered incidental the various bid items of work and no additional compensation shall be allowed therefor. Slopes shall be regraded to a maximum slope of 3:1 from the new improvement to meet existing adjacent surface. New landscaping and irrigation improvements at the Holiday Road (21st Street) intersections (1753 Irvine Avenue) shall be coordinated with property owner during construction. For bidding purposes, the Contractor shall assume these improvements will be turf and an irrigation system to match the existing grass and irrigation fronting this property along Irvine Avenue. As part of this work, the irrigation system shall be connected to this existing irrigation system and a new irrigation controller shall be installed if necessary. Page 33 of 35 SECTION 800 - MATERIALS 800-1 LANDSCAPING MATERIAL 800-1.1 Topsoil 800-1.1.1 General Topsoil shall be Class A (imported). SECTION 801 - INSTALLATION 801-1 General The Contractor is responsible for clearing and grubbing, pruning and removing tree roots that interfere with the work. The Contractor shall be responsible for ensuring that no tree roots are pruned or cut that could compromise the stability of the tree. The Contractor shall arrange to meet with the City's Urban Forester a minimum of five workdays prior to beginning the work. The Contractor shall describe the method of pruning and removing minor tree roots that may be encountered during construction. The Urban Forester will decide at that time if a formal submittal is required for review by the City. If the Contractor encounters large tree roots, he/she shall cease work at that location and immediately contact the City's Urban Forester for inspection. Upon inspection, the Urban Forester may require the Contractor to formally submit a plan for removing the large roots to the City for review. If required, the submittal shall adhere to the following guidelines. 1. Root Pruning a. Whenever possible, root pruning shall only be done on one side of the tree unless specifically authorized by the City's Urban Forester. b. Roots shall be cleanly severed using a root -pruning machine, ax or comparable tool. 2. Arbitrary Root Cut a. A straight cut with a root -cutting machine shall be made. b. The cut shall be a maximum 14" below grade for sidewalks and 26" for curbs, and shall be made as far away from the tree base as possible. 3. Selective Root Pruning Page 34 of 35 a. This process involves selectively removing offending roots when a tree trunk or root flare is less than 2 feet from the sidewalk and/or the size, species or condition of the tree warrants a root cut to be hazardous to the tree or when there is only one minor offending root to be removed and/or the damage is minimal (i.e., only one panel uplifted, etc.) b. Selective root pruning shall be performed with an ax or stump -grinding machine instead of a root -pruning machine. c. All tree roots that are within the sidewalk construction area shall be removed or shaved down. d. Roots greater than two inches in diameter that must be removed, must be pre -approved by the City'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. Page 35 of 35 City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 APPENDIX A — STRUCTURAL PAVEMENT INVESTIGATION STRUCTURAL PAVEMENT INVESTIGATION REPORT For Irvine Avenue From Santiago Drive to 6t" Street Within the City of Newport Beach, California Project No. 42783 SUBMITTED: November 20, 2017 REVISED: March 14, 2018 Client: City of Newport Beach C/O STANTEC 46 Discovery I Suite 250 Irvine, CA 92618 Reviewed By: LPA LaBelle Marvin STEVEN R. MARVIN RCE 30659 Professional Pavement Engineering 2700 South Grand Avenue, Santa Ana, CA 714-546-3468 — label lemarvin.com Stantec/Newport Beach Irvine Avenue November 2017 Project No. 42783 Lel LaBelle -'.. . TABLE OF CONTENTS SECTION PAGE 1.0 PROJECT OVERVIEW 1 2.0 SCOPE OF SERVICES 3 2.01 SITE INSPECTION 2.02 IN-PLACE STRENGTH TESTING 2.03 GROUND PENETRATING RADAR (GPR) 2.04 FIELD CORE SAMPLING 2.05 BULK SAMPLING OF SUBGRADE SOILS 2.06 ENGINEERING ANALYSIS 2.07 REPORT PREPARATION 3.0 PROJECT DISCUSSION 7 3.01 REHABILITATION PROCEDURES 3.02 RECONSTRUCTION 3.03 ASPHALT CONCRETE OVERLAY 3.04 ASPHALT RUBBER HOT MIX OVERLAY 3.05 COLD IN-PLACE RECYCLING (CIR) 3.06 FULL DEPTH RECLAMATION 3.07 PARTIAL SECTION REPLACEMENT 4.0 TRAFFIC USE ESTIMATES 14 5.0 FIELD CONDITIONS 15 6.0 GROUND PENETRATING RADAR 17 7.0 SUBSURFACE EXPLORATION 18 8.0 CONDITION AND STRUCTURAL ANALYSIS 20 8.01 REFLECTIVE CRACK ANALYSIS 8.02 RIDE QUALITY ANALYSIS 8.03 SUBGRADE STRENGTH ANALYSIS - DEFLECTION BASED 8.04 STRUCTURAL SECTION COMPONENT ANALYSIS - LABORATORY 9.0 CONCLUSIONS AND RECOMMENDATIONS 23 10.0 REPLACEMENT SECTION ALTERNATIVES 34 11.0 SUBGRADE CONDITIONS 37 10.01 CONVENTIONAL SECTION PROCEDURE 10.02 FULL DEPTH ASPHALT CONCRETE PROCEDURE 12.0 MATERIAL RECOMMENDATIONS 38 12.01 AGGREGATE BASE 12.02 ASPHALT CONCRETE (NEW CONSTRUCTION AC BASE COURSE) 12.03 ASPHALT CONCRETE (LEVELING COURSE AND WEARING SURFACE) 12.04 GEOTEXTILE 12.05 ASPHALT RUBBER HOT MIX APPENDIX A STREET IMPROVEMENT RECOMMENDATION PLANS B DEFLECTION STRUCTURAL ANALYSIS SUMMARY TABLES C CORE LOCATION PLAN AND SAMPLE LOG D GROUND PENETRATING RADAR PLAN E IN -FIELD DEFLECTION TESTING DATA F R -VALUE DETERMINATIONS (CA 301) G GLOSSARY OF TERMS Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . illltl�I►kI.Tel bill" 9 IQLl The City of Newport Beach, California in conjunction with the City of Costa Mesa, community input and the Citywide Pavement Management Plans have identified the need for rehabilitation of Irvine Avenue from 16th Street to Santiago Drive. Roadway improvements may also include limited median modifications, frontage improvements, ADA compliant ramp construction and/or lane reconfiguration. Irvine Avenue coincides with the boundary City Limits of Newport Beach and Costa Mesa from 16th Street to immediately north of Baycrest Road. The roadway north of Baycrest Drive is entirely within the City of Newport Beach. The dividing line between the two Cities from Sherrington Place to Baycrest Drive generally coincides with the roadway centerline. The City limits separating Newport Beach and Costa Mesa coincides with the approximate lane line between the northbound number one and two lanes from 16th Street to Sherrington Place. Current Memorandum of Understandings between the two Cities includes the City of Newport Beach serving as the principle design contact. Current roadway conditions reflect the original as -built pavement sections, combined with various asphalt concrete resurfacing projects. The roadway between 16th Street and immediately south of Westcliff Drive/17th Street includes a standard crown section, with the high point near the center of the roadway, and cross slope carrying rainfall and surface water towards the roadway edges collected in the existing curb and gutter system. The roadway north of Westcliff Drive/17th Street to Holiday Road includes a more unique cross section and profile with a twin crown roadway with the northbound and southbound lanes each including crowned sections which direct surface runoff towards the roadway edges and the raised median. Catch basins /drop inlets are generally provided along the median curbs for storm water collection. Historical resurfacing projects have resulted in a pronounced crown in each direction, which often presents an uncomfortable ride within the number one travel lanes. The northbound lanes north of Dover Drive have been modified as a result of a more recent asphalt rubber hot mix wearing surface. The combined pavement milling and ARHM wearing Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. surface appears to moderate the severity of the roadway cross slopes in the northbound lanes between Dover Drive and Holiday Road. The roadway includes striping for bicycle use or bicycle lanes along the entire length of the project. A striped parking lane, between the curb and gutter frontage improvements and the number two travel lane is designated from Dover Drive to Holiday Road northbound and Holiday Road to 20th Street southbound. The combined parking/bicycle defined lanes are generally within the City of Newport Beach. The purpose of the study is to explore the condition/strength of the roadway through a combination of in place strength testing, pavement core sampling and Ground Penetrating Radar (GPR) to document pavement thicknesses, subsurface borings and associated laboratory testing. The various factors and conditions documented are combined with future traffic estimates to provide recommendations for reinforcement of the roadway where required. In place strength testing also aids in defining the limits of reconstruction where necessary. The investigation provides documentation and independent analysis of the present structural conditions. The structural condition analysis is combined with field observations and engineering judgment to define or explore various means of possible rehabilitation. The field strength measurements and cross section structural thicknesses were compared to current and future traffic use providing a basis for development of improvement requirements to meet long-term City performance expectations. A challenge for rehabilitation of the roadway will be effective control or limiting of premature reflective cracking where asphalt concrete overlay is utilized. The roadway profile and cross section along the length of the project imposes a number of grade and rehabilitation challenges. Combined with the coincidental City Limits along the roadway, a full range of rehabilitation strategies will be required to enhance the design team effectiveness. The roadway generally includes 4 travel lanes, 2 each northbound and southbound. The directions of travel are separated by a combination of striped and raised medians. The roadway Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . is simple crown section from 16th Street to near Westcliff Drive. A limited length raised median is present at Westcliff Drive, imposing curb height limitations for reinforcement needs, if any. The roadway cross section changes to two independent 2 lane roadways with separate crown and cross slopes northbound and southbound from Westcliff Drive to Holiday Road. The raised median includes a combination of valley gutters connecting median islands and median island drop inlets. The median changes configuration north of Holiday Road to include a simple crown section with striped median. Surfacing history along the roadway also complicates the rehabilitation strategy, with a rubberized hot mix or asphalt rubber hot mix wearing surface north of Dover Drive apparently limited to the northbound lanes. A challenge for rehabilitation of the roadway will be crown and cross slope issues, particularly between Westcliff Drive and Holiday Road and effective control or limiting of premature reflective cracking where asphalt concrete overlay is utilized. 2.0 SCOPE OF SERVICES Investigation of Irvine Avenue from 16th Street to Santiago Drive, utilized - Non-destructive strength testing to define current roadway strengths - Field core sampling to verify as -built pavement sections along the roadway segment - Defined section thickness changes utilizing Ground Penetrating Radar - Laboratory subgrade testing defining design subgrade conditions and strengths - Visual review of prevailing conditions and - Engineering analysis. 2.01 Site Inspection Review of prevailing conditions was performed during several separate field review and data gathering periods. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. - Site reconnaissance to determine the general roadway layout, traffic control requirements during testing and sampling and the variability of conditions to define testing and sampling intervals - Documentation of site conditions during field strength (deflection testing sequence) testing - Documentation of site conditions during Ground Penetrating Radar (GPR) testing - Documentation of site conditions during field core sampling - Verification and correlation of field conditions during engineering review of conditions 2.02 In -Place Strength Testing Pavement strength (FWD) testing was performed in accordance with California Test Method 356 to determine the current load carrying capacity of the roadway and ultimately develop rehabilitation/resurfacing potential. Pavement response to the Falling Weight Deflectometer (FWD) was obtained at each test site including - Deflection at the loading point - Correlating deflection at nine (9) additional locations spaced 6" to 12" on center at each test site defining the pavement deflection basin under loading - Distance Measuring Instrument (DMI) project limits and cross street locations - DMI curb and or gutter locations - Median type and DMI location - Visible changes in pavement conditions or types - DMI longitudinal test location - GPS spatial test location - Pavement surface temperature 2.03 Ground Penetration Radar Section Verification Use of Ground Penetrating Radar provides nearly continuous measurement (3 scans per linear foot) of the existing pavement section along each of the test lines. The GPR Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . measurements provide information relative to changes in section and as importantly locations of change. These GPR data are especially important where historical roadway improvements include previous use of conventional asphalt concrete over aggregate base intermingled with areas or lanes constructed with full depth asphalt concrete. Information generated through GPR testing is supplemented by core information aiding in identifying the composition of the various pavement layers. GPR also permits gathering extensive thickness information in difficult to access locations such as major intersections. Typical conventional sampling methods prevent gathering extensive information within existing high traffic intersections, leading to use of assumptions during design. Testing through the intersections provides multiple thickness test lines defining the locations and extent of crown modifications, widening implications, etc. Specific information is also available relative to various utility trenches and patches along the length of the roadway which may impact pavement performance and planned construction. GPR identifies essential information including - Distance Measuring Instrument (DMI) locations - Visible changes in pavement conditions or types - DMI longitudinal test location - GPS spatial test location - Asphalt Concrete surfacing thickness 2.04 Field Core Sampling Core sampling of the existing pavement was performed to document the thicknesses of the various pavement structural layers along the roadway. The cores obtained during this investigation provide an understanding of the roadway history and present a clearer picture of as -built thickness variations, previous use of pavement reinforcing fabrics, asphalt rubber hot mix, etc. Pavement core sampling included: Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. - DMI longitudinal and transverse location - Asphalt concrete total thickness and individual layer thickness - Asphalt rubber hot mix thickness (where present) - Presence of pavement reinforcing fabric (if any) - Portland Cement Concrete layer thickness (if any or where encountered) - Aggregate base layer thickness and condition (if any) 2.05 Bulk Sampling of Subgrade Soils Bulk samples of the underlying subgrade soils are obtained at each field core location. Bulk soil samples combined with field thickness measurements provide a basis for analyzing the cause or causes of conditions encountered during the investigation. Data included - Subgrade identification - In-situ subgrade moisture determination - Subgrade R -Value strength determination 2.06 Engineering Analysis The Engineering analysis combines the various data with field observations and engineering judgment, providing a basis for structural evaluation of the pavement section. - Component Analysis combining laboratory strength measurements and field thicknesses - Site Condition Assessment comparing prevailing visual conditions, ride qualities, drainage patterns, etc. with documented information - In place strength analysis of the current roadway behavior under loading 2.07 Report Preparation The final report utilizes all information developed during the investigation, combined with engineering judgment and ongoing developments in pavement design and Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . engineering, yielding recommendations for rehabilitation and/or reconstruction. The results of this investigation were also compared to previous studies where available to assess changes in conditions which have occurred with use and ongoing maintenance. 3.0 PROJECT DISCUSSION The investigation performed utilizes a full range of measuring techniques to assess the present structural condition of the roadway within the study area. The study utilizes close interval in place strength testing to define the impact of previous traffic use, the environmental effects such as seasonal rainfall, subsurface moisture changes and extended drought periods on the current roadway. Pavement core sampling defines the existing section thicknesses and documents subgrade soil conditions. The combination of data is used to determine the combined effects of subgrade strength variations, historical traffic use, previous maintenance, and resurfacing. The various methodologies employed provide exploration of rehabilitation alternatives, and provide a cross check for full understanding of the roadway history contributing to present conditions. The specific 'hard' data is combined with visual examination of the roadway during development of testing protocol, field core sampling and during engineering review of conditions prior to development of final recommendations for maintenance, rehabilitation or reconstruction. The variables associated with pavement performance and pavement rehabilitation present challenges which are addressed during design including current grades, crown heights and cross slopes, at grade PCC bus pads, curb and gutter and median curb heights. The impact on surface grades and elevations for each of the rehabilitation or maintenance alternatives is evaluated to explore short and long term performance with related initial and projected long term costs. Balancing the costs and benefits requires consideration of numerous alternative methods of construction, which along with the costs and benefits include certain risks. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. Pavement reconstruction provides the greatest product uniformity generally at the highest initial cost. Reconstruction includes the potential of encountering undefined subsurface conditions, utility conflicts, weather delays, and increased costs related to change orders. Reconstruction also includes obvious disruption to residential and business life, and may be hampered with delays where subsurface conditions require design or construction changes. The specter of maintaining emergency access to businesses and residents impacted by the construction project are always most severe during roadway reconstruction projects. Resurfacing of the existing roadway typically includes the least initial cost balancing performance risks with construction and personal cost savings, constructability, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse and the impact on adjacent residents and businesses. The least cost alternative available may therefore not always be the most cost effective alternative over time. Evaluation of the roadway system, and ultimately selection of an appropriate course of corrective action must consider each of these objective issues, and combine these impacts with subjective values of the community such as appearance, curing periods, actual apparent work performed versus the total area within the City improved, i.e., the perceived value of work performed. Inherent in each of the construction procedures, including reconstruction, is the potential for unknown conditions, change orders, quality control and quality assurance procedures, the risks and implications of material variability and, in the case of resurfacing, grade impacts, grade restrictions along the roadway edges due to the presence or absence of curb or curb and gutter, prior construction history, the potential for reflection of existing cracking through the new wearing surface, etc. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. 3.01 Rehabilitation Procedures The majority of resurfacing systems are designed to address these variables, simply and effectively utilizing cold milling along pavement edges, aggressive crack filling, and where cracking is extensive, use of materials or layers resistant to premature reflective cracking. A key element in each of the resurfacing procedures is a comparison of both structural and aesthetic need, combined with the foreseeable risk, long and short term performance benefits of the procedure and a comparison of resurfacing costs with the large expense of complete reconstruction. 3.02 Reconstruction Reconstruction almost generally provides the least long term performance risk at the highest cost of construction. Typical reconstruction costs range from 3 to 10 times more than each of the resurfacing alternatives and is therefore selected only when all other alternatives are exhausted. Reconstruction involves complete removal of the existing pavement section and any underlying aggregate base layers, typically along with a defined amount of underlying subgrade soils. Where utility conflicts exist, such as shallow telecommunications lines or utilities which were previously installed within the upper few feet of the pavement surface due to other depth restrictions or prior regulations, such utilities are then either relocated or somehow protected in place. Subgrade conditions may also dictate changes in construction scheduling, such as where subgrade is wet and will not support conventional construction equipment, areas where high ground water tables prevent ready drying of materials, or where adjacent conditions such as lakes, landscape slopes, etc. provide continual infiltration of water into the excavation. Prevailing weather conditions, such as persistent fog, unforeseen rainfall, etc. will also adversely impact reconstruction activities. Reconstruction does however present certain advantages such as future uniformity of construction, greater opportunities for quality control, correction of past problematic conditions, etc. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . Specific replacement section alternatives are provided within this report, utilizing both conventional asphalt concrete over aggregate base sections and full depth asphalt concrete sections constructed directly over the prepared subgrade soils. The replacement sections are location and street specific, based on variations in subgrade strengths determined during laboratory testing, and projected future traffic use. Replacement section alternatives are designed using methods outlined in the Flexible Pavement Structural Section Design Guide for California Cities and Counties, Third Edition, and the Caltrans Highway Design Manual Fourth and Fifth Editions. 3.03 Asphalt Concrete Overlay Asphalt concrete overlay provides improvement of the roadway, utilizing the existing layers of asphalt concrete and aggregate base as support for a new wearing surface. Addition of a defined thickness of asphalt concrete provides structural reinforcement of the roadway, permitting the designer to address changes in traffic use, increases in traffic volumes and weights, correct riding qualities, and effectively extends the structural performance of the roadway for ten or even twenty years, consistent with the design traffic indies. Placement of asphalt concrete overlays results in an increase in crown height and of course roadway cross slope. As such, repeated placement of asphalt concrete overlays ultimately becomes unacceptable, resulting in either full street cold milling or possibly reconstruction. Pavement grinding is used for most overlays to provide a transition along the edges of the roadway, adjoining curb or gutter, at cross streets, at the termination point of overlays and at transitions to other fixed elevations such as railroad crossings, large utility vaults, etc. Remaining fixed elevation improvements such as manhole covers, valve covers, etc. are typically adjusted to the new finished elevation through use of risers or reconstruction of the item. A significant consideration during design and ultimately construction of overlays is the potential for existing pavement cracking of differing severity to reflect through the new Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. wearing surface, with obvious aesthetic impacts. The reflected cracks also eventually become future maintenance issues, and in severe cases, provide an avenue of water damage from the surface, through to the underlying base and subgrade layers. Asphalt concrete overlays must weigh the risks of limited crack reflection versus the obvious cost and construction benefits of roadway reuse and extension of the useful life through cost effective overlay. Asphalt concrete overlays are seldom placed over roadways that are completely free of cracks of some type or description. Reflection crack control systems have therefore been developed and include use of simple or involved crack filling, use of pavement reinforcing fabric and pavement grids, use of asphalt rubber aggregate membranes, etc. Each of these methods results in controlling a percentage of the reflective cracks, at varying costs. None of the systems are intended to address every type of crack, with the most aggressive systems achieving an 80% or greater reduction in premature reflective cracking. Since even new pavements following construction or reconstruction are subject to cracking over time, reasonable control of reflective cracking for a 10 year period is considered acceptable. Placement of asphalt concrete overlays are limited by surrounding elevations such as existing curb and gutter, existing medians, the crown height or roadway elevation, and the cross slope resulting from placement of overlays. The overlay limit will vary, depending upon the specific roadway width and previous overlay history, etc. In general, a 4" thick maximum overlay thickness is considered for preparation of the materials report. Where the required overlay exceeds the limits imposed, reconstruction becomes necessary. Design elements during design such as widening, construction of new curbs and gutter, etc., will impact the potential for overlay placement. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. 3.04 Asphalt Rubber Hot Mix Overlay Asphalt rubber hot mix overlay should be considered a hybrid of the asphalt concrete overlay pavement restoration procedure. Asphalt rubber binders, and more recently polymer -modified binders, have been developed to provide additional flexibility of the pavement layer, thereby providing further resistance to reflective cracking. The increased flexibility provides a greater tolerance for excessive deflection, and as such, although not providing inch per inch structural reinforcement of the existing pavement structure, provides comparable long-term performance characteristics. Similar to asphalt concrete overlays addition of a defined thickness of asphalt rubber hot mix provides structural reinforcement of the roadway, permitting the designer to address changes in traffic use, increases in traffic volumes and weights, correct riding qualities, and effectively extend the structural performance of the roadway for 10 or more years. Placement of asphalt rubber hot mix overlays also results in an increase in crown height and of course roadway cross slope. As such, repeated placement of asphalt concrete or asphalt rubber hot mix overlays ultimately becomes unacceptable, resulting in either full street cold milling or possibly reconstruction. Pavement grinding is used for most overlays to provide a transition along the edges of the roadway, adjoining curb or gutter, at cross streets, at the termination point of overlays and at transitions to other fixed elevations such as railroad crossings, large utility vaults, etc. Remaining fixed elevation improvements such as manhole covers, valve covers, etc. are typically adjusted to the new finished elevation through use of risers or reconstruction of the item. Asphalt rubber hot mix overlays are seldom placed over roadways that are completely free of cracks of some type or description and are not used for new construction. Since even new pavements following construction or reconstruction are subject to cracking Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. over time, reasonable control of reflective cracking for a 10 year period is considered acceptable. 3.05 Cold In -Place Recycling (CIR) Developments in recycling combined with recognition of the economic and environmental benefits of recycling have contributed to a resurgence in interest in reuse or recycling of all or most of the asphalt concrete layer in conjunction with resurfacing or rehabilitation projects. Cold in place recycling incorporates specially formulated or engineered emulsions with in place pavement milling/pulverization. The final process may include supplemental aggregate where laboratory mix designs identify the need for the types of emulsified binders and aggregate gradations. The cold recycled layer limits the quantity of materials exported to landfills and imported from commercial material suppliers, reducing the environmental footprint of the process. Balancing the benefits of cold in place recycling including but not limited to material reuse, reduction of reflection crack potential, structural improvement, etc, are roadway construction history, structural improvement requirements, construction logistics, grade limitations, and the need for a wearing surface, independent of the CIR layer. The clear benefits of CIR have to be compared to the identified roadway requirements. Placement of a new wearing surface in addition to the CIR process is required. The critical factors therefore include the design thickness of the wearing surface, and where grades so dictate, the thickness of materials which must be removed prior to or in concert with the process. 3.06 Full Depth Reclamation Full depth reclamation (FDR) encompasses in place pulverization of all or a defined portion of the existing asphalt concrete layer and all or part of the underlying aggregate base layer with inclusion of Portland cement to provide a stabilized and structurally improved layer foundation for the final roadway layer. The most cost effective FDR Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle-'. . projects include a measure of aggregate base and asphalt concrete for reclamation in excess of 10" and preferably 14" thick, thereby avoiding inclusion of the subgrade soils and achieving the greatest layer improvement with the least amount of Portland cement. The reduced Portland cement content also reduces future volume change risks which are sometimes associated with cement stabilized layers. The potential for block type cracking within the stabilized layer may lead to use of micro -cracking, use of pavement reinforcing fabric and/or use of asphalt rubber hot mix wearing surfaces. Consideration of FDR within this investigation compares structural needs with measured subgrade strengths, layer thicknesses and construction logistics. 3.07 Partial Section Replacement Historical increases in traffic weights and volumes often results in distress of the asphalt concrete layer due to the initially limited layer thickness. Where possible, removal of the asphalt concrete layer and some limited portion of the aggregate base, thereby increasing the asphalt concrete thickness and providing substantial roadway strength implements within the existing roadway prism. Partial Section Replacement also provides an opportunity to remove aged or unstable layers of asphalt concrete, replacing same with new, crack and rut resistant materials. Partial section replacement may include replacing only part of the existing asphalt concrete, or where additional structural capacity is required, replacing some portion of the aggregate base layer with asphalt concrete. Increased asphalt concrete thicknesses also provide a method for the structural section to keep pace with traffic increases and changes in design standards. 4.0 TRAFFIC USE ESTIMATES The Traffic Index includes future traffic estimates and is a critical component of the analysis, providing a basis for developing probable future load associated impacts on the roadway. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. Traffic Indices are typically developed through evaluation of current traffic patterns, truck and buys use percentages and estimates of future growth within the selected design period. Alternatively, street traffic indices may be selected based on street category. Selection by street category is generally used during new development due to the absence of current traffic information. Pavement design, both new and for rehabilitation is based on comparing estimated or measured pavement strength information with future traffic use. The specific design requirements are then developed to support specific loads, such as minimum criteria for Fire Trucks and trash trucks, combined with estimates of the numbers and weights of general truck use over time. Since the number of loads over time is a critical element in designing pavement section thicknesses or reinforcing requirements, particular attention is required to ensure reasonable accuracy. No scheduled transit use along Irvine Avenue was identified. Traffic Index (TI) information was developed by Stantec. The resulting 9.0 to 9.5 Traffic Index was utilized to evaluate current structural capacity and develop alternative rehabilitation recommendations. Where review of traffic studies indicate actual truck weights or both current and future bus use differ from the traffic projections represented by the Traffic Indices used, revision of these findings may be necessary. 5.0 FIELD CONDITIONS Irvine Avenue is a collector/arterial roadway along the border of the Cities of Newport Beach and Costa Mesa. The roadway serves as a collector roadway for numerous conventional housing communities and serves areas of retail and commercial use. The roadway also serves higher density housing and Newport Harbor High School near the southern end of the project. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle-'. . While the roadway configuration is quite variable Irvine Avenue generally includes four thru travel lanes with dedicated left turn lanes at most intersections. Dedicated right turn lanes are also provided at major intersections. Directions of travel are separated by a combination of striped and raised medians, with left turn lanes provided within the median area. The current cross section is a conventional crown from 16th Street to Westcliff Drive/17th Street. The configuration changes to two independent crown sections, northbound and southbound, from Westcliff Drive to Holiday Road. Historical resurfacing and median reconfigurations have resulted shifting the crown to the parking/bicycle lane, particularly southbound, with a relatively steep cross slope towards the median. The roadway configuration changes again north of Holiday Road, with a conventional crown and cross slope roadway separated by a striped median. The northbound lanes of the roadway north of Dover Drive have been resurfaced using an asphalt rubber hot mix wearing surface. Pavement reinforcing fabric was encountered 2 %" below the pavement surface in the southbound number one lane immediately north of 20th Street/Highland Drive. The use of various crack mitigating layers suggests the current block, lateral and longitudinal cracking has been an issue for some time. The ARHM surfacing apparently coincides with previous improvement of the median, including construction of a short retaining wall to moderate the elevation differential between the two directions of travel. Drop inlets are generally provided along the median curb between Westcliff Drive/17th Street and Holiday Road. A combined curb and gutter and PCC valley gutter is provided along the east side of the raised median from Westcliff Drive/17th Street to Dover Drive/19th Street. Reworking of the raised median apparently coincided with removal of old growth trees and replacement with the current drought tolerant trees and plantings. A bicycle lane is generally provided along each side of the roadway from 16th Street to Holiday Road. A bicycle lane in various less continuous forms extends from Holiday Road to Santiago Drive. The bicycle lane is combined with a parking lane along the east side of the roadway from Dover Drive/ 19th Street to Holiday Road. The individually striped bicycle lane includes a defined Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. parking lane along the west side of the roadway from Holiday Road to Highland Drive/20th Street. The existing crown in the southbound lanes between Holiday Road and Westcliff Drive/17th Street often coincides with the parking/bicycle lane along the west side of the roadway. The built up crown in the southbound lanes contributed to a steep cross slope towards the median from Holiday Road to Westcliff Drive/17th Street. The dominate crown condition is the subject of review by the design team. Visual inspection of the roadway reveals longitudinal and transverse cracking except in the northbound lanes previously resurfaced with ARHM from Dover Drive to Santiago Drive. The crack network is deteriorating with limited areas of spalling within the crack areas. A previous slurry seal application beyond the limits of the ARHM surface is worn, revealing the underlying pavement surface. Various reaches of the roadway have apparently been repaired using localized replacement and/or skin patching within specific travel lane/wheel paths. Previous replacement/skin patching at various intervals would likely correspond to previous progression of more severe pavement failure. Limited areas of previous utility access patches were also noted. 6.0 GROUND PENETRATING RADAR The existing pavement section was documented through use of Ground Penetrating Radar along each of the travel lanes within the project limits. A total of three test lines northbound and southbound were performed, representing the right wheel path within the travel lanes and the left wheel path adjacent to the existing median. GPR testing supplements pavement coring information and was utilized to define section variation limits. The GPR testing provides a nearly continuous depiction of the existing pavement sections along the roadway. Trends in section thickness, the impacts and limits of previous section changes, localized replacement, and asphalt concrete overlays is also defined using the GPR data interpretation sequence. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. The combined information from GPR thickness verification testing, pavement core testing and in place strength testing is combined with current and future traffic projections yielding specific structural capacities and shortfalls. The structural issues may then be combined with various design parameters such as crown height, cross slope, pavement thickness requirements, potential reflective cracking, etc. 7.0 SUBSURFACE EXPLORATION Pavement core sampling was performed at 14 specific and distinct locations distributed along the length of the roadway. Access through the asphalt pavements was provided through 6" diameter core holes, cut through the surface utilizing portable coring equipment. Examination of the core cross section aids in identifying the numbers and thicknesses of pavement layers, and documents previous use of fabric and/or asphalt rubber hot mix overlay. The core locations provide access to the aggregate base layer, where present, and permit sampling of the subgrade soils. Subgrade soil samples are used to determine prevailing subgrade moistures and R -value strengths. Prior to field core sampling, proposed test sites were identified and marked in the field. Where selected locations coincided with marked buried utilities core sites were relocated. Work was coordinated with the City to reduce impacts on the travelling public. The roadway reflects a variety of changes over time. The existing pavement section includes a combination of full depth asphalt concrete i.e. asphalt pavement constructed directly over the prevailing subgrade soils without an interim aggregate base layer, conventional asphalt concrete over aggregate base sections and potentially partial replacement sections built as part of various repair sequences. The current existing asphalt concrete sections vary considerably. The roadway between 16th Street and Westcliff Drive/17th Street is apparently constructed with 6" to 6 W asphalt concrete Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. over 30" or more aggregate base. The thick aggregate base sections appear to coincide with silty clay soils encountered within these limits. The roadway from Westcliff Drive to Walnut Place/Linda Lane includes 4 7/8" to 8" asphalt concrete, constructed in two to three lifts or layers over 5" to 8 %" aggregate base. No particular pattern in section thicknesses or defined differences between northbound and southbound lanes was determined during field coring. The pavement sections north of Walnut Place/Linda Lane become more variable with conventional paving sections of asphalt concrete ranging from 6 %" to 9 3/8" asphalt concrete over 7 W to 10 %" aggregate base in the southbound lanes while northbound lanes include 2" asphalt rubber hot mix over 5 W to 7 %" conventional asphalt concrete over no aggregate base (full depth asphalt constructed directly over the prevailing subgrade soils). The continuing drought has likely aided in providing subgrade strengths in excess of typical design parameters. The subgrade moistures were generally drier than predicted equilibrium conditions. Subgrade conditions were identified as dry or below predicted equilibrium conditions. The subgrade, if exposed, should support construction equipment. FIELD SAMPLING SUMMARY Subgrade soil samples provide a basis for design of new replacement sections through R -value testing and document prevailing moisture conditions. The in situ moisture conditions reflect the impacts of seasonal rainfall, extended drought periods, and/or subsurface water sources such as regional water migration or drainage. Subgrade soils along the length of the roadway were generally identified as brown silty clay between 16th Street and Westcliff Drive/17th Street. Subgrade soils north of Westcliff Drive/17th Street to Holiday Road were identified as brown silty sands with excellent support characteristics. Brown silty clay soils were again identified north of Holiday Road. The Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . prevailing subgrade conditions were generally at or drier than predicted equilibrium moistures indicative of a clean, well drained soil. Representative subgrade samples were tested for R -Value strength. Individual core thickness information, test locations, subgrade soil identification and in-situ moisture conditions will be provided within the Coring Results Table contained in Appendix C. Subgrade R -Value strength data is provided in Appendix E. A summary of test findings is provided herein for reference. (14) PAVEMENT SAMPLING AND TESTING SUMMARY Number of Sample AS -BUILT SECTIONS Number of Sample Locations As -Built Results Min. (Inches) Max. (Inches) Asphalt Concrete Pavement Aggregate Base (Encountered) 14 11 43/411 5" 93/811 3211+ SU BG RADE Number of Sample In -Situ Moisture Contents Min. (%) Max. (%) Locations Brn Silty Sand; Brn Silty Clay 13 5.1% 13.9% Table 7.0 8.0 CONDITION AND STRUCTURAL ANALYSIS Evaluation of pavement conditions and structural needs along Irvine Avenue includes analysis of the measured pavement strength, documented existing pavement sections, visual pavement conditions, ride qualities, grade and cross slope issues. The various measurements are compared to the impacts from traffic as represented over time by the Traffic Index. Number of SUBGRADE Equilibrium EQUILIBRIUM R -VALUE Tests R -Value Moisture Brown Silty Sand 3 18-64 10%-14% Table 7.0 8.0 CONDITION AND STRUCTURAL ANALYSIS Evaluation of pavement conditions and structural needs along Irvine Avenue includes analysis of the measured pavement strength, documented existing pavement sections, visual pavement conditions, ride qualities, grade and cross slope issues. The various measurements are compared to the impacts from traffic as represented over time by the Traffic Index. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . 8.01 Reflective Crack Analysis Pavement distress along Irvine Avenue includes developing block and transverse cracking combined with intermittent areas of alligator cracking. The progression of pavement distress has been addressed through local replacement/patching of failed pavement areas based on specific City performance criteria. The existing asphalt pavement section is extremely variable ranging from under 5" to over 9" thick. The more typical pavement thicknesses of 6" to 7" thick are generally adequate for the design traffic index. Conventional crack treatment would include placement of a minimum of a 3" to 4" thick asphalt concrete overlay combined with initial crack treatment. Placement of thick overlays is not possible between Westcliff Drive/17th Street and Holiday Road due to the median configuration and already pronounced individual northbound and southbound crown sections. No increase in crown within these limits is proposed. If possible a reduction in crown height and cross slope has been expressed as part of the design goals. Where the cross slope in these areas is or becomes excessive, reconstruction of some suitable width along the roadway edges may be required. Where resurfacing is selected, milling of the roadway to remove the built up slurry seals and delaminating thin overlays will be performed. The depth of milling may also need to be increased to permit preparation of the pavement surface and aid in moderating grade issues. 8.02 Ride Quality Analysis Ride qualities are impacted by significantly by the cross slope towards the median, particularly within the southbound number one lane. Cracking and distress along other portions of Irvine Avenue are also impacting ride qualities. The smoothest portion of the roadway coincides with the ARHM surfacing in the northbound lanes from Dover Drive/19th Street to Santiago Drive. Where pavement milling and resurfacing is extended across the entire project limits, the current ride qualities could be improved. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . 8.03 Subgrade Strength Analysis — Deflection Based Pavement design and performance is a function of traffic use, subgrade strengths, layer qualities and thicknesses, and environmental impacts. The pavement analysis performed utilizes several methodologies for determining the most probable current and projected subgrade strengths. Conventional procedures utilize laboratory predicted conditions and corresponding strengths, commonly referred to as the R -value. Given the in-place measured strength information generated during this study, subgrade strengths may be estimated based on in-situ subgrade moisture conditions combined with laboratory strengths over a range of moistures, and through use of back calculated support characteristics utilizing in-place strength data, layer thicknesses and traffic use estimates. Based on the in-place strength measurements an average subgrade modulus value of —28,000 to 32,000 pounds per cubic inch is typical. The 30,000 modulus value corresponds to an in place R -value >50, consistent with predicted strengths based on laboratory R -value testing. A portion of the roadway exhibited subgrade modulus values of 15,000 pounds per cubic inch, corresponding to an R -value of 25, consistent with areas of lesser strength soils defined by the laboratory 18 R -value strength results. The design of roadway improvements along the bulk of the roadway may be based on a maximum 50 R -value. Lower strength materials should be anticipated south of Westcliff Drive/17th Street and potentially north of Holiday Road. The thick aggregate base section encountered south of Westcliff Drive/17th Street may have been in response to the poorer soil conditions in this area. Based on the aggregate base section encountered, reconstruction exposing the subgrade south of Westcliff Drive/17th Street is not anticipated. Alternative sections have been developed for the lesser strength subgrade soils, if encountered. The subgrade, if exposed, should support construction equipment in most locations. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . 8.04 Structural Section Component Analysis — Laboratory Based Component analysis utilizing the measured structural section thicknesses is performed at both laboratory equilibrium conditions and corresponding to actual in-place field moistures determined during this investigation. Comparison of replacement section thickness requirements with current thicknesses provides an initial basis for development of probable structural deficiencies. Subgrade strengths vary with changes in subgrade moisture. The existing pavement sections through thickness comparisons at equilibrium moistures ranges and field moisture conditions are theoretically inadequate for the design parameters. Based on section comparisons, a 0" to 1 %" thick asphalt concrete overlay is required in areas with aggregate base and high strength subgrade soils. The full depth asphalt concrete sections, including the ARHM wearing surface require reinforcement in the range of 2" to over 4" depending upon location. 9.0 CONCLUSION / RECOMMENDATION Conclusion Where grades are unmodified, a combination of pavement milling and placement of asphalt concrete inlays may therefore be considered for the majority of the roadway with certain specific exceptions. The majority of the roadway is currently structurally adequate for the intended use including the north and southbound lanes coinciding with the areas of double crown section from Westcliff Drive/17th Street to Holiday Road with certain exceptions. The northbound lanes from Baycrest Road to Santiago Drive and the southbound lanes from Baycrest Road to 20th Street/Highland Drive require reinforcement which will be limited by the crown and cross slope implications. The southbound lanes from 17th Street/Westcliff Drive to 16th Street are also in need of significant reinforcement. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LA Based on current grades and cross slopes south of Westcliff Drive and north of Holiday Road reinforcement/resurfacing through overlay is likely the most expedient and cost effective method of rehabilitation. Areas of required reinforcement in the double crown sections will likely require reconstruction. Replacement section alternatives are provided in Section 10. Where crown modification/lowering is required, conventional reconstruction partial section replacement or possible full depth reclamation may be considered. Exploration of alternatives such as full depth reclamation (FDR) and/or partial section replacement may warrant additional pavement core sampling along the roadway alignment. The roadway has continued to perform over time based on relatively dry subgrade conditions and projected high subgrade strengths. Continued use of the roadway in the present condition will result in further and potentially more rapid deterioration during winter weather patterns. The apparent development of potholes and widening of cracking patterns also presents roadway hazards to the travelling public, often manifested in increased vehicle damage and repair requirements. Pavement cracking is reflecting though the most recent asphalt rubber hot mix wearing surface installed in the northbound lanes from Dover Drive to Santiago Drive. Review of the profile and cross slope suggests the ARHM layer may have been constructed in conjunction with median improvement/modification and likely incorporated mill and overlay techniques. The ARHM layer is not effectively controlling reflective cracking. Development of a resurfacing strategy that increases the section thickness while meeting measured strength needs is recommended. Necessary reinforcing overlays at the northerly and southerly sections of the roadway will raise the current crown elevations and ultimately increase the roadway cross slope. These needs are however within areas currently defined by a conventional wide 4 lane roadway with striped medians only. Raising the crown and cross slope in these regions does not appear problematic. Where reconstruction is selected, the sand subgrade soils should provide a relatively sound layer for construction. The exceptionally thick aggregate base sections south of Westcliff Drive Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LA may also be reused. Additional coring and boring in the southbound lanes south of Westcliff Drive is suggested to ensure the presence of the thickened aggregate base layers encountered at the two locations investigated to date. The variability in pavement sections, presence and absence of aggregate base, previous patching, use of pavement fabrics and prior use of ARHM along a portion of the roadway will complicate alternative methods of rehabilitation. The limiting element in selecting overlay versus reconstruction will be crown height, drainage and cross slope. Based on existing grades, raising the crown and cross slope between Westcliff Drive and Holiday Road is not practical. Based on existing crown and cross slope, raising grades 3" above present elevations between south of Westcliff Drive and north of Holiday Road does appear possible. Recommendations Multiple methods of rehabilitation have been explored as part of this study. The roadway improvements directed at providing necessary improvement of the roadway while moderating or mitigating future reflective cracking. Each of the alternatives has been designed to address the structural and reflective crack issues associated with roadway improvement. The roadway has been divided into separate subsections due to the differing crown, cross slope, median configuration and storm drain locations. The challenges associated with the segment between Westcliff Drive/17th Street are approached limiting grade changes at 0" above present elevations. Where possible alternatives for partial section replacement have also been developed to provide the design team with opportunities to lower the various crown elevations and associated cross slopes. The alternatives have been developed assuming the existing median curbs, curbs and gutters and current striping configuration will remain fixed. Where the design team chose to modify or construct new median areas, additional alternatives may be developed. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. Cognizant of the elevation challenges, each segment includes an alternative to keep grades at the current elevations. Holding elevations fixed does increase the limits of required reconstruction. The presence of ARHM surfacing in the northbound travel lanes north of Dover Drive/19th Street will require milling and removal of the ARHM layer prior to any resurfacing. Alternatives for raising the crown and cross slope south of 17th Street and north of Holiday Road have also been provided. The section strengths and thicknesses have also been reviewed to determine the potential for lowering surface elevations in all lanes between Westcliff Drive and Holiday Road. Rehabilitation alternatives were initially explored based on no grade change and potentially lowering the crown and cross slope, without complete reconstruction (partial section replacement). Based on section thickness variability, lowering elevations between Westcliff Drive/17th Street and Holiday Road through partial section replacement does not appear feasible. Lowering elevations between these limits will require reconstruction. Use of a full depth asphalt concrete section is recommended to expedite construction, limit removal depths and potentially leave some portion of aggregate base sections in certain areas for support during construction. Where existing grades appear to permit raising elevations, thereby permitting use of reinforcement through overlay, such alternatives are provided. The design team may also consider additional items such as possible planned widening or restriping, median modification, construction schedule, utility depths, City policies, etc. The apparent order of the alternatives presented may therefore change during the final design. NO GRADE CHANGE OPTIONS ALTERNATIVE 11 Conventional Asphalt Concrete Inlay/Overlay Alternative One utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays followed by placement of a new asphalt concrete hot mix wearing surface. Alternative 1 utilizes a minimum 4" thick pavement layer to address future reflective cracking. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 Lel LaBelle -'.. - Reconstruct northbound number one lane from o Baycrest Drive to Santiago Drive - Reconstruct the northbound number two lane from o Baycrest Road to Santiago Drive - Reconstruct the southbound number one lane from o Baycrest Road to Highland Drive/20th Street o Westcliff Drive/17th Street to 16th Street - Reconstruct the southbound number two lane from o Baycrest Road to Highland Drive/20th Street 0 300' south of Westcliff Drive/17th Street to 16th Street - Cold mill remaining roadway 4" below existing elevations - Clean and fill cracking wider than %" - Construct minimum 4" thick conventional asphalt concrete overlay wearing surface ALTERNATIVE 2 1 Conventional Asphalt Concrete Inlay/Overlay w/ Crack Mitigating Fabric Alternative Two utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays followed by placement of an asphalt concrete level course, pavement reinforcing fabric to reduce future reflective cracking and a new asphalt concrete hot mix wearing surface. - Reconstruct northbound number one lane from o Baycrest Drive to Santiago Drive - Reconstruct the northbound number two lane from o Baycrest Road to Santiago Drive - Reconstruct the southbound number one lane from o Baycrest Road to Highland Drive/20th Street o Westcliff Drive/17th Street to 16th Street - Reconstruct the southbound number two lane from Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 Lel LaBelle -'.. o Baycrest Road to Highland Drive/20th Street 0 300' south of Westcliff Drive/17th Street to 16th Street - Cold mill remaining roadway 4" below existing elevations - Clean and fill cracking wider than %" - Construct 1" to 1 %" thick asphalt concrete level course - Install pavement reinforcing fabric using 0.20 gallons per square yard PG 70-10 asphalt binder - Construct minimum 2 %" thick conventional asphalt concrete overlay wearing surface ALTERNATIVE 3 1 ARHM Asphalt Rubber Hot Mix Wearing Surface/Overlay Alternative Three utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays followed by placement of an asphalt concrete level course, and a new asphalt rubber hot mix/rubberized hot mix asphalt wearing surface. - Reconstruct northbound number one lane from o Baycrest Drive to Santiago Drive - Reconstruct the northbound number two lane from o Baycrest Road to Santiago Drive - Reconstruct the southbound number one lane from o Baycrest Road to Highland Drive/201h Street o Westcliff Drive/17th Street to 16th Street - Reconstruct the southbound number two lane from o Baycrest Road to Highland Drive/201h Street 0 300' south of Westcliff Drive/17th Street to 16th Street - Cold mill remaining roadway 4" below existing elevations - Clean and fill cracking wider than %" - Construct 2" thick asphalt concrete level course - Construct 2" thick asphalt rubber hot mix overlay wearing surface Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM RAISE EXISTING GRADES OPTIONS* *APPLIES TO 16TH STREET TO 17TH STREET AND HOLIDAY ROAD TO SANTIAGO ROAD ONLY ALTERNATIVE 4 1 2"+ Grade Change I Conventional Asphalt Concrete Inlay/Overlay Alternative Four is applicable to Irvine Avenue from 16th Street to Westcliff Drive/17th Street and Holiday Road to Santiago Drive Only and reduces the magnitude of required reconstruction and/or milling depth through increasing the thickness of the asphalt concrete level course. Similar to Alternative 1, Alternative 4 utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays followed by placement of a new asphalt concrete hot mix wearing surface. The 4" to 6" thick asphalt concrete overlay is utilized to moderate future reflective cracking. - Design new finish elevations above existing grades o 3" between 16th Street and Westcliff Drive o 2" between Holiday Road and Santiago Drive - Cold mill 2" below existing elevations from 16th Street to Westcliff Drive and from Holiday Road to Santiago Drive - Clean and fill cracking wider than %" - Construct minimum 6" thick asphalt concrete overlay from 16th Street to Westcliff Drive - Construct minimum 4" thick asphalt concrete overlay from Holiday Road to Santiago Drive ALTERNATIVE 5 1 2"+ Grade Change I Conventional Asphalt Concrete Inlay/Overlay w Crack Mitigating Fabric Alternative Five is applicable to Irvine Avenue from 16th Street to Westcliff Drive/17th Street and Holiday Road to Santiago Drive Only and reduces the magnitude of required reconstruction Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . through increasing the thickness of the asphalt concrete level course. Similar to Alternative 1, Alternative 5 utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays followed by placement of a new asphalt concrete hot mix wearing surface. Design new finish elevations above existing grades o 3" between 16th Street and Westcliff Drive o 2" between Holiday Road and Santiago Drive - Cold mill 2" below existing elevations from 16th Street to Westcliff Drive and from Holiday Road to Santiago Drive - Clean and fill cracking wider than %" - Construct minimum 3 %" thick asphalt concrete level course from 16th Street to Westcliff Drive - Construct 1 %" thick level course from Holiday Road to Santiago Drive Street - Install pavement reinforcing fabric using 0.20 gallons per square yard PG 70-10 asphalt binder - Construct minimum 2 %" thick asphalt concrete overlay from 16th Street to Westcliff Drive and from Holiday Road to Santiago Drive ALTERNATIVE 6 1 2"+ Grade Change I ARHM Asphalt Rubber Hot Mix Wearing Surface/Overlay Alternative Six is applicable to Irvine Avenue from 16th Street to Westcliff Drive/17th Street and Holiday Road to Santiago Drive Only and reduces the magnitude of required reconstruction through increasing the thickness of the asphalt concrete level course. Similar to Alternative 4, Alternative 6 utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays followed by placement of a new asphalt concrete hot mix wearing surface. The 4" to 6" thick asphalt concrete overlay is utilized to moderate future reflective cracking. - Design new finish elevations above existing grades Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. o 3" between 16th Street and Westcliff Drive o 2" between Holiday Road and Santiago Drive - Cold mill 2" below existing elevations from 16th Street to Westcliff Drive and from Holiday Road to Santiago Drive - Clean and fill cracking wider than %" - Construct minimum 4" thick asphalt concrete level course from 16th Street to Westcliff Drive - Construct minimum 2" thick asphalt concrete level course from Holiday Road to Santiago Drive Street - Construct 2" thick asphalt rubber hot mix overlay from 16th Street to Westcliff Drive and from Holiday Road to Santiago Drive LOWER EXISTING GRADES OPTIONS* *APPLIES TO IRVINE BOULEVARD BETWEEN FOR WESTCLIFF DRIVE AND HOLIDAY ROAD The pronounced crown and steep cross slopes along the majority of this segment may require design attention. In place strength testing indicates reinforcement equivalent to a less than 1" thick asphalt concrete overlay is required. Review of the existing composite asphalt concrete and aggregate base sections along a majority of the segment length indicate partial section replacement may be selected, removing the existing asphalt concrete layer and a limited portion of the aggregate base layer. The project would then be completed through placement of a thickened asphalt concrete section over the remaining aggregate base, if any. While the majority of the core locations suggest some aggregate base materials may remain, the thicknesses are variable and not adequate for partial section replacement alternatives. Lowering grades within these limits therefore includes use of a Full Depth Replacement Section (Reconstruction) Alternative. The variable base thickness may however be left in place. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 Lel LaBelle . ALTERNATIVE 7 1 Full Depth Asphalt Concrete Replacement - Cold mill entire roadway from Westcliff Drive to Holiday Road 10" below selected finish elevation - Construct new 10" thick full depth asphalt concrete pavement ALTERNATIVE 8 1 Full Depth Reclamation Full Depth Reclamation (FDR) utilizes pulverization of all or part of the existing asphalt concrete combined with underlying aggregate base. Where aggregate base is absent, the FDR process may utilize only the asphalt concrete layer (where the layer is sufficiently thick, or incorporate some amount of underlying subgrade soils). Subgrade soils were characterized as silty sands in most locations, suitable for the FDR process. - Cold mill entire roadway 6 %" below existing elevations - Pulverize and cement treat (FDR)* 12" thick layer mixture of asphalt concrete, aggregate base and/or subgrade soils. - *Note: The specific Portland cement application rate, methods of mixing and curing will require additional laboratory testing beyond the scope of this investigation - Fine grade and cure FDR layer— Micro cracking at prescribed time - Construct new 5 %" thick asphalt concrete pavement over FDR layer RAISE EXISTING GRADES OPTIONS; CITY CONSENSUS ALTERNATIVE The City Consensus Alternative addresses specific concerns relative to project constructability and impacts on regional and local traffic. The area of critical concern is the segment between Baycrest Road and Santiago Drive which includes sections of current ARHM surfacing and roadway cross sections transitioning from conventional crown to a double crown and raised median south of Holiday Road to Baycrest Road. The grade differentials are significant at certain locations, potentially prohibiting construction utilizing one of the long term rehabilitation alternatives. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle-'. . Acceptance of risks relative to future traffic use models have been discussed during design meetings, including specific input from the City Staff. The consensus alternative does not address all measured structural deficiencies along Irvine Avenue. Certain areas may therefore not fully perform to long term goals. Design of grade transitions and addressing crown and cross slope may result in deviation from the recommended overlay thickness. While design of the required reinforcement includes various non-linear variables such as in place strength, permissible or allowable deflection and effectiveness of overlay, a reasonable comparison of alternatives may be assessed utilizing general 'rules of thumb' for assessment of risk. The defined design period is a comparison of the anticipated wheel loads over a specific time period, the accuracy or precision of future traffic estimates therefore impacts the actual roadway performance. The design as envisioned includes a probable rate of failure or distress over the design period of approximately 10 to 15% of the total area. The 15% threshold is also consistent with new roadway design. Where the specific reinforcement thickness cannot be placed due to grade restrictions, the actual performance will vary. Based on the interrelationships of the differing variables, a reasonable comparison would equate to a 50% reduction in design or useful life for each reduction of 1" of pavement section. Therefore where a 20 year design is generally achieved, areas less 1" of pavement will likely exhibit the discussed failure rate in 10 +/- years. Similarly, where the reinforcement is shorted 2", the performance period will be reduced to a 5 to 10 year period. The consensus alternative strikes a balance between the precision of future traffic estimates with current construction logistics and costs. ALTERNATIVE 9 1 0" to 3" Grade Change I ARHM Asphalt Rubber Hot Mix Wearing Surface/Overlay Alternative nine utilizes streetwide cold milling to remove all or part of one or more layers of previous asphalt concrete overlays, crack fill, and placement of a variable thickness Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. conventional asphalt concrete level course, followed by placement of a new asphalt rubber hot mix wearing surface. The ARHM wearing surface is used to moderate future reflective cracking. - Design new finish elevations 3" above existing grades in the southbound lanes from Westcliff Drive to 16th Street — transition grades through roadway crown - Design new finish elevations at or above existing grades from Westcliff Drive to Highland Drive, where possible - Design new finish elevations 2" above existing grades in northbound lanes from Baycrest Road to Santiago Drive, where possible - Design new finish elevations 2" above existing grades in southbound lanes from Baycrest Road to Highland Drive, where possible - Cold mill entire roadway minimum of 2 %" below finish elevations or the combined thickness of planned level course and wearing surface, whichever is less Note: Milling depth in northbound lanes between Baycrest Road and Santiago Drive must be a minimum of 2" below existing elevations to remove the current ARHM wearing surface prior to resurfacing. - Clean and fill cracking wider than %" - Construct typical 1" thick asphalt concrete level course* - Construct minimum 1 %" thick asphalt rubber hot mix overlay *Actual level course thickness may vary in certain areas due to grade restrictions 10.0 REPLACEMENT SECTION ALTERNATIVES Reconstruction of specific sections of Irvine Avenue are required based on current strengths, pavement fatigue and grade limitations. Selected grade limitations during design including crown and cross slope, and the existing curb and gutter may prevent addressing structural deficiencies through asphalt concrete overlay. Replacement sections are provided for Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle -'.. reference use within the reconstruction areas based on the provided Traffic Index. Replacement section alternatives have been developed based on the subgrade R -Value strengths determined during laboratory testing. The prevailing back calculated R -value strengths based on in place strength testing range from less than 25 to greater than 50. R -value strengths determined during laboratory testing range from 18 to 64. Review of the subgrade modulus and probable areas of reconstruction indicate the lesser strength soils are not within limits of proposed reconstruction. Combining these criteria, and based on current practice within the Caltrans Highway Design Manual, a 50 subgrade R -value should be utilized for design. Additional replacement section alternatives are provided for use south of 17th Street and north of Holiday Road should final plans include reconstruction in these areas. While soft subgrade conditions are not anticipated, a contingency should be provided for potential soft subgrade conditions in areas of recommended reconstruction. 16th Street to 17th Street Design R -Value 18 Traffic Index 9.5 Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle-, � - 17th Street to 20th Street Design R -Value 50 Traffic Index 9.5 20th Street to Holiday Road Design R -Value 50 Traffic Index 9.0 SECTIONSREPLACEMENT =MR= ME= DESIGN R -VALUE: 50 ALT. A ALT. B ALT. C T.I. 9.5 T.I. 9.5 T.I. 9.5 Asphalt Concrete 6" 7" 10" Aggregate Base 7" 5 1/2" n/a Aggregate Base Compaction 95% Min. 95% Min. n/a Requirement 51/2" n/a Aggregate Base Compaction Subgrade Compaction 95% Min. n/a Requirement 90% Min. 90% Min. 95% Min. Requirement (Upper 6") 20th Street to Holiday Road Design R -Value 50 Traffic Index 9.0 SECTIONSREPLACEMENT .. ... ME= DESIGN R -VALUE: 50 Type ALT. A ALT. B ALT. C T.I. 9.0 T.I. 9.0 T.I. 9.0 Asphalt Concrete 5 1/2" 6" 9" Aggregate Base 61/2" 51/2" n/a Aggregate Base Compaction 95% Min. 95% Min. n/a Requirement Subgrade Compaction 90% Min. 90% Min. 95% Min. Requirement (Upper 6") Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM Holiday Road to Santiago Road Design R -Value 18 Traffic Index 9.0 7W 140Z MOS . Type ALT. A ALT. B ALT. C T.I. 9.0 T.I. 9.0 T.I. 9.0 Asphalt Concrete 51/2" 6" 13" Aggregate Base 161/2" 151/2" n/a Aggregate Base Compaction o 95/ Min. o 95/ Min. n/a Requirement Subgrade Compaction 90% Min. 90% Min. 95% Min. Requirement (Upper 6") 11.0 SUBGRADE CONDITIONS Soft or wet subgrade conditions are not anticipated to be prevalent along the length of the project. Where wet grade is encountered during reconstruction or new construction as a result of unforeseen conditions, changes in conditions with upcoming winter weather cycle, etc„ additional time should be provided within the construction schedule to permit drying, processing, and recompaction of the subgrade prior to placement of the structural section. Where time constraints do not permit suitable drying, or where perimeter conditions include uncontrollable water sources, additional measures may be necessary. 11.01 Conventional Section Procedure The exposed subgrade should be inspected during excavation and prior to placement of aggregate base. Where conditions are not firm and unyielding, use of a Geotextile should be considered. The excavation should be extended to provide for construction of a minimum 12" thick aggregate base section or aggregate base section consistent Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle . with the design replacement section, whichever is greater. Where subgrade conditions prohibit accurate grading, the subgrade should be excavated an additional 4" for a total of 16" or the design aggregate base section plus 4", whichever is greater. Geotextile should then be placed over the prepared grade. The type of Geotextile and width of overlap will be a function of conditions encountered at the time of construction. Aggregate base should then be end dumped and spread in minimum 12" lifts. No equipment should be permitted to operate on the exposed fabric or on top of the aggregate base where the thickness is less than 12". Where rut depths exceed 4", a qualified pavement engineer should be contacted to review conditions and provide specific recommendations. 11.02 Full Depth Asphalt Concrete Procedure The exposed subgrade should be inspected during excavation. Where conditions are not firm and unyielding the exposed subgrade should be over excavated equivalent to the approximate depth of rutting left by trucks and equipment during excavation, to a 4" maximum additional depth. Where rut depths exceed 4", a qualified pavement engineer should be contacted to review conditions and provide specific recommendations. A single 6" to 8" thick (Type B PG 70-10) asphalt concrete layer should be end dumped and spread with suitable equipment. The asphalt concrete shall then be lightly rolled for grade control purposes only. Relative compaction requirement should be waived for the initial pavement layer. The completed layer should be permitted to cool for a minimum of 15 hours prior to placement of subsequent layers. No trucks should be permitted to operate on the exposed subgrade or on the asphalt concrete layer until a suitable cooling period has expired. Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM All subsequent layers should be placed in accordance with requirements of the SSPWC for grade control, layer thickness and compaction. 12.0 MATERIAL RECOMMENDATIONS 12.01 Aggregate Base Aggregate base sections may utilize Crushed Aggregate Base (CAB) or Crushed Miscellaneous Base (CMB) complying with applicable sections of the Standard Specifications for Public Works Construction, latest edition. 12.02 Asphalt Concrete — New Construction Asphalt Concrete Base Course Asphalt concrete shall be Type B PG 70-10 or Type III B2 PG 70-10 complying with Section 203-6 ASPHALT CONCRETE of the Standard Specifications for Public Works Construction, latest edition. 12.03 Materials —Asphalt Concrete —Leveling Course and Wearing Surface >_ 2" Thick AC Level Course Asphalt concrete for leveling course layers generally in excess of 2" thick shall be Type B PG 70-10 or Type B3 PG 70-10 complying with Section 203-6 ASPHALT CONCRETE of the Standard Specifications for Public Works Construction, latest edition. <2" Thick AC Level Course Asphalt concrete for leveling course layers generally less than 2" thick shall be Type C2 PG 70-10 or Type III C3 PG 70-10 complying with Section 203-6 ASPHALT CONCRETE of the Standard Specifications for Public Works Construction, latest edition. 12.04 - Geotextile Geotextile Fabric shall be Nonwoven Fabric conforming to the minimum requirements Stantec/Newport Beach Irvine Avenue I November 2017 Project No. 42783 LM LaBelle-, • set forth in Section 213 Engineering Fabrics Type 180N as defined in the Standard Specifications for Public Works Construction, latest edition. 12.05 — Asphalt Rubber Hot Mix Asphalt Rubber Hot Mix (ARHM) shall be Type ARHM-GG-C complying with Section 203- 11 ASPHALT RUBBER HOT MIX (ARHM) STREET IMPROVEMENT RECOMMENDATION PLANS 00 3NIl HO1VW 33S 99 3NIl HO1VW 33S VV 3NIl HO1VW 33S � I � 0 1S 41 1 � I S 213 H1S3 I I � m b 9� QST M a-i I I C a Z N I I I N CA W I d 4391 I l y I II I I I I I l I I I OZ �ls I i l I I I I I j I iz I I I � I I I O$ 17"ONOVW O il0 O°JVI NVS I I I I f_ { o I I I I rD d rD (D O m p C) V l G m r n r) Cl n x7 7 D A S 3-190 0Km m : v Q �o;oo GQ o I'71 W O O- - O C 13 < m m T O Z m < 3 ,Y ,M r; W 3 3 3< (D p n 0 r Q — 0 0 0 0 Cr A En o m r = rD or c ^' c c c (D o '* m Ob 1S3a0.1 > D a" = y n m _ 7 n 3 7 Q Q fl_ fl_ tOn — N n J m Z 0 3 n3�. 3 7 O 7 CD 0 N Z m cb m 0 >TI O � O o O �CC < 3^ D—' U) D voa9 j z N A UQ p s s G IDn �°—� m D fA < ,-r Q vOi ''* J O O (Oj CD O O_ m n z m Z n rrDD n 0 (OD (OD ((D /� { n D (7 rN .moi y d 0 n O z o { D Z no s �? 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DOZE ED Z M 0 < N ^? u -Pt o�'�v NO 00SI IN 2i OVHS Z m n n M ;o 2 z m m nm� r 1 1 m U) c rr� FIZ zip I m n n �m- n z m A M m A M z M m z DN zom N { Nl VCU411 ld-LnN1VM z N N = M 4 0 m c/) > 3199V 1 € D = " m i IM m "i Z c/) `_ SEE MATCH LINE CC SEE MATCH LINE BB SEE MATCH LINE AA LMI PN 42783 00 3NIl HOlVW 338 88 3NIl HOlVW 338 VV 3NIl HOlVW 338 � Nl Oa9�Q�TM I is a3HlS3 I I 1S 41 1 � I 2 j I I I I I I tlW I I I I d 419 1 I I I i l y II N I I I I I I I I II I I I I I I S � II z 1S 4lOZ II I I I I m I I Fill, I I I r I I I 1$ I-fONJtlW II NO OOtl NVS I { I O m I I I I I I I I II M z m D m r 9 o A n iS 3100 o m D m ry N D { o r m n O 0 z m < n n O O ° r 0 = 0 o m r O < Oa iS3a0AVO =<m m = v 'I Ac 0 m ^ m cn m rN M a)n tloaa z� �' <O p v r r y D 0 z m Z n s m r { pn- s m o D m O { r Z C T Om ld NOIDNI H$ a n < O S z m p v (n a 3 m> D S N � U) a A m i n I n = o n N O y � s D C r 0 D n g O " 3 C7 Z� m n O� fD m m n n�z t�^ = n Zl r S a3MOld ro m –m O mcn X a) m r °J m m CCD ;0 (D n m z m m N ly o n rD _ Q � D U) o Q m (D 3m a �i m CD ms m rmD =Om O n<nm O x O vm _0 Z 44151, z m O F 6)na m ' 0 O Oy mn m -4 o < FL nrD m m v O mz m M rn m y I = n I I I 1 0i VOIIOH I II I I I I I I i D1 z — r SI S31/4V1SOO is 811I1:19V0 I ;uEl rn D y G7 G 0 IN mToTI m 03 A zn 0Z j o z oma Q y mzcF O < m o z m n o D zm m Q < o NO OOS10N ad N 2i AOVHS X m z22 = z , 0z 0 m U) 1J :U m m 0 < y n z m Z> 11z mN II mm z NI VCU411 s ld-LnN-IVM 0 m c/) a = gE 3199V ,m r c/) `_ SEE MATCH LINE CC SEE MATCH LINE BB SEE MATCH LINE AA LMI PN 42783 00 3NIl H01VW 338 99 314I1 H01VW 33S VV 3NIl H01VIN 33S t M I 1S a3H1S3 a m I I I O I I I I j vW I I I I I S I 1 I I I I N I I I 1 � d419L I II I I y co I I I I I IH 1S Woz z l N m1 I I ° ca I I l y l I I I I I I I I I I I I I I I I I I r I I I I i$ V 1TONJVW 11 II NO O°JV NVS < O T I I I I II r4 z m m o � 1S 3-100 o m ° K D m w iv N o 0 3 D m o M o W m n y( m " O Z m < n n v n y r -.5. c� = O m o M r ' rt w � ° 0, 6 v o ON iS3NOAv9 y v =y n m o - r<D v °� m m Z c 0 � p3j N 0 w- v v = m (D i -i L ^ ti l co � m r p_ O D rD v O O a s_ a 3 _' O rD s°° a D voa9 z -< cl)D < Ln n rD v rD r M Z s O O rD Z Q N S N N ID O 1 { () D y 3 m_ '-� m I 0 °1 rD c° m o 2 { o D r Z 7r 3 rN•t '< ((DD — S TTI z ld NOIDNI HSI rn o° N N 7 n �••' vo T \ (D <_ n v �. N Z m p i zT � � s =� D �. �, < �y o I o� o (D �_ p K :3 CD o z 0� O ::3 r•r n ^: rD O- ry rD O C NZ d� C jlj < m D m y � rD X rr �ti' () a j O 3 N '* 1n O M m = o OT rD rD 0-0 `< 0 A cn 10). O .O -r o'Q n (A 0 00� Z < � m rD rD ° < rD 7 N rD M m m D O "a D < Q, n� 0Ln ^- C) r S a3MOl3 n-< Z m rD n 3. or s n n r O D o rn C n � '^ 3° s 7 rD O < C O ^ o v * m D N m m (D CD SvX-'rD (o Ll n_ n (DT Z 3 -I rDO 0 7o �n Ln i Tan „ v On rD C 3 M CD 3 O N T D 3 r r r (D D) o C .Cr rD O O m 2 Rl �7 °/ 3 DJ cm Q- O- n a Q N ° lu O T 1 < ( O m = N 7( (D (D m 3 < z ti T G) m D r w O �. 3 0 p ^1 n O+ D T 7 rr 13 rt CLQ O It rD �' sy ;7+ = s� m Z < -m l y m D O_ s o CL N rr y n I n' (D I O.VOIIOH I 11 1 I 1 I I I I I e l I I I I I 1 I I I I I I I D Z — r 1 o SI) saw V1SOO is 011Ia9V0 I ;u■ m D D G moon rn W O Zm*v D Z OA0F .Z1mAZr < m �;c°' N NK r O D < -i =zmm NO O0S10N ad ca a AOVHS Ao��M z 6, D �_ m o 0 ZE < m (n c sX (n � �Z y I N I z m �m { l co) Nm s _> I m NI VCU411 -id1f1NlVM 1 Z a l T0 I I ' I I oo is I D D j =n 31a9v 1 € I I 3`g n v _\ I I SEE MATCH LINE CC I I SEE MATCH LINE BB I SEE MATCH LINE AA LMI PN 42783 c/) OO 3NIl HOlVW 33S 99 3NIl HOltlW 33S VV 3NIl HOlVW 33S I fTl 0 X O p ° is 41 1 Z d N Q frtD rt 7 S a3H1S3 m p� N atl��URTM U)`_ -0 Q c 0 c<, 7 0UCL3 47 rt rr rt y (D N 3 0 C O - - O o3 N d 4191 w 0(D N W W CID N :3 y rD v 3 v 3 -H I 1S4lOZ rt C N ° 2 0 G (D r� 3 03 0) (D N 8 030 s 1 I-ONOVW v rt NO 09V NVS < f_ O G) Z z m Z fn N D r 9 0 A O S dl`JOTI — o M D o � w ry N s� D C 3 n r o m o 0 Z m n (n r CD CD CD CD ,-nrt rt x ?° °rt' p < on 0 W Z M r 3= (D v < 3 N p n Q- O < 3 (gyp v' 3 0 0 S n Oa 1s3NOA o _ 2 m C d N Q 7 O O (D p� y (D O W C O cu rt :3 3�� a X _° (D 3 p 00 3 1 m N Q A Dfn rt "a, fD N �_ �, 0 v IM tlOae D Z f7 (D O 3 vpi D) N p C O O i D > _ Z Ll m a (n vii C 3 (D c r °< a) as n ID r r (n z m Z _ rr 3 O c o ; < ^ a N j i < O D (7 3 O p� O rt n N OA rQ y, cu ((DD (D vCi < w- Z rt N 77 N N � cu� Q rt n 7(D D T m ld NO1`JNI W o 0 rt Z:y' Q Q Ort rD u3i O0 Z �` p O rt 0) p 6 Q CID` [� d rD rD (D (D < O cu (D - to �n' TI y 3 ° D s a �' y n r`ni r O p C i Z n O o z N O \ 70 _, lu rt p �, '-'• a -- (D (D r 3 (D 2 n �< (D Q �; OCID O N m I r m 3 rDC N fl' m n I rn < rt rt rr p 3 to rt (D m °�.° p 3 N n, rD x Ill o T c (D 03o v 0 M 6 m �, o 0 O a° 3 3 Zp(n Z (D N ((DD (D G N !^ Qa rt'3-�•'-*. So �� IN I M z 030 3 n 0) �„ (D 3 p IZ (D (<D p 7 'p'' 3 O Q y a3MOl3 O n { p ._+ 0 3 O (D of v� 0 C Ort C �, `* < 'n• d 3 ((D co m O O O vpi (�D p� O (D Oq v, 0" I X. O w p v. o 3 m p I (OD cu a ((D 00 o D cu 0 VO ° D m = °� �; cu n z W N l y rD Q Sv a- �0M<o o 03 ;:p ;; (D Q 3 <' Lam' rt Z s O O° v a c u 3 70 ° Cm rD 7 3 5 3 N v+ p 0_0 < 3 D Q a s i ------ 3 pv O rD ri c Q m C rt (D rt p O — `V l ti n Z rr) N 3 N N p fl_ EL (D = rD [� rt O 3 �• 3 O (/( p y o m r ` J N 10, 3 Z Q- n g w O � n N O' U3Q rtnr � v, p n v I O_ j o � = n N O ((D C Q n. 3 fl°, o rpOr O D �T z N (D(N (D 0ooso(Q �Y\ z T O Z r Om r D �.. O N n -° c — G V1 �' Ort '+ O n n o s (<D -< m 3 rpn (�D o o z om Ill m rD `z < ° '-' 3 a y O p 47 A O m v (� p O OU d O n w m m _ <p N 3 �� d< v 3 _0 y 2 0 n m 3 7-0 3 �• n p 3 C x rt W U � Qrp Q SQlZN I O �.tlOIIOH , rt r v 0� a O n 3 du ((D N - n 00 = 3 ^ !Z (D O 3 0 0 c (D 0 °' (-°D n 0 a 0 9 1 v3 v o n (D (' w O y 3 3 (D °G �• (A Z— rD '3° (C'f n 3 r! O !Z O 3 C o S, d 31N V1SOO 8llla9vo m v rD (� I ` y ofD, sN z W G _ rD z m fll N 8 m Q < NO OOSION ad OtlHS D m ® ❑ ❑ = j m C rnocD�normo normo I m CO) c-ZQ.cTZxm rcDcDDocDmv -;u -F ��N�c> cn NooMMx� m�DO .Zl m nz cK Din zr0Zcn Dyxzz �yxzz nAmco�� Ill z IM 0{A m� 19 PPz fTI Zr*— Orrn*lm*rmnC)Z Z r -i m MWc:Zm m mmom '0 z v N IM v� I u J<-T �0*0* s �'zo z;.-* z O<Z =movZ =movZ T 7m�c\'- ' Z3N m�Sor I p T NI tl�l l l-LnNlVM p m rA''o0m? OG, rVlr2 rNrx r>zT2 (n r r A m— x Z m 4 N{D AO�Nr3 AO'TNm N'TGr Ocn 0-0 z G Nim cTr?rD O rrrmr\.» Nmmni� A�rP* 0DOpmZ NnomZ DD�OZp 0 A 0° - �Zo vWoN vm'D r�z�rvmvZ D -� Hf c Z`2I �ZFti 0z�y('= O RA 3I99tl F, 1 € �Armn >O�D no -00 =GrV1rAI \Dm 2 • 2E z�ZD rx,�m'TN in ND c�nzr�* c�nz0 <<r os DOO rm S.mO r mO� .Z7 mNz Sfc*ly fZ*10 K'r (n N in LMI PN 42783 SEE MATCH LINE CC SEE MATCH LINE BB SEE MATCH LINE AA FEW x ►,. :, DEFLECTION STRUCTURAL ANALYSIS SUMMARY TABLES LaBelle - Marvin: FWD Reports Page 1 of 3 Structural Analysis Summary Table Test Date: 2017-10-04 08:47:08 Client: Location: Newport Beach Project #: 42783 Irvine Avenue Location: Newport Beach 16th Street to Santiago Drive Date: 2017-10-04 08:47:08 Project: 42783 Begin Irvine Avenue Northbound Lane 1 Limits FWD$°th TD80th 'T' T.I. Mallow % Red. GE AC NSL 00+00 to 15+05 7.72 9.27 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 15+05 to 19+05 15.19 18.23 0.50 8.5 15 18 0.09 0.05 7 9.0 14 23 0.15 0.08 4 9.5 13 29 0.23 0.12 3 19+05 to 27+05 9.05 10.86 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 27+05 to 37+07 12.24 14.69 0.50 8.5 15 0 0.00 0.00 20 9.0 14 5 0.02 0.01 15 9.5 13 12 0.05 0.02 10 37+07 to 57+34 9.58 11.49 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 57+34 to 63+02 17.23 20.67 0.50 8.5 15 27 0.20 0.11 3 9.0 14 32 0.28 0.15 2 9.5 13 37 0.37 0.19 1 63+02 to 69+05 5.21 6.26 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 69+05 to 79+56 15.74 18.89 0.50 8.5 15 21 0.12 0.06 6 9.0 14 26 0.19 0.10 3 9.5 13 31 0.26 0.14 2 Begin Irvine Avenue Southbound Lanei Limits FWD$°th TD80th 'T' T.I. Mallow % Red. GE AC NSL 00+00 to 10+02 6.87 8.25 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 10+02 to 16+06 13.53 16.24 0.50 8.5 15 8 0.02 0.01 14 9.0 14 14 0.06 0.03 9 9.5 13 20 0.11 0.06 5 16+06 to 21+09 8.81 10.57 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 2 of 3 9.5 13 0 0.00 0.00 20 21+09 to 25+12 18.51 22.21 0.50 8.5 15 32 0.28 0.15 2 9.0 14 37 0.37 0.19 1 9.5 13 41 0.44 0.23 1 25+12 to 33+12 10.21 12.25 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 33+12 to 36+01 13.69 16.42 0.50 8.5 15 9 0.03 0.01 13 9.0 14 15 0.07 0.04 8 9.5 13 21 0.12 0.06 5 36+01 to 41+72 7.33 8.80 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 41+72 to 66+95 13.60 16.32 0.50 8.5 15 8 0.02 0.01 13 9.0 14 14 0.06 0.03 8 9.5 13 20 0.11 0.06 5 66+95 to 79+59 18.03 21.63 0.50 8.5 15 31 0.26 0.14 2 9.0 14 35 0.33 0.17 2 9.5 13 40 0.42 0.22 1 Begin Irvine Avenue Northbound Lane 2 Limits FWDSoth TDSoth 'T' T.I. Mallow % Red. GE AC NSL 00+00 to 46+37 9.67 11.60 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 46+37 to 57+26 12.93 15.52 0.50 8.5 15 3 0.01 0.00 18 9.0 14 10 0.03 0.02 11 8.5 15 3 0.01 0.00 18 57+26 to 60+02 18.65 22.38 0.50 8.5 15 33 0.29 0.15 2 9.0 14 37 0.37 0.19 1 8.5 15 33 0.29 0.15 2 60+02 to 69+60 12.18 14.62 0.50 8.5 15 0 0.00 0.00 20 9.0 14 4 0.01 0.01 16 8.5 15 0 0.00 0.00 20 69+60 to 79+55 15.24 18.29 0.50 8.5 15 18 0.09 0.05 7 9.0 14 23 0.15 0.08 4 8.5 15 18 0.09 0.05 7 Begin Irvine Avenue Southbound Lane 2 Limits FWDSoth TD80th 'T' T.I. Mallow % Red. GE AC NSL 00+00 to 22+30 8.68 10.42 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 22+30 to 33+14 12.48 14.97 0.50 8.5 15 -0 0.00 0.00 20 9.0 14 6 0.02 0.01 14 9.5 13 13 0.05 0.03 9 33+14 to 43+03 8.80 10.56 0.50 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 43+03 to 59+00 13.04 15.65 0.50 8.5 15 4 0.01 0.01 17 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports 59+00 to 69+02 7.12 8.55 0.50 69+02 to 79+59 20.46 24.56 0.50 http://www.labellemarvin.com/fwd/fwdlive/report.php Page 3 of 3 9.0 14 11 0.04 0.02 11 9.5 13 17 0.09 0.05 7 8.5 15 0 0.00 0.00 20 9.0 14 0 0.00 0.00 20 9.5 13 0 0.00 0.00 20 8.5 15 39 0.40 0.21 1 9.0 14 43 0.48 0.25 1 9.5 13 47 0.57 0.30 0 10/26/2017 350,000 300,000 Q 250,000 200,000 c 150,000 100,000 c 0 50,000 U 0 CA 60,000 50,000 Q 40,000 3 30,000 0 20,000 N 10,000 0 + 0 350,000 300,000 250,000 fl 200,000 N 150,000 C) 100,000 50,000 0 0.00 Section Modulus 0 2,000 4,000 6,000 8,000 Station (Ft.) Soil Modulus II 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Station (Ft.) Moduli Comparison 2,000.00 4,000.00 6,000.00 8,000.00 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus 350,000 300,000 Q 250,000 200,000 3 c 150,000 100,000 50,000 N 0 Section Modulus 0 2,000 4,000 6,000 8,000 Station (Ft.) Soil Modulus *Section Modulus 60,000 50,000 Q 40,000 Ln 3 30,000 0 20,000 ♦ ♦♦ ♦♦ ♦ ♦ �♦ ♦ *Soil Modulus N 10,000 0 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Station (Ft.) 350,000 300,000 250,000 200,000 3 150,000 0 100,000 50,000 0 0 Moduli Comparison 2,000 4,000 6,000 8,000 Station (Ft.) ■Section Modulus *Soil Modulus 350,000 300,000 a 250,000 200,000 c 150,000 100,000 c 0 50,000 N 0 Section Modulus 0 50,000 H Q 40,000 3 30,000 3 0 20,000 N 10,000 2,000 4,000 6,000 8,000 Station (Ft.) Soil Modulus 0 4- 11 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Station (Ft.) 350,000 300,000 250,000 200,000 3 150,000 0 100,000 50,000 0 0 Moduli Comparison 2,000 4,000 6,000 8,000 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus _ 350,000 300,000 CL 250,000 200,000 3 150,000 0 100,000 c 50,000 0 0 +1 v 0 N Section Modulus 2,000 4,000 6,000 8,000 Station (Ft.) Soil Modulus 60,000 50,000 c a 40,000 3 30,000 N � 20,000 ♦ ♦ ♦♦♦ ♦ ♦♦♦ ♦ N 10,000 0 0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 Station (Ft.) 350,000 300,000 250,000 200,000 3 150,000 0 100,000 50,000 0 0 Moduli Comparison 2,000 4,000 6,000 8,000 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus CORE LOCATION PLAN AND CORE SAMPLE LOG o - OO 3NIl HOltlW 33S 88 3NIl HOltlW 33S VV 3NIl HOiVV4 33S 1 O v V p� AGVHS �y ri Z111 <>ma 1'TIm p'"> pA. mm pmnti co N n N {? m z I I a O N p-4 LANE 2r• $� S3W H1SOO I O°1 LANE 2._. mu I , I —_ I } 1S Ul I• 1 i NK rn l 1 y I 1 °p - 1 O�b41lOH mm pN"n pm€ 'o �< -z I j <m O z k, 3189V p m LANE 2 I (0 1 j III d 4391 LANE 1 Nl `dCHdll I Id RinNIVM I j III I , I I I I II N Op n n L T cN p °y m 2i4 OOSION b=1 s �A m pyy mm N O a LANE 2 I hl I O m $ 'z m o 9 yz z ,.4' N M tiW 1 n I W 0)>� < I N W o ?° '' p z + u o m D p { l pm? Amn M W o -n I m a �� m z z r m 1 1S 213H1S3 I n 0 m r I z ,:•_ w 2 C S m 0 I I mm LANE 2 °_.- A c 0 j I OD Ln I j M 1S 31J0 In r a 0 mm 00 z m Z = I mA Abp spm y 0 _ mm mm> p n D do m 1 t 1 I III r Z 1 'z1 c) I mz o 1$ IiONJdW n zo <o LANE 2..._ mz I 1 e I 1 o n y I j rn < 1 I 1 I I 1 1 o O $ Z o. Z NI M:J� N1M j I + j 00 0_ 02 m Im Z `z 1H 1S Ll oz I ld NO-LONI H + �N oy N m V �o v po m� pN p€ O m co co g o � Cn W ti W I �� 8 o N Nz m m mK Oo Oo N� <c s a 56I �� N ffl 00 ' 00 I mm pmt ym I �Z FF 2 vA SDp S^i {c nnm Siv I o Z _ j I <N LANE 1 mm Ami zm� 1 mm pmn pm� {m O I I wo �o I nz o n _ o oz 1 ny w 1 y ti0ae I >� LANE 1p90 LANE 1' J 7I -n O h I , z I n m I { < 1 O I z 1 -n l � 1 { I n M D coO I o < m I In o IT 1 D n D r D cn = W j IT 3 M I r -------- Z— y l Oa 1S3210Ad8 I j D D j I L mm n G) < r 9I m = m O— UG OOV NVS 11 y I 0 I Z �7 Z 1 � I I O 1 n G m 0O a I j S 2i3MO13 o O D cN p — --- 1 T I I o < �� A. T, I z a O `vA m pmy m Z mn a LANE 1 J n _ � I O S Z ' z O wo 0 0 a° ao I o °p r m Z.. o vv <m a<pi I �� cai oa W Ill p� 1 mm p'"n Ami <c Snm 5�� m I Z o y00 mm pmn pm€ D D 0 �z o o I 1 `=0 2 <m I z Dz 1 <m O pN LANE 1 zz a 0 po LANE 1.`,. r I n a z I � I , 1S 8lllHevo C/) I > I 0 =i o D ip p LMI PN 42783 SEE MATCH LINE CC SEE MATCH LINE BB SEE MATCH LINE AA Project No. 42783 VA LaBelle Marvin CORING RESULTS Irvine Avenue Client: Stantec Cores Obtained: October 2017 Technician(s): KH/JG/PTC PAVEMENT CORING DATA SOIL BORING DATA Core Lane Dir. Location Total Cross- Type Aggregate Type Soil Type (Maximum 3' Moisture Pavement Section Base (AB) depth) Content 10/1 1 S Irvine Avenue 9 3/8" 2 1/2" AC 9 5/8" AB Brown Silty Clay 13.9% Lateral and Longitudinal Position 2 3/8" AC 450' S Santiago Drive 1 1/2" AC 37' E Curb Face 3 AC Field Notes: Longitudinal Cracking 10/2 2 S Irvine Avenue 7 1/2" 2 AC 10 1/2" AB Brown Silty Sand 7.5% Lateral and Longitudinal Position 2 3/4" AC 1640' S Santiago Drive 2 3/4" AC 17' E Curb Face Field Notes: Alligator Cracking LWT 10/3 1 S Irvine Avenue 6 1/4" 2 1/2" AC 7 3/4" AB Brown Silty Sand 8.2% Lateral and Longitudinal Position Fabric 2585' S Santiago Drive 3 3/4" AC 28' E Curb Face Field Notes: Bottom Lift Cracked 10/4 2 S Irvine Avenue 5" 2 AC 6 AB Brown Silty Sand 8.8% Lateral and Longitudinal Position 3 AC 3730' S Santiago Drive 13' E Curb Face Field Notes: Longitudinal Cracking RWT 10/5 1 S Irvine Avenue 8" 1 3/4" AC 7 AB Brown Silty Sand 6.3% Lateral and Longitudinal Position 2 3/4" AC 4740' S Santiago Drive 3 1/2" AC 25' E Curb Face Field Notes: Depressed Alligator Cracking LWT 10/6 2 S Irvine Avenue 6 1/4" 1 3/4" AC 7 3/4" AB Brown Silty Sand 5.1% Lateral and Longitudinal Position 2 1/4" AC 5780' S Santiago Drive 2 1/4" AC 13' E Curb Face Field Notes: Lateral and Alligator cracking; Core separated between 2nd and 3rd lift VA LaBelle Marvin Project No. 42783 CORING RESULTS Irvine Avenue Client: Stantec Cores Obtained: October 2017 Technician(s): KH/JG/PTC PAVEMENT CORING DATA SOIL BORING DATA Core Lane Dir. Total Cross- Location Type Aggregate Type Soil Type (Maximum 3' Moisture Pavement Section Base (AB) depth) Content 10/7 1 S Irvine Avenue 6" 1 7/8" AC 30 AB Brown Silty Clay 16.6% Lateral and Longitudinal Position 4 1/8" AC 6860' S Santiago Drive 25' E Curb Face Field Notes: LAA LaBelle Marvin Project No. 42783 CORING RESULTS Irvine Avenue Client: Stantec Cores Obtained: October 2017 Technician(s): KH/JG/PTC PAVEMENT CORING DATA SOIL BORING DATA Core Lane Dir. Location Total Cross- Type Aggregate Type Soil Type (Maximum 3' Moisture Pavement Section Base (AB) depth) Content 10/8 2 N Irvine Avenue 6 3/4" 2 AC 32"+ AB No Sample Lateral and Longitudinal Position 2 AC 510' N 16th Street 2 3/4" AC 10' W Curb Face Field Notes: Treated Longitudinal and Lateral Cracks; Separated between 1st and 2nd lift; Obstructed/No Subgrade 10/9 1 N Irvine Avenue 6 1/2" 1 3/4" AC 5 1/2" AB brown Silty Sand 10.5% Lateral and Longitudinal Position 2 1/4" AC 1570' N 16th Street 2 1/2" AC 25' W Curb Face Field Notes: Slight Longitudinal and Lateral Cracking 10/10 2 N Irvine Avenue 5 1/2" 1 3/4" AC 8 1/2" AB Brown Silty Sand 9.1% Lateral and Longitudinal Position 2 1/4" AC 2730' N 16th Street 1 1/2" 17' W Curb Face Field Notes: Longitudinal and Lateral Cracking 10/11 1 N Irvine Avenue 4 7/8" 1 1/4" AC 5 1/8" AB Brown Silty Sand 9.5% Lateral and Longitudinal Position 3 5/8" AC 3705' N 16th Street 24' W Curb Face Field Notes: Alligator Cracking 10/12 2 N Irvine Avenue 7 3/4" 2" ARHM none AB Brown Silty Sand 8.7% Lateral and Longitudinal Position 1 3/4" AC 4770' N 16th Street 4 AC 16' W Curb Face Field Notes: 2nd and 3rd Lifts Cracked 10/13 1 N Irvine Avenue 8 1/4" 2 ARHM none AB Brown Silty Sand 9.8% Lateral and Longitudinal Position 3 1/4" AC 5850' N 16th Street 4 AC 32' W Curb Face Field Notes: Core Taken in LWT VA LaBelle Marvin Project No. 42783 CORING RESULTS Irvine Avenue Client: Stantec Cores Obtained: October 2017 Technician(s): KH/JG/PTC PAVEMENT CORING DATA SOIL BORING DATA Core Lane Dir. Total Cross- Location Type Aggregate Type Soil Type (Maximum 3' Moisture Pavement Section Base (AB) depth) Content 10/14 2 N Irvine Avenue 9 1/4" 2 ARHM none AB Brown Silty Sand 9.1% Lateral and Longitudinal Position 3 1/4" AC 6865' N 16th Street 4 AC 8' W Curb Face Field Notes: VA LaBelle Marvin APPENDIX D GROUND PENETRATING RADAR PLAN o 5 A G) A Q 00 3W HC1VA 33S .� _ 1pnZND _I �o=0n o Z 'IF P r. L I 7 4 zm0 010> mpr�OW o mxgN- p D�nJD lmn v, T'o m z D 0 V m 109 Z O p II I �M 0 mw00>0 { .E MPommz m zr `1 I _ '2 mm Az 00 f{ Omti mn Oy - �m,o> oa 1'. nn. ~ 2 K ~ % m D 1 Zm O o� 0mcz 0A my mm mN=Z 10i~ a mN ~r y Z O 0 Z N A I a P IF 2ZN n 2 DZ .'.'y i mmmD rnZ00 op 00 !I vD Zm m~ y -H. ••'S ymom n a. y : i DZ=D A b1 wxN> FI Zomy mnz - yZn 4 .A t D A O r O i 0 rn < 0 ''o � 'o z m mmD m (7) XZ D -i n° Cf) m o rn c n A ao m W N m o D D cn G) c vJ Z m� G) < mZ O — zU) X m =m � D 22 O < m z Z> = ct)(nO (nC Z ;um Z � z 0 x m 0 i Z H D 3.fll �= Z � a LMI PN 42783 -------------- I ki r. 99 3NI I HO -LVA 33S VV 3NIl HO1VA 33S Y .11JC AGVHS I _ Iz A f cd' '1 73/4' E. +�L 4 I .� _ _ II' _I r• I 'IF P r. L I 7 4 00000� c� r ID -4 0 m O O O N > y C?. O O Tom �4 N Z 3 O Z w m o � o � • ci -� m z m 0 - m �o _ m OV AIL n .. 66 -OL �Y C SEE MATCI J. I r1r r' $ I-bNOVA - I Id NOlONI I 10-5 8" AC - -- -- e 7" AB 31 VOaj a IIF • - 1 -off 1 0- �j - ` U) =1 I D f — S H3MO13 0• 1 ye=: z I• I � � I b. �.,,9 1 I •r ` � 1 -I {., m I I s_i •11 �?t# X11 LINE BB SEE MATCF I, t.• - j - 0, A ' 1S 61-liHav`o APPENDIX E IN -FIELD DEFLECTION TESTING DATA LaBelle - Marvin: FWD Reports Page 1 of 47 Location: Newport Beach Irvine Avenue 16th Street to Santiago Drive Date: 2017-10-04 08:47:08 Project: 42783 Begin Irvine Avenue Northbound Lane 1 00+00 Begin Irvine Avenue Northbound Lane 1 Notes: Begin Testing Irvine Avenue; Begin Irvine Avenue Northbound Lane 1; Pvt Temp: 00 F CL of 16th Street GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ 00+45 Begin Irvine Avenue Northbound Lane 1 Notes: Median, Painted Pvt Temp: 0° F GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ 00+70 Begin Irvine Avenue Northbound Lane 1 Notes: Change in Pavement Pvt Temp: 0° F GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ 01+09 (test 1) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.67 GPS: 33.625851 Lat, -117.911190 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.16 5.56 4.01 3.59 2.92 2.31 1.62 1.24 1.01 12.08 4.68 9.91 5.81 4.18 3.77 3.07 2.46 1.73 1.33 1.08 5.45 4.88 9.74 5.64 4.05 3.64 2.97 2.37 1.68 1.3 1.06 15.52 4.65 02+21 Begin Irvine Avenue Northbound Lane 1 Notes: CL of 16th Place Pvt Temp: 0° F GPS: 33.625851 Lat, -117.911190 Lon Limit ❑ NIS ❑ 03+01 (test 2) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.34667 GPS: 33.626260 Lat, -117.910771 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.79 5.47 4.08 3.66 3.04 2.4 1.77 1.37 1.07 24.48 4.65 9.59 5.31 3.96 3.58 3 2.42 1.7 1.35 1.1 22.38 4.44 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 2 of 47 9.4 5.26 3.91 3.51 2.95 2.38 1.7 1.36 1.09 4.69 4.4 05+01 (test 3) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.08667 GPS: 33.626681 Lat, -117.910351 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.67 7.21 5.77 5.35 4.55 3.7 2.69 1.99 1.64 4.11 6.38 9.55 7.06 5.63 5.2 4.43 3.7 2.62 1.93 1.66 15.58 6.23 9.42 6.99 5.59 5.18 4.41 3.65 2.6 1.94 1.66 6.94 6.16 06+63 Notes: CL of Ogle Street Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.626680 Lat, -117.910350 Lon Limit ❑ NIS ❑ 07+07 (test 4) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.96667 GPS: 33.627111 Lat, -117.909920 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.5 7.1 5.74 5.32 4.56 3.8 2.73 2.05 1.64 18.93 6.15 9.47 6.95 5.62 5.2 4.45 3.68 2.63 1.98 1.59 4.92 6.04 9.3 6.85 5.58 5.19 4.44 3.68 2.64 1.99 1.63 3.16 6.01 09+04 (test 5) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.87 GPS: 33.627520 Lat, -117.909510 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.3 6.98 5.65 5.21 4.44 3.69 2.71 2.05 1.85 28.35 6.1 9.2 6.81 5.55 5.11 4.36 3.65 2.66 2.06 1.83 6.76 6.04 9.18 6.82 5.54 5.11 4.34 3.6 2.67 2.07 1.79 2.21 5.99 09+65 Notes: CL of Sherington Place 10+50 Notes: Lateral Trench Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.627520 Lat, -117.909510 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.627521 Lat, -117.909510 Lon Limit ❑ NIS ❑ 11+18 (test 6) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.54333 GPS: 33.627941 Lat, -117.909021 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.28 3.59 3 2.89 2.69 2.45 2.22 1.95 1.79 7 3.18 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports 9.25 3.52 2.96 2.86 2.66 2.43 2.18 1.95 9.18 3.52 2.95 2.85 2.67 2.46 2.21 1.95 11+41 Notes: Change in Pavement, LTP 1.76 3.7 1.78 2.73 Page 3 of 47 3.16 3.14 Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.627940 Lat, -117.909021 Lon Limit ❑ NIS ❑ 12+59 (test 7) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 3.54 GPS: 33.628241 Lat, -117.908720 Lon Limit ❑.r NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.38 3.61 2.71 2.63 2.42 2.08 1.74 1.43 1.19 12.26 2.96 9.11 3.51 2.63 2.54 2.35 2.05 1.68 1.39 1.15 11.47 2.89 9.25 3.5 2.64 2.58 2.36 2.06 1.67 1.38 1.16 13.33 2.89 13+28 Notes: CL of Westcliff Drive 13+81 Notes: Median, Raised Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.628240 Lat, -117.908720 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.628240 Lat, -117.908720 Lon Limit ❑ NIS ❑ 15+05 (test 8) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.45667 GPS: 33.628750 Lat, -117.908200 Lon Limit ❑.r NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 9.52 7.69 6.95 5.78 4.55 3.07 2.07 1.61 9.45 8.85 8.74 9.42 7.59 6.86 5.7 4.47 3.01 2.03 1.56 8.84 8.69 8.86 9.43 7.57 6.88 5.73 4.52 3.05 2.04 1.59 7.35 8.7 17+07 (test 9) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 15.11 GPS: 33.629171 Lat, -117.907770 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 15.23 12.16 10.75 8.61 6.52 3.9 2.57 1.45 8.7 13.86 8.67 15.03 11.93 10.61 8.53 6.48 3.9 2.59 1.86 12.46 13.72 8.74 15.07 11.95 10.64 8.53 6.52 3.92 2.57 1.89 9.83 13.66 19+05 (test 10) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 14.2833 GPS: 33.629591 Lat, -117.907360 Lon Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 4 of 47 9.16 14.55 9.78 8.18 6.01 4.14 2.08 1.13 1.02 3.42 9.55 9.16 14.21 9.58 8.04 5.89 4.09 2.07 1.13 0.95 9.65 9.28 9.11 14.09 9.53 8 5.9 4.07 2.07 1.14 0.95 2.85 9.14 21+10 (test 11) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.03667 GPS: 33.630021 Lat, -117.906930 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.91 9.16 7.04 6.25 5.02 3.82 2.39 1.55 1.16 8.79 8.29 8.96 9.04 7.05 6.2 5 3.83 2.37 1.57 1.13 19.93 8.18 8.91 8.91 6.96 6.14 4.95 3.83 2.39 1.56 1.12 14.03 8.04 23+03 (test 12) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.22 GPS: 33.630430 Lat, -117.906530 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 8.36 6.57 5.88 4.8 3.68 2.2 1.37 0.92 17.82 7.51 8.91 8.19 6.49 5.77 4.7 3.62 2.19 1.35 0.94 10.52 7.39 8.89 8.11 6.42 5.72 4.66 3.63 2.19 1.35 0.92 17.31 7.35 23+17 Notes: CL of Abbie Way 23+47 Notes: Begin Patch 23+87 Notes: End Patch Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.630430 Lat, -117.906530 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.630430 Lat, -117.906530 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.630430 Lat, -117.906531 Lon Limit ❑ NIS ❑ 25+03 (test 13) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.00667 GPS: 33.630850 Lat, -117.906110 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.16 9.17 7.17 6.38 5.05 3.82 2.3 1.41 1.06 3.68 8.14 9.11 8.97 7.09 6.24 4.96 3.75 2.26 1.41 1.04 4.47 8.01 9.06 8.88 7.03 6.2 4.92 3.73 2.25 1.39 1.05 3.82 7.92 25+54 Notes: LTP http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.630850 Lat, -117.906111 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports 26+53 Notes: CL of Mariners Drive Page 5 of 47 Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.630850 Lat, -117.906111 Lon Limit ❑ NIS ❑ 27+05 (test 14) Begin Irvine Avenue Northbound Lane 1 Notes: Slight Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.54333 GPS: 33.631270 Lat, -117.905700 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 Limit ❑.r NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 7.66 6.28 5.8 4.94 3.96 2.7 1.83 1.28 29.62 7.08 8.94 7.52 6.13 5.68 4.85 3.92 2.66 1.79 1.27 9.5 6.95 8.94 7.45 6.06 5.64 4.82 3.9 2.65 1.76 1.27 3.73 6.9 29+03 (test 15) Notes: CL of Broadway Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.3533 GPS: 33.632530 Lat, -117.904440 Lon GPS: 33.631690 Lat, -117.905290 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.84 11.49 8.76 7.77 6.26 4.83 3.01 2.01 1.5 3.82 10.6 8.84 11.33 8.63 7.67 6.19 4.8 3 2 1.48 5.92 10.4 8.86 11.24 8.57 7.61 6.15 4.77 3.01 2.02 1.55 9.68 10.34 29+80 Begin Irvine Avenue Northbound Lane 1 Notes: CL of Magnolia Street Pvt Temp: 0° F GPS: 33.631690 Lat, -117.905290 Lon Limit ❑ NIS ❑ 31+05 (test 16) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.53 GPS: 33.632120 Lat, -117.904840 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 10.62 7.76 6.63 5.02 3.69 2.35 1.68 1.39 7.66 9.44 8.94 10.52 7.71 6.61 5.03 3.72 2.33 1.7 1.4 19.21 9.42 8.94 10.45 7.67 6.57 5 3.74 2.35 1.7 1.4 17.81 9.27 33+02 (test 17) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.2833 GPS: 33.632531 Lat, -117.904441 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 11.43 8.4 7.12 5.36 3.69 2.05 1.3 1.08 5.92 10.45 8.91 11.28 8.29 7.04 5.31 3.69 2.04 1.3 1.1 11.03 10.27 8.96 11.14 8.19 6.97 5.25 3.63 2 1.25 1.08 10.81 10.12 33+12 Begin Irvine Avenue Northbound Lane 1 Notes: CL of Broadway Pvt Temp: 0° F GPS: 33.632530 Lat, -117.904440 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 6 of 47 Limit ❑ NIS ❑ 35+01 (test 18) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.1133 Begin Irvine Avenue Northbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 7.66 GPS: 33.633751 Lat, -117.903230 Lon GPS: 33.632951 Lat, -117.904021 Lon Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.23 7.8 5.87 5.27 4.38 3.43 2.34 1.61 1.23 7.07 6.98 9.06 7.61 5.75 5.17 4.3 3.4 2.3 1.63 1.24 6.43 6.79 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 12.24 9.21 7.82 5.87 4.04 2.16 1.24 1.07 8.59 10.92 9.01 12.08 9 7.72 5.83 4.01 2.13 1.23 1.11 11.32 10.75 8.96 12.02 8.96 7.68 5.78 3.99 2.12 1.22 1.08 4.75 10.68 36+43 Begin Irvine Avenue Northbound Lane 1 Notes: CL of Flower Street Pvt Temp: 0° F GPS: 33.632950 Lat, -117.904020 Lon Limit ❑ NIS ❑ 37+07 (test 19) Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 12.59 Begin Irvine Avenue Northbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 7.66 GPS: 33.633751 Lat, -117.903230 Lon GPS: 33.633390 Lat, -117.903590 Lon Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.23 7.8 5.87 5.27 4.38 3.43 2.34 1.61 1.23 7.07 6.98 9.06 7.61 5.75 5.17 4.3 3.4 2.3 1.63 1.24 6.43 6.79 Limit ❑d NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.16 12.8 8.96 7.5 5.54 3.87 2.17 1.39 1.15 15.95 10.83 9.06 12.51 8.83 7.44 5.51 3.86 2.17 1.42 1.18 11.83 10.52 9.08 12.46 8.78 7.39 5.49 3.86 2.17 1.4 1.15 4.81 10.46 37+81 Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.633390 Lat, -117.903590 Lon Limit ❑ NIS ❑ 38+18 Begin Irvine Avenue Northbound Lane 1 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.633390 Lat, -117.903590 Lon Limit ❑ NIS ❑ 38+33 Begin Irvine Avenue Northbound Lane 1 Notes: LTP Pvt Temp: 0° F GPS: 33.633390 Lat, -117.903590 Lon Limit ❑ NIs ❑ 38+79 (test 20) Begin Irvine Avenue Northbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 7.66 GPS: 33.633751 Lat, -117.903230 Lon Limit ❑ NIs ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.23 7.8 5.87 5.27 4.38 3.43 2.34 1.61 1.23 7.07 6.98 9.06 7.61 5.75 5.17 4.3 3.4 2.3 1.63 1.24 6.43 6.79 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 7 of 47 9.06 7.57 5.7 5.18 4.32 3.41 2.33 1.66 1.29 8.25 6.75 39+64 Notes: CL of Dover Drive Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.633750 Lat, -117.903231 Lon Limit ❑ NIS ❑ 41+07 (test 21) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.12333 GPS: 33.634230 Lat, -117.902760 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 7.13 6.13 5.82 5.13 4.27 3.08 2.15 1.65 14.99 6.71 9.06 7.13 6.1 5.84 5.14 4.3 3.12 2.19 1.66 2.82 6.67 9.01 7.11 6.1 5.82 5.15 4.3 3.11 2.18 1.68 2.77 6.68 43+01 (test 22) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.60667 GPS: 33.634641 Lat, -117.902361 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 5.66 4.26 4.05 3.59 3.1 2.45 1.89 1.72 11.06 4.63 9.06 5.61 4.26 4.02 3.59 3.14 2.46 1.87 1.79 10.85 4.61 8.98 5.55 4.19 3.97 3.57 3.11 2.45 1.87 1.64 5.86 4.59 45+02 (test 23) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.00333 GPS: 33.635060 Lat, -117.901940 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.84 6 4.88 4.61 4.11 3.54 2.77 2.19 1.79 9.12 5.53 8.84 5.98 4.82 4.53 4.05 3.49 2.74 2.15 1.87 8.52 5.43 8.91 6.03 4.89 4.61 4.11 3.53 2.79 2.19 1.87 8.63 5.5 45+29 Notes: LTP 46+43 Notes: CL of Linda Lane Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.635060 Lat, -117.901940 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.635060 Lat, -117.901940 Lon Limit ❑ NIS ❑ 47+05 (test 24) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.72 GPS: 33.635490 Lat, -117.901510 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 8.87 7.19 6.72 5.85 4.94 3.7 2.74 2.24 6.84 8.27 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 8 of 47 8.81 8.64 7.02 6.57 5.71 4.87 3.63 2.7 2.25 13.48 8.02 8.86 8.65 7 6.59 5.76 4.89 3.67 2.73 2.28 3.15 8.06 49+01 (test 25) GPS: 33.636320 Lat, -117.900680 Lon Begin Irvine Avenue Northbound Lane 1 Notes: Limit ❑ NIS ❑ Force Pvt Temp: 81.7° F Avg FWD1: 8.50667 FWD3 FWD4 FWDS FWD6 FWD7 FWDS GPS: 33.635901 Lat, -117.901101 Lon 9.03 8.82 7.02 6.56 5.75 4.85 3.67 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 8.62 7.08 6.64 5.84 5.02 3.77 2.8 2.38 12.39 8.07 8.57 8.45 6.96 6.5 5.74 4.87 3.7 2.76 2.3 18.32 7.9 8.54 8.45 6.95 6.51 5.75 4.88 3.71 2.79 2.29 4.27 7.88 51+02 (test 26) Begin Irvine Avenue Northbound Lane 1 Notes: Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.69667 Pvt Temp: 81.7° F Avg FWD1: 8.89333 GPS: 33.636320 Lat, -117.900680 Lon GPS: 33.636950 Lat, -117.900060 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 8.82 7.02 6.56 5.75 4.85 3.67 2.75 2.19 8.44 7.81 9.03 8.65 6.91 6.46 5.66 4.81 3.62 2.72 2.15 7.54 7.71 8.96 8.62 6.91 6.46 5.65 4.82 3.63 2.71 2.15 5.16 7.67 51+67 Notes: LTP 53+04 Notes: CL of Highland Drive Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.636320 Lat, -117.900681 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.636320 Lat, -117.900680 Lon Limit ❑ NIS ❑ 54+01 (test 27) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.89333 GPS: 33.636950 Lat, -117.900060 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.01 9 7.77 7.42 6.69 5.86 4.73 3.81 3.21 5.86 8.46 8.86 8.84 7.61 7.3 6.58 5.83 4.64 3.76 3.18 6.18 8.38 8.91 8.84 7.62 7.29 6.57 5.78 4.67 3.75 3.18 2.6 8.37 55+08 (test 28) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.6833 GPS: 33.637180 Lat, -117.899831 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 11.83 10.41 9.85 8.74 7.56 5.66 4.24 3.22 4.2 10.92 8.64 11.64 10.24 9.7 8.63 7.41 5.57 4.18 3.16 3.42 10.79 8.64 11.58 10.18 9.68 8.58 7.43 5.55 4.15 3.14 3.19 10.73 57+07 (test 29) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 9 of 47 Avg FWD1: 8.51667 Begin Irvine Avenue Northbound Lane 1 GPS: 33.637600 Lat, -117.899410 Lon Notes: Pvt Temp: 81.7° F Avg FWD1: 4.94667 Pvt Temp: 81.7° F Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 8.62 7.57 7.28 6.61 5.82 4.6 3.63 3.11 2.75 8.1 8.62 8.45 7.39 7.12 6.45 5.63 4.5 3.61 3.09 27.03 7.89 8.64 8.48 7.46 7.17 6.48 5.67 4.55 3.61 3.08 8.76 7.94 57+34 Notes: CL of Baycrest Road Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.637600 Lat, -117.899411 Lon Limit ❑./ NIS ❑ 59+07 (test 30) Begin Irvine Avenue Northbound Lane 1 Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.94667 Pvt Temp: 81.7° F Avg FWD1: 16.9933 GPS: 33.639270 Lat, -117.897760 Lon GPS: 33.638020 Lat, -117.899001 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 17.22 14.62 13.71 11.96 10.05 7.27 5.34 4.08 22.13 16.55 8.64 16.9 14.36 13.48 11.73 9.89 7.14 5.28 4.12 3.89 16.24 8.69 16.86 14.35 13.45 11.7 9.9 7.16 5.3 4.16 15.82 16.23 61+05 (test 31) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 17.19 GPS: 33.638440 Lat, -117.898580 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.81 17.56 12.59 11.13 8.83 7.02 4.85 3.53 3.01 2.86 15.21 8.79 17.1 12.35 10.91 8.7 6.97 4.8 3.54 3.02 3.01 14.84 8.69 16.91 12.24 10.85 8.68 6.96 4.8 3.52 3.05 23.84 14.64 63+02 (test 32) Begin Irvine Avenue Northbound Lane 1 Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.94667 Pvt Temp: 81.7° F Avg FWD1: 16.2533 GPS: 33.639270 Lat, -117.897760 Lon GPS: 33.638850 Lat, -117.898170 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 Limit ❑./ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 16.61 11.75 10.24 8.16 6.49 4.53 3.3 2.77 3.25 13.82 8.72 16.18 11.5 10.04 8.01 6.41 4.49 3.3 2.73 5.21 13.45 8.69 15.97 11.38 9.96 7.97 6.37 4.47 3.28 2.69 16.55 13.21 65+02 (test 33) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.94667 GPS: 33.639270 Lat, -117.897760 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 4.97 4.02 3.86 3.48 3.02 2.37 1.88 1.72 3.83 4.45 8.86 4.93 3.97 3.82 3.46 3 2.33 1.86 1.62 2.78 4.41 8.91 4.94 4 3.81 3.43 2.99 2.36 1.85 1.68 8.14 4.4 65+09 Notes: LTP http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.639270 Lat, -117.897760 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports 66+32 Notes: CL of Holiday Road 66+69 Notes: Median, Painted Page 10 of 47 Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.639270 Lat, -117.897761 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.639270 Lat, -117.897760 Lon Limit ❑ NIS ❑ 67+07 (test 34) Begin Irvine Avenue Northbound Lane 1 Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.22333 Pvt Temp: 81.7° F Avg FWD1: 4.36667 GPS: 33.640160 Lat, -117.896970 Lon GPS: 33.639720 Lat, -117.897350 Lon Limit ❑./ NIS ❑ Force FWDS FWD2 FWD3 FWD4 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.03 4.4 3.38 3.25 2.93 2.49 1.95 1.51 1.33 1.65 3.77 9.01 4.36 3.34 3.21 2.9 2.47 1.91 1.48 1.45 16.13 3.71 8.98 4.34 3.35 3.22 2.9 2.47 1.92 1.5 1.47 1.49 3.71 68+61 Notes: LTP Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.639720 Lat, -117.897350 Lon Limit ❑ NIS ❑ 69+05 (test 35) Begin Irvine Avenue Northbound Lane 1 Notes: Notes: Pvt Temp: 81.7° F Avg FWD1: 5.22333 Pvt Temp: 81.7° F Avg FWD1: 11.6167 GPS: 33.640160 Lat, -117.896970 Lon GPS: 33.640571 Lat, -117.896551 Lon Limit ❑./ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.94 5.27 4.21 4.06 3.72 3.19 2.53 1.99 1.6 4.42 4.55 8.91 5.19 4.18 4.02 3.66 3.16 2.53 1.99 1.61 6.1 4.48 8.98 5.21 4.19 4.02 3.65 3.2 2.51 1.96 1.59 2.84 4.49 69+65 Notes: CL of Francisco Drive Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.640160 Lat, -117.896970 Lon Limit ❑ NIS ❑ 71+04 (test 36) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.6167 GPS: 33.640571 Lat, -117.896551 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 11.79 9.12 8.16 6.7 5.3 3.48 2.42 2.07 8.65 10.62 8.69 11.57 8.96 8.05 6.65 5.24 3.47 2.4 1.98 11.42 10.43 8.59 11.49 8.92 8 6.6 5.24 3.45 2.39 1.99 5.06 10.33 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 11 of 47 73+04 (test 37) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Pvt Temp: 81.7° F Avg FWD1: 8.24667 GPS: 33.642250 GPS: 33.641011 Lat, -117.896150 Lon Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.72 8.32 6.65 6.19 5.48 4.62 3.53 2.71 2.1 18.41 7.71 8.62 8.24 6.52 6.08 5.38 4.53 3.46 2.63 2.01 23.41 7.55 8.59 8.18 6.46 6.03 5.33 4.52 3.44 2.62 1.99 23.87 7.44 74+63 Notes: CL of Windward Lane Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.641010 Lat, -117.896150 Lon Limit ❑ NIS ❑ 75+04 (test 38) Begin Irvine Avenue Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.6 Pvt Temp: 81.7° F GPS: 33.641420 Lat, -117.895740 Lon GPS: 33.642250 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 14.72 12.04 10.93 9.13 7.32 4.89 3.5 2.79 15.97 13.62 8.57 14.55 11.92 10.85 9.08 7.27 4.87 3.49 2.72 4.81 13.51 8.57 14.53 11.9 10.8 9.02 7.27 4.92 3.52 2.78 7.93 13.48 77+05 (test 39) 3.55 2.75 6.07 15.13 8.4 16.68 13.29 11.96 Begin Irvine Avenue Northbound Lane 1 Notes: 4.97 3.57 2.7 2.54 15.09 Pvt Temp: 81.7° F Avg FWD1: 13.7433 GPS: 33.641850 Lat, -117.895300 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.69 13.91 11.76 11.08 9.78 8.37 6.28 4.69 3.74 1.84 12.99 8.67 13.72 11.62 10.94 9.65 8.35 6.22 4.64 3.7 3.42 12.81 8.57 13.6 11.53 10.86 9.59 8.28 6.18 4.61 3.71 2.68 12.68 77+33 Notes: LTP Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.641850 Lat, -117.895300 Lon Limit ❑ NIS ❑ 79+00 (test 40) Begin Irvine Avenue Northbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 16.8433 GPS: 33.642250 Lat, -117.894880 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.59 17.11 13.59 12.16 9.98 7.88 5.11 3.66 2.8 6.75 15.54 8.47 16.74 13.27 11.93 9.8 7.73 4.94 3.55 2.75 6.07 15.13 8.4 16.68 13.29 11.96 9.85 7.76 4.97 3.57 2.7 2.54 15.09 79+56 Notes: CL of Santiago Drive http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Northbound Lane 1 Pvt Temp: 0° F GPS: 33.642250 Lat, -117.894880 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports Page 12 of 47 Begin Irvine Avenue Southbound Lanel 00+00 Begin Irvine Avenue Southbound Lanel Notes: Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.642250 Lat, -117.894881 Lon Limit ❑ NIS ❑ 00+02 Begin Irvine Avenue Southbound Lanel Notes: CL of Santiago Drive Pvt Temp: 0° F GPS: 33.642250 Lat, -117.894880 Lon Limit ❑ NIS ❑ 00+21 Begin Irvine Avenue Southbound Lanel Notes: Pvt Temp: 0° F GPS: 33.642250 Lat, -117.894880 Lon Limit ❑ NIS ❑ 00+45 Begin Irvine Avenue Southbound Lanel Notes: Median, Painted Pvt Temp: 0° F GPS: 33.642250 Lat, -117.894880 Lon Limit ❑ NIS ❑ 02+17 (test 41) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.42 GPS: 33.641940 Lat, -117.895290 Lon Lat, -117.895671 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 6.48 5.8 5.65 5.22 4.64 3.88 3.26 2.9 3.7 6.05 8.91 6.41 5.75 5.55 5.14 4.63 3.84 3.23 2.87 1.35 5.94 9.08 6.37 5.7 5.53 5.14 4.57 3.79 3.2 2.85 1.73 5.93 04+06 (test 42) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.28333 GPS: 33.641541 Lat, -117.895671 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.84 6.37 5.47 5.23 4.67 4.01 3.12 2.29 1.91 10.78 6 8.59 6.25 5.39 5.12 4.58 3.96 3.07 2.29 1.91 14.74 5.84 8.62 6.23 5.39 5.15 4.6 3.99 3.09 2.29 1.88 4.5 5.88 05+00 Begin Irvine Avenue Southbound Lanel Notes: CL of Windward Lane Pvt Temp: 0° F GPS: 33.641540 Lat, -117.895670 Lon Limit ❑ NIS ❑ 06+01 (test 43) Begin Irvine Avenue Southbound Lanel http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 13 of 47 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.63 GPS: 33.641130 Lat, -117.896070 Lon Limit ❑ NIS ❑ Force FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.08 5.69 4.73 4.43 3.89 3.3 2.47 1.8 1.57 6.18 5.15 8.84 5.61 4.64 4.34 3.82 3.27 2.39 1.82 1.54 8.19 5.06 8.96 5.59 4.66 4.37 3.86 3.27 2.44 1.82 1.6 11.32 5.06 08+07 (test 44) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.07333 GPS: 33.640690 Lat, -117.896510 Lon Lat, -117.896921 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.11 4.1 3.35 3.14 2.73 2.27 1.73 1.26 1.1 5.08 3.64 9.03 4.06 3.3 3.07 2.7 2.26 1.68 1.28 1.21 9.34 3.57 8.96 4.06 3.31 3.11 2.72 2.3 1.71 1.31 1.23 18.48 3.58 08+74 Begin Irvine Avenue Southbound Lanel Notes: LTP Pvt Temp: 00 F GPS: 33.640690 Lat, -117.896510 Lon Limit ❑ NIS ❑ 10+02 Begin Irvine Avenue Southbound Lanel Notes: CL of Francisco Drive Pvt Temp: 0° F GPS: 33.640690 Lat, -117.896510 Lon Limit ❑ NIS ❑ 10+02 (test 45) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.11667 GPS: 33.640280 Lat, -117.896921 Lon Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 7.17 5.97 5.53 4.7 3.76 2.48 1.6 1.41 5.74 6.5 8.94 7.08 5.92 5.46 4.64 3.71 2.46 1.58 1.36 6.62 6.37 8.98 7.1 5.91 5.48 4.65 3.77 2.47 1.59 1.42 3.54 6.39 12+10 (test 46) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.27 GPS: 33.639840 Lat, -117.897331 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 12.45 10.22 9.22 7.38 5.67 3.5 2.26 1.64 5.44 11.09 8.74 12.17 10 9.02 7.27 5.6 3.45 2.21 1.6 6.1 10.85 8.84 12.19 10.05 9.06 7.3 5.65 3.51 2.27 1.64 5.63 10.85 13+30 Begin Irvine Avenue Southbound Lanel Notes: CL of Holiday Road Pvt Temp: 0° F GPS: 33.639840 Lat, -117.897330 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 14 of 47 13+62 Begin Irvine Avenue Southbound Lanel Notes: Median, Raised Pvt Temp: 0° F GPS: 33.639840 Lat, -117.897331 Lon Limit ❑ NIS ❑ 14+02 (test 47) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.8967 GPS: 33.639421 Lat, -117.897731 Lon Limit 9 NIS ❑ Force FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 11.06 8.59 7.6 6.01 4.47 2.28 1.48 1.33 9.32 10.09 8.81 10.87 8.49 7.51 5.95 4.44 2.28 1.48 1.3 6.73 9.91 8.76 10.76 8.41 7.46 5.94 4.45 2.29 1.48 1.3 18.42 9.81 16+06 (test 48) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.79 GPS: 33.638990 Lat, -117.898160 Lon Limit 9 NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 13.98 9.53 8.03 6.02 4.3 2.62 1.49 1.31 3.11 10.82 8.67 13.86 9.4 7.92 5.92 4.3 2.43 1.48 1.2 5.03 10.57 8.64 13.53 9.37 7.91 5.96 4.28 2.44 1.51 1.22 11.7 10.55 18+05 (test 49) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.33 GPS: 33.638570 Lat, -117.898570 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 8.44 6.54 5.84 4.71 3.55 2.2 1.39 1.02 5.78 7.69 8.76 8.28 6.43 5.74 4.64 3.49 2.15 1.36 1.01 3.47 7.53 8.84 8.27 6.4 5.72 4.62 3.5 2.15 1.34 0.96 5.77 7.53 20+04 (test 50) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.77 GPS: 33.638151 Lat, -117.898990 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 8.88 7.06 6.3 5.11 3.95 2.54 1.72 1.29 7.21 8.17 8.72 8.74 6.93 6.19 5.06 3.93 2.53 1.72 1.36 33.91 7.94 8.74 8.69 6.89 6.19 5.04 3.93 2.52 1.71 1.25 6.03 7.85 21+09 Begin Irvine Avenue Southbound Lanel Notes: LTP Pvt Temp: 0° F GPS: 33.638150 Lat, -117.898990 Lon Limit ❑d NIS ❑ 22+05 (test 51) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.1567 GPS: 33.637740 Lat, -117.899410 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 15 of 47 8.72 13.35 9.22 7.83 5.86 4.2 2.3 1.48 1.33 5.84 11.65 8.76 13.12 9.07 7.72 5.85 4.2 2.32 1.51 1.37 9.25 11.45 8.72 13 8.99 7.68 5.81 4.18 2.28 1.51 1.34 9.94 11.31 22+27 Begin Irvine Avenue Southbound Lanel Notes: CL of Baycrest Road Pvt Temp: 0° F GPS: 33.637740 Lat, -117.899410 Lon Limit ❑ NIS ❑ 24+05 (test 52) Begin Irvine Avenue Southbound Lanel Notes: Alligator Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 18.0467 Pvt Temp: 81.7° F GPS: 33.637310 Lat, -117.899831 Lon GPS: 33.636900 Lat, -117.900240 Lon Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 18.25 12.27 10.09 7.01 4.21 2.62 1.74 1.45 13.46 16.32 8.54 17.98 12.2 10.05 7.09 4.26 2.65 1.76 1.48 13.42 16.12 8.62 17.91 12.15 10.05 7.09 4.27 2.63 1.74 1.51 13.96 16 25+12 Notes: LTP Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.637310 Lat, -117.899830 Lon Limit ❑./ NIS ❑ 26+01 (test 53) Begin Irvine Avenue Southbound Lanel Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 8.96 GPS: 33.636900 Lat, -117.900240 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.89 9.03 7.52 6.78 5.54 4.31 2.85 1.95 1.52 3.74 7.48 8.84 8.96 7.47 6.77 5.52 4.32 2.84 1.96 1.62 6.94 7.48 8.89 8.89 7.43 6.74 5.52 4.29 2.84 1.94 1.53 1.84 7.42 26+55 Notes: CL of E 20th Street Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.636900 Lat, -117.900241 Lon Limit ❑ NIS ❑ 28+04 (test 54) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.65667 GPS: 33.636470 Lat, -117.900660 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 5.68 4.68 4.35 3.8 3.09 2.15 1.45 1.1 3.66 5.17 8.91 5.66 4.66 4.34 3.77 3.06 2.15 1.41 1.08 7.94 5.18 8.89 5.63 4.6 4.31 3.75 3.05 2.12 1.42 1.12 6.46 5.11 28+57 Notes: Begin Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.636470 Lat, -117.900661 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports Page 16 of 47 29+05 Begin Irvine Avenue Southbound Lanel Notes: End Patch Pvt Temp: 0° F GPS: 33.636470 Lat, -117.900660 Lon Limit ❑ NIS ❑ 29+85 Begin Irvine Avenue Southbound Lanel Notes: CL of Esther Street Pvt Temp: 0° F GPS: 33.636470 Lat, -117.900660 Lon Limit ❑ NIS ❑ 30+11 (test 55) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.3067 GPS: 33.636030 Lat, -117.901100 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.94 11.47 10.55 10.38 7.7 4.01 2.78 1.94 1.62 5.98 9.87 8.89 11.23 10.35 10.22 7.64 3.94 2.76 1.94 1.65 4.21 9.66 8.91 11.22 10.33 10.21 7.62 3.96 2.75 1.93 1.63 12.99 9.62 32+01 Begin Irvine Avenue Southbound Lanel Notes: LTP Pvt Temp: 00 F GPS: 33.636030 Lat, -117.901100 Lon Limit ❑ NIS ❑ 32+01 (test 56) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.18333 GPS: 33.635630 Lat, -117.901490 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.91 5.19 4.37 4.18 3.68 3.09 2.22 1.62 1.37 5.49 4.75 8.81 5.18 4.35 4.12 3.62 3.08 2.23 1.64 1.39 6.19 4.69 8.84 5.18 4.34 4.11 3.63 3.07 2.24 1.65 1.4 6.59 4.69 33+12 Begin Irvine Avenue Southbound Lanel Notes: CL of Walnut Place Pvt Temp: 0° F GPS: 33.635630 Lat, -117.901491 Lon Limit ❑d NIS ❑ 34+02 (test 57) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.39 GPS: 33.635210 Lat, -117.901910 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.59 13.6 10.64 9.5 7.63 5.74 3.25 2.09 1.45 10.25 12.79 8.72 13.38 10.52 9.37 7.54 5.73 3.26 2.08 1.48 14.04 12.53 8.64 13.19 10.38 9.27 7.45 5.7 3.24 2.08 1.47 5.49 12.37 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 17 of 47 36+01 (test 58) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.2467 GPS: 33.634790 Lat, -117.902330 Lon Notes: Limit 2 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.84 10.4 8.64 7.65 6.04 4.52 2.62 1.71 1.32 3.89 9.12 8.79 10.19 8.48 7.53 5.92 4.43 2.59 1.65 1.26 3.51 8.92 8.79 10.15 8.44 7.47 5.87 4.43 2.58 1.64 1.3 3.34 8.87 36+52 Notes: CL of Costa Mesa Street 37+30 Notes: LTP Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.634790 Lat, -117.902330 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.634790 Lat, -117.902331 Lon Limit ❑ NIS ❑ 38+06 (test 59) Begin Irvine Avenue Southbound Lanel Notes: Pvt Temp: 81.7° F Avg FWD1: 6.73 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 GPS: 33.634360 Lat, -117.902760 Lon 8.81 7.29 6.18 5.74 4.94 4.02 2.79 1.96 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 6.8 5.46 5.01 4.19 3.43 2.36 1.73 1.6 9.83 6.28 8.84 6.67 5.42 4.91 4.14 3.39 2.36 1.72 1.76 15.74 6.18 8.84 6.72 5.4 4.95 4.15 3.36 2.35 1.68 1.6 12.7 6.2 39+90 Notes: CL of E 19th Street 40+51 Notes: Change in Pavement Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.634360 Lat, -117.902761 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.634360 Lat, -117.902761 Lon Limit ❑ NIS ❑ 41+05 (test 60) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.28 GPS: 33.633730 Lat, -117.903390 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.81 7.29 6.18 5.74 4.94 4.02 2.79 1.96 1.54 1.52 6.72 8.84 7.29 6.15 5.71 4.91 4.03 2.79 1.98 1.56 2.71 6.7 8.86 7.26 6.13 5.71 4.91 4.03 2.79 1.98 1.56 0.86 6.66 41+34 Begin Irvine Avenue Southbound Lanel http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Notes: Lateral Trench 41+72 Notes: Lateral Trench Page 18 of 47 Pvt Temp: 0° F GPS: 33.633731 Lat, -117.903391 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.633730 Lat, -117.903390 Lon Limit ❑d NIS ❑ 42+03 (test 61) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 12.59 Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 GPS: 33.633530 Lat, -117.903590 Lon FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 12.03 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 12.8 8.96 7.65 5.92 4.29 2.38 1.51 1.2 3.65 11.39 8.72 12.57 8.81 7.53 5.83 4.24 2.4 1.51 1.31 4.93 11.16 8.59 12.4 8.69 7.44 5.77 4.21 2.37 1.5 1.16 7.15 10.92 43+14 Notes: CL of Flower Street Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.633530 Lat, -117.903590 Lon Limit ❑ NIS ❑ 44+03 (test 62) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.7233 GPS: 33.633101 Lat, -117.904010 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 12.03 8.07 7.04 5.56 4.27 2.67 1.86 1.57 2.92 9.44 8.86 11.62 7.88 6.88 5.44 4.18 2.61 1.82 1.52 3.34 9.11 8.98 11.52 7.87 6.86 5.44 4.2 2.63 1.83 1.52 9.57 9.04 45+66 Notes: LTP Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.633100 Lat, -117.904010 Lon Limit ❑ NIS ❑ 46+03 (test 63) Begin Irvine Avenue Southbound Lanel Notes: Rutting, Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 14.2567 GPS: 33.632681 Lat, -117.904430 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.67 14.6 11.24 9.9 7.78 5.83 3.41 2.05 1.62 26.72 13.24 8.64 14.17 10.93 9.65 7.61 5.75 3.37 2.07 1.63 7.55 12.81 8.57 14 10.83 9.56 7.57 5.69 3.36 2.06 1.63 11.59 12.56 46+44 Begin Irvine Avenue Southbound Lanel Notes: CL of Broadway Pvt Temp: 0° F http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 19 of 47 GPS: 33.632680 Lat, -117.904430 Lon Limit ❑ NIS ❑ 48+03 (test 64) Begin Irvine Avenue Southbound Lanel Notes: Alligator Cracks, Rutting Pvt Temp: 81.7° F Avg FWD1: 8.38 GPS: 33.632260 Lat, -117.904850 Lon Notes: Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 8.51 5.97 5.18 4.09 3.22 2.11 1.52 1.28 4.81 6.38 8.81 8.33 5.87 5.1 4.04 3.16 2.08 1.52 1.26 7.52 6.22 8.84 8.3 5.87 5.09 4.05 3.15 2.12 1.53 1.26 4.91 6.25 49+79 Notes: CL of Magnolia Street 50+06 Notes: Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.632260 Lat, -117.904850 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.632260 Lat, -117.904850 Lon Limit ❑ NIS ❑ 50+06 (test 65) Begin Irvine Avenue Southbound Lanel Notes: Pvt Temp: 81.7° F Avg FWD1: 12.8567 GPS: 33.631840 Lat, -117.905270 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 13.03 10.23 9.14 7.45 5.84 3.81 2.6 1.94 2.07 11.53 8.84 12.81 10.12 9.05 7.41 5.77 3.84 2.59 1.98 10.6 11.36 8.86 12.73 10.05 9.01 7.39 5.79 3.81 2.6 1.93 7.44 11.22 52+04 (test 66) Begin Irvine Avenue Southbound Lanel Notes: Pvt Temp: 81.7° F Avg FWD1: 8.68667 GPS: 33.631420 Lat, -117.905690 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 8.79 6.44 5.78 4.94 4.06 2.89 2.11 1.86 14.89 7.62 8.72 8.65 6.37 5.72 4.87 3.99 2.87 2.06 1.85 18.67 7.47 8.67 8.62 6.37 5.74 4.91 3.97 2.87 2.09 1.83 19.98 7.48 52+18 Notes: LTP 53+09 Notes: CL of E 18th Street http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.631420 Lat, -117.905691 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.631421 Lat, -117.905690 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports Page 20 of 47 54+06 (test 67) Begin Irvine Avenue Southbound Lanel Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 10.7267 GPS: 33.630991 Lat, -117.906111 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.91 10.92 8.16 7.12 5.59 4.27 2.57 1.68 1.55 14.78 9.74 8.89 10.7 8 7.01 5.55 4.24 2.56 1.72 1.47 4.5 9.51 8.79 10.56 7.9 6.93 5.5 4.19 2.56 1.74 1.57 3.21 9.31 56+06 (test 68) 2.86 1.77 1.55 11.19 9.43 Begin Irvine Avenue Southbound Lanel Notes: Pvt Temp: 81.7° F Avg FWD1: 14.0267 GPS: 33.630581 Lat, -117.906540 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 14.4 10.85 9.35 7.16 5.18 2.74 1.77 1.34 9.91 12.6 8.76 13.96 10.59 9.14 7.02 5.1 2.73 1.77 1.31 3 12.17 8.72 13.72 10.41 9.01 6.91 5.02 2.7 1.76 1.32 4.2 11.95 56+45 Notes: CL of Abbie Way Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.630580 Lat, -117.906540 Lon Limit ❑ NIS ❑ 58+02 (test 69) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.03 GPS: 33.630160 Lat, -117.906940 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.72 13.17 10.35 9.33 7.68 6.12 3.98 2.67 1.82 5.56 12.37 8.74 13 10.16 9.16 7.55 6.03 3.95 2.63 1.82 5.81 12.1 8.74 12.92 10.11 9.13 7.57 6.06 4 2.66 1.83 39.01 12.04 60+01 (test 70) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.2667 GPS: 33.629741 Lat, -117.907360 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 10.45 8.35 7.52 6.15 4.66 2.87 1.78 1.55 18.93 9.73 8.64 10.19 8.14 7.39 6.05 4.59 2.86 1.77 1.51 14.95 9.49 8.62 10.16 8.1 7.37 6.02 4.61 2.86 1.77 1.55 11.19 9.43 60+21 Notes: LTP 61+35 Notes: CL of Cabrillo Street http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.629740 Lat, -117.907360 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.629740 Lat, -117.907361 Lon 10/26/2017 LaBelle - Marvin: FWD Reports 61+73 Notes: Begin Patch 62+14 Notes: End Patch Page 21 of 47 Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.629740 Lat, -117.907361 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.629740 Lat, -117.907360 Lon Limit ❑ NIS ❑ 62+23 (test 71) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 14.85 GPS: 33.629270 Lat, -117.907820 Lon Notes: Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.81 15.11 12.26 11.11 9.09 7.07 4.29 2.75 1.99 11.93 13.7 8.74 14.8 12.03 10.9 8.94 6.92 4.24 2.76 1.95 6.1 13.45 8.79 14.64 11.9 10.77 8.85 6.89 4.24 2.76 1.95 8.43 13.28 62+47 Notes: Change in Pavement Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.629270 Lat, -117.907820 Lon Limit ❑ NIS ❑ 64+08 (test 72) Begin Irvine Avenue Southbound Lanel Notes: Pvt Temp: 81.7° F Avg FWD1: 9.90333 GPS: 33.628880 Lat, -117.908210 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.96 10.03 8.33 7.65 6.46 5.13 3.29 2.17 1.49 7.29 9.12 8.98 9.89 8.25 7.6 6.42 5.11 3.3 2.15 1.52 6.26 8.99 8.94 9.79 8.15 7.52 6.37 5.07 3.23 2.09 1.48 5.33 8.84 64+53 Notes: LTP 65+08 Notes: Change in Pavement http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.628880 Lat, -117.908211 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.628880 Lat, -117.908210 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel 10/26/2017 LaBelle - Marvin: FWD Reports 66+28 Notes: CL of E 17th Street Page 22 of 47 Pvt Temp: 0° F GPS: 33.628880 Lat, -117.908210 Lon Limit ❑ NIS ❑ 66+95 Notes: Change in Pavement Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.628880 Lat, -117.908210 Lon Limit ❑./ NIS ❑ 68+12 (test 73) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 2.40333 GPS: 33.628040 Lat, -117.909060 Lon Limit ❑ NIS ❑-/ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.16 2.44 2.04 2.03 1.96 1.85 1.65 1.49 1.51 15.82 2.15 8.98 2.4 2 1.97 1.9 1.81 1.6 1.43 1.5 2.17 2.09 8.96 2.37 2.01 2.01 1.94 1.82 1.63 1.46 1.47 1.86 2.12 68+59 Begin Irvine Avenue Southbound Lanel Notes: Median, Painted Pvt Temp: 0° F GPS: 33.628040 Lat, -117.909061 Lon Limit ❑ NIS ❑ 70+03 (test 74) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 15.3133 GPS: 33.627640 Lat, -117.909470 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 15.69 12.38 11.07 9 7.11 4.53 3.1 2.42 3.84 14.45 8.57 15.28 12.13 10.9 8.92 7.02 4.52 3.07 2.37 2.09 14.09 8.54 14.97 11.89 10.69 8.74 6.9 4.46 3.02 2.37 4.86 13.74 70+23 Begin Irvine Avenue Southbound Lanel Notes: Begin LWT Patch Pvt Temp: 0° F GPS: 33.627640 Lat, -117.909471 Lon Limit ❑ NIS ❑ 71+20 Begin Irvine Avenue Southbound Lanel Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.627640 Lat, -117.909470 Lon Limit ❑ NIS ❑ 72+05 (test 75) Begin Irvine Avenue Southbound Lanel Notes: Next to Patch Pvt Temp: 81.7° F Avg FWD1: 10.0733 GPS: 33.627220 Lat, -117.90989° Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 23 of 47 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 10.26 8.7 8.12 6.96 5.79 4.05 2.92 2.47 22.61 9.48 8.69 10.03 8.5 7.96 6.82 5.67 3.99 2.89 2.51 8.53 9.26 8.57 9.93 8.43 7.91 6.79 5.64 3.99 2.9 2.44 5.52 9.16 72+95 Notes: CL of Ogle Street Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.627220 Lat, -117.909891 Lon Limit ❑ NIS ❑ 74+07 (test 76) Begin Irvine Avenue Southbound Lanel Notes: Next to Patch, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 19.4067 GPS: 33.626800 Lat, -117.910320 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.37 19.88 14.74 12.81 10.05 8.03 5.12 3.55 2.63 10.61 17.65 8.2 19.24 14.34 12.52 9.81 7.93 5.05 3.48 2.54 9.36 17.12 8.3 19.1 14.26 12.44 9.76 7.92 5.02 3.49 2.52 14.09 16.94 75+57 Notes: End LWT Patch Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.626800 Lat, -117.910321 Lon Limit ❑ NIS ❑ 76+03 (test 77) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 14.4633 GPS: 33.626380 Lat, -117.910730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.54 14.72 11.73 10.55 8.6 6.75 4.29 3.04 2.75 3.83 13.49 8.54 14.41 11.53 10.39 8.48 6.72 4.26 2.98 2.73 14.84 13.21 8.5 14.26 11.45 10.32 8.45 6.66 4.23 2.98 2.65 22.33 13.06 77+40 Notes: CL of 16th Place Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.626380 Lat, -117.910730 Lon Limit ❑ NIS ❑ 78+22 (test 78) Begin Irvine Avenue Southbound Lanel Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.74333 GPS: 33.625920 Lat, -117.911180 Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 6.76 5.06 4.32 3.4 2.6 1.77 1.36 1.23 3.28 6.06 8.69 6.77 5.06 4.34 3.43 2.6 1.79 1.35 1.23 7.73 6 8.72 6.7 5.02 4.33 3.41 2.59 1.78 1.35 1.22 2.62 5.93 78+52 Begin Irvine Avenue Southbound Lanel Notes: LTP Pvt Temp: 0° F GPS: 33.625920 Lat, -117.911180 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports 78+84 Notes: Change in Pavement 79+59 Notes: CL of E 16th Street Begin Irvine Avenue Northbound Lane 2 Page 24 of 47 Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.625920 Lat, -117.91118° Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lanel Pvt Temp: 0° F GPS: 33.625920 Lat, -117.911180 Lon Limit ❑ NIS ❑ 00+00 Begin Irvine Avenue Northbound Lane 2 Notes: Begin Irvine Avenue Northbound Lane 2; CL of E 16th Street Pvt Temp: 00 F GPS: 33.625920 Lat, -117.91118° Lon Limit ❑ NIS ❑ 00+44 Begin Irvine Avenue Northbound Lane 2 Notes: Curb and Gutter Pvt Temp: 0° F GPS: 33.625920 Lat, -117.911180 Lon Limit ❑ NIS ❑ 00+68 Begin Irvine Avenue Northbound Lane 2 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.625920 Lat, -117.911180 Lon Limit ❑ NIS ❑ 02+00 (test 79) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.39 GPS: 33.626041 Lat, -117.910961 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDB FWD9 FWD10 8.91 6.51 4.34 3.79 3.04 2.43 1.85 1.57 1.43 5.81 5.27 8.74 6.33 4.25 3.69 2.95 2.39 1.81 1.56 1.58 4.07 5.09 8.84 6.33 4.23 3.72 2.97 2.35 1.81 1.55 1.51 8.38 5.1 02+13 Begin Irvine Avenue Northbound Lane 2 Notes: CL of 16th Place Pvt Temp: 0° F GPS: 33.626040 Lat, -117.910960 Lon Limit ❑ NIS ❑ 04+05 (test 80) Begin Irvine Avenue Northbound Lane 2 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 25 of 47 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.26 GPS: 33.626471 Lat, -117.910511 Lon Lat, -117.909180 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 6.36 4.92 4.54 3.86 3.15 2.34 1.77 1.67 8.38 5.58 8.89 6.28 4.88 4.46 3.79 3.11 2.31 1.75 1.57 3.66 5.51 8.69 6.14 4.81 4.39 3.75 3.11 2.25 1.72 1.59 8.45 5.38 06+01 (test 81) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.26 GPS: 33.626880 Lat, -117.910100 Lon Lat, -117.909180 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 6.34 4.83 4.36 3.69 2.98 2.02 1.47 1.21 7.5 5.57 8.72 6.21 4.71 4.27 3.63 2.92 2 1.42 1.15 3.37 5.4 8.74 6.23 4.69 4.23 3.62 2.92 1.98 1.45 1.17 11.29 5.41 06+55 Begin Irvine Avenue Northbound Lane 2 Notes: CL of Ogle Street Pvt Temp: 0° F GPS: 33.626880 Lat, -117.910100 Lon Limit ❑ NIS ❑ 08+05 (test 82) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.24333 GPS: 33.627310 Lat, -117.909680 Lon Lat, -117.909180 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.54 7.25 5.49 4.93 4.18 3.41 2.48 1.88 1.66 15.34 6.13 8.67 7.27 5.52 4.96 4.18 3.41 2.49 1.86 1.64 19.22 6.16 8.64 7.21 5.47 4.94 4.17 3.4 2.49 1.87 1.61 5.88 6.09 09+38 Begin Irvine Avenue Northbound Lane 2 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.627310 Lat, -117.909680 Lon Limit ❑ NIS ❑ 09+58 Begin Irvine Avenue Northbound Lane 2 Notes: CL of Sherington Place Pvt Temp: 0° F GPS: 33.627310 Lat, -117.909680 Lon Limit ❑ NIS ❑ 10+29 (test 83) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.03 GPS: 33.627760 Lat, -117.909180 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 3.03 2.54 2.51 2.34 2.1 1.87 1.6 1.52 32.76 2.76 8.81 3.02 2.53 2.51 2.33 2.15 1.85 1.59 1.5 10.36 2.76 8.86 3.04 2.55 2.51 2.32 2.13 1.84 1.6 1.52 2.71 2.76 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 26 of 47 10+38 Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.627760 Lat, -117.909180 Lon Limit ❑ NIS ❑ 12+01 (test 84) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.22 FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 GPS: 33.628111 Lat, -117.908801 Lon 14.21 10.53 9.12 7.07 5.37 3.07 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.89 3.25 2.52 2.5 2.36 2.17 1.91 1.66 1.41 17.17 2.72 8.89 3.19 2.54 2.48 2.35 2.22 1.87 1.64 1.44 2.67 2.68 8.91 3.22 2.53 2.49 2.32 2.2 1.87 1.67 1.5 15.97 2.71 13+22 Begin Irvine Avenue Northbound Lane 2 Notes: CL of Westcliff Drive Pvt Temp: 0° F GPS: 33.628110 Lat, -117.908800 Lon Limit ❑ NIS ❑ 14+03 (test 85) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.07333 FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 GPS: 33.628530 Lat, -117.908370 Lon 8.59 14.21 10.53 9.12 7.07 5.37 3.07 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 9.24 7.71 7.11 6 4.82 3.26 2.24 1.75 8.85 8.39 9.03 9.08 7.58 6.98 5.94 4.79 3.2 2.18 1.63 5.83 8.23 8.91 8.9 7.46 6.89 5.81 4.69 3.16 2.13 1.64 7.42 8.09 16+06 (test 86) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.67667 FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 GPS: 33.628950 Lat, -117.907940 Lon 8.59 14.21 10.53 9.12 7.07 5.37 3.07 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 8.82 7.08 6.39 5.32 4.35 2.97 2.12 1.71 2.07 7.83 8.89 8.66 6.96 6.29 5.23 4.3 2.95 2.08 1.68 4.39 7.65 8.84 8.55 6.9 6.23 5.2 4.29 2.95 2.1 1.71 2.91 7.59 18+01 (test 87) Notes: Alligator Cracks, Longitudinal Cracks Avg FWD1: 13.97 Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 8.59 14.21 10.53 9.12 7.07 5.37 3.07 2.13 8.59 13.85 10.28 8.93 6.96 5.28 3.03 2.11 8.59 13.85 10.28 8.95 7.01 5.34 3.03 2.15 18+15 Notes: CL of Cabrillo Street Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 81.7° F GPS: 33.629361 Lat, -117.907531 Lon Limit ❑ NIS ❑d FWDS FWD9 FWD10 2.02 6.2 12.16 1.94 7.16 11.86 1.91 6.57 11.84 Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.629360 Lat, -117.907530 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 27 of 47 20+04 (test 88) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.95667 GPS: 33.629790 Lat, -117.907110 Lon Lat, -117.906700 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 8.11 6.13 5.35 4.11 3.06 1.87 1.29 1.22 9.13 6.97 8.89 7.93 6.06 5.27 4.1 3.07 1.88 1.32 1.13 3.89 6.85 8.89 7.83 5.99 5.23 4.05 3.07 1.87 1.31 1.18 2.64 6.73 22+01 (test 89) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.86333 GPS: 33.630210 Lat, -117.906700 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 9.02 6.71 5.8 4.51 3.34 1.97 1.3 1.03 6.93 8.15 8.64 8.83 6.57 5.69 4.47 3.25 1.94 1.25 0.95 5.56 7.94 8.72 8.74 6.51 5.66 4.39 3.28 1.91 1.29 1 4.8 7.89 22+08 Begin Irvine Avenue Northbound Lane 2 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.630210 Lat, -117.906700 Lon Limit ❑ NIS ❑ 22+61 Begin Irvine Avenue Northbound Lane 2 Notes: End Patch Pvt Temp: 0° F GPS: 33.630210 Lat, -117.906701 Lon Limit ❑ NIS ❑ 23+06 Begin Irvine Avenue Northbound Lane 2 Notes: CL of Abbie Way Pvt Temp: 0° F GPS: 33.630210 Lat, -117.906700 Lon Limit ❑ NIS ❑ 23+20 Begin Irvine Avenue Northbound Lane 2 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.630210 Lat, -117.906700 Lon Limit ❑ NIS ❑ 23+91 Begin Irvine Avenue Northbound Lane 2 Notes: End Patch Pvt Temp: 0° F GPS: 33.630210 Lat, -117.906700 Lon Limit ❑ NIS ❑ 24+08 (test 90) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.8 GPS: 33.630640 Lat, -117.906261 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 28 of 47 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.67 11.01 8.62 7.69 6.29 4.86 2.97 1.52 1.39 4.96 10.47 8.5 10.74 8.43 7.53 6.15 4.82 2.96 1.6 1.33 8.97 10.24 8.57 10.65 8.38 7.46 6.13 4.81 2.97 1.6 1.4 7.13 10.15 26+00 (test 91) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 9.77333 GPS: 33.631051 Lat, -117.905861 Lon Notes: On Patch Pvt Temp: 81.7° F Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.64 9.94 7.84 6.86 5.41 4.05 2.25 1.33 1.17 7.97 9.06 8.54 9.7 7.67 6.71 5.34 3.99 2.24 1.32 1.17 3.48 8.84 8.67 9.68 7.63 6.7 5.34 4.01 2.25 1.33 1.15 10.76 8.76 26+07 Begin Irvine Avenue Northbound Lane 2 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.631050 Lat, -117.905861 Lon Limit ❑ NIS ❑ 26+45 Begin Irvine Avenue Northbound Lane 2 Notes: CL of Mariners Drive Pvt Temp: 0° F GPS: 33.631050 Lat, -117.905860 Lon Limit ❑ NIS ❑ 28+24 (test 92) Begin Irvine Avenue Northbound Lane 2 Notes: On Patch Pvt Temp: 81.7° F Avg FWD1: 14.5033 GPS: 33.631510 Lat, -117.905400 Lon Limit ❑ NIS ❑./ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.64 14.72 11.04 9.24 6.85 4.93 2.57 1.77 1.36 49.46 13.37 8.62 14.45 10.83 9.13 6.8 4.88 2.55 1.76 1.33 5.39 13.07 8.57 14.34 10.8 9.14 6.79 4.9 2.53 1.77 1.39 10.51 12.88 28+96 Begin Irvine Avenue Northbound Lane 2 Notes: End Patch Pvt Temp: 0° F GPS: 33.631511 Lat, -117.905400 Lon Limit ❑ NIS ❑ 29+80 Begin Irvine Avenue Northbound Lane 2 Notes: CL of Magnolia Street Pvt Temp: 0° F GPS: 33.631510 Lat, -117.905400 Lon Limit ❑ NIS ❑ 30+11 (test 93) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.82333 GPS: 33.631910 Lat, -117.905010 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 29 of 47 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.69 7.91 6.58 6.02 5.11 4.08 2.58 1.82 1.46 32.08 7.25 8.62 7.77 6.45 5.93 5.03 4.07 2.56 1.83 1.51 12.26 7.1 8.64 7.79 6.48 5.95 5.06 4.05 2.57 1.86 1.51 4.25 7.1 32+06 (test 94) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.14 GPS: 33.632321 Lat, -117.904591 Lon Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.91 8.29 6.52 5.77 4.67 3.55 2.1 1.39 1 5.98 7.26 8.79 8.11 6.39 5.69 4.56 3.45 2.1 1.39 1 6.19 7.1 8.81 8.02 6.35 5.63 4.54 3.46 2.09 1.4 1.02 4.6 7.04 32+88 Notes: Begin Patch 33+07 Notes: CL of Broadway 33+67 Notes: End Patch Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632320 Lat, -117.904590 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632320 Lat, -117.904590 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632320 Lat, -117.904590 Lon Limit ❑ NIS ❑ 34+01 (test 95) Begin Irvine Avenue Northbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.36667 GPS: 33.632730 Lat, -117.904190 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.91 9.49 7.3 6.44 5.08 3.84 2.28 1.51 1.31 10.88 8.37 8.74 9.34 7.16 6.33 5.02 3.81 2.26 1.49 1.23 3.54 8.19 8.91 9.27 7.1 6.29 5 3.76 2.22 1.5 1.31 3.98 8.11 34+06 Notes: Begin Patch 34+69 Notes: End Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632730 Lat, -117.904191 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632730 Lat, -117.904190 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports 34+86 Notes: Begin Patch 35+40 Notes: End Patch Page 30 of 47 Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632730 Lat, -117.904190 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632730 Lat, -117.904190 Lon Limit ❑ NIS ❑ 36+06 (test 96) Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 9.76333 GPS: 33.633160 Lat, -117.903760 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 9.97 7.07 5.92 4.33 3.06 1.67 1.17 0.91 5.44 8.93 8.72 9.73 6.94 5.83 4.3 3.06 1.71 1.2 0.95 13.39 8.68 8.74 9.59 6.87 5.79 4.27 3.02 1.69 1.2 0.94 6.08 8.52 36+41 Notes: CL of Flower Street 36+47 Notes: Begin Patch 37+62 Notes: End Patch 37+80 Notes: Lateral Trench 38+05 (test 97) Notes: Lateral Cracks, Longitudinal Cracks Avg FWD1: 8.49333 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 8.89 8.66 6.96 6.18 4.88 3.66 1.98 1.19 Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633160 Lat, -117.903761 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633160 Lat, -117.903760 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633160 Lat, -117.903760 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633160 Lat, -117.903760 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 81.7° F GPS: 33.633580 Lat, -117.903340 Lon Limit ❑ NIS ❑ FWDS FWD9 FWD10 0.82 5.92 7.53 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports 8.89 8.45 6.81 8.86 8.37 6.78 38+15 Notes: Lateral Trench 39+39 Notes: CL of Dover Drive 6.07 6.06 Page 31 of 47 4.81 3.64 1.98 1.16 0.79 13.39 7.33 4.8 3.63 1.97 1.2 0.81 7.27 7.22 Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633580 Lat, -117.903341 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633580 Lat, -117.903340 Lon Limit ❑ NIS ❑ 41+00 (test 98) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.33 GPS: 33.634210 Lat, -117.902730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.72 9.55 7.09 6.21 4.92 3.63 2.07 1.24 1.98 5.37 8.72 8.54 9.28 6.93 6.11 4.85 3.58 2.1 1.29 1.57 9.08 8.51 8.59 9.16 6.86 6.02 4.81 3.57 2.06 1.27 1.1 5.73 8.36 42+03 Begin Irvine Avenue Northbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.634210 Lat, -117.902730 Lon Limit ❑ NIS ❑ 42+19 (test 99) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.37 GPS: 33.634450 Lat, -117.902490 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 9.51 8.05 7.36 6.18 4.96 3.17 2.1 1.81 11.17 8.36 8.69 9.32 7.89 7.22 6.09 4.87 3.15 2.07 1.74 8.96 8.2 8.72 9.28 7.87 7.21 6.08 4.87 3.17 2.08 1.85 8.65 8.14 44+01 (test 100) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 13.1933 GPS: 33.634840 Lat, -117.902110 Lon Limit ❑ NIS ❑d Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.67 13.37 10.81 9.74 8.04 6.17 3.68 2.29 1.73 17.95 12.18 8.64 13.18 10.68 9.65 7.94 6.12 3.66 2.29 1.66 12.62 11.99 8.59 13.03 10.6 9.59 7.9 6.11 3.65 2.28 1.78 18.05 11.85 46+01 (test 101) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.07 GPS: 33.635260 Lat, -117.901690 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 32 of 47 8.72 9.16 7.69 7.24 6.43 5.47 3.95 2.9 2.17 4.61 8.38 8.64 9.05 7.57 7.11 6.32 5.38 3.92 2.86 2.09 9.73 8.27 8.64 9 7.57 7.08 6.32 5.36 3.9 2.86 2.09 8.66 8.19 46+37 Notes: CL of Linda Lane Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.635260 Lat, -117.901690 Lon Limit ❑./ NIS ❑ 48+04 (test 102) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 13.7067 GPS: 33.635690 Lat, -117.901270 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.69 14.03 11.25 10.05 8.17 6.37 3.97 2.69 2.48 4.35 12.62 8.59 13.66 10.98 9.82 8.01 6.25 3.88 2.68 2.35 5.66 12.27 8.54 13.43 10.86 9.74 7.98 6.27 3.91 2.69 2.42 9.47 12.08 50+02 (test 103) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.45 GPS: 33.636110 Lat, -117.900850 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.69 11.66 9.48 8.5 7.03 5.56 3.52 2.27 2.01 12.55 10.43 8.62 11.38 9.26 8.33 6.92 5.47 3.5 2.28 1.9 11.12 10.14 8.52 11.31 9.24 8.33 6.94 5.47 3.52 2.31 1.99 11.94 10.04 52+01 (test 104) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.93333 GPS: 33.636520 Lat, -117.900440 Lon Limit ❑ NIs ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.81 9.08 7.41 6.82 5.82 4.8 3.29 2.24 1.75 5.13 8.12 8.79 8.89 7.28 6.68 5.76 4.71 3.23 2.2 1.7 7.26 7.95 8.79 8.83 7.25 6.64 5.71 4.73 3.23 2.23 1.7 3.8 7.88 53+00 Notes: CL of Highland Drive Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.636520 Lat, -117.900440 Lon Limit ❑ NIS ❑ 54+06 (test 105) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 12.1967 GPS: 33.636960 Lat, -117.900010 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.52 12.49 9.58 8.43 6.76 5.15 3.12 1.95 1.51 10.5 11.49 8.42 12.12 9.31 8.23 6.62 5.07 3.09 1.93 1.48 16.73 11.14 8.5 11.98 9.25 8.19 6.6 5.09 3.06 1.94 1.48 5.43 10.98 56+02 (test 106) Begin Irvine Avenue Northbound Lane 2 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 33 of 47 Notes: Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.0533 Pvt Temp: 81.7° F Avg FWD1: 16.2433 GPS: 33.638630 Lat, -117.898340 Lon GPS: 33.637371 Lat, -117.899601 Lon GPS: 33.637810 Lat, -117.899150 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 11.12 9.08 8.2 6.71 5.17 3.18 2.01 1.38 6.39 10.15 8.69 11.1 9.12 8.2 6.73 5.21 3.22 2.05 1.4 9.9 10.06 8.64 10.94 8.96 8.1 6.67 5.17 3.18 2.03 1.4 52.92 9.89 57+26 Notes: CL of Baycrest Road Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.637371 Lat, -117.899600 Lon Limit ❑./ NIS ❑ 58+11 (test 107) Begin Irvine Avenue Northbound Lane 2 Notes: Avg FWD1: 11.59 Pvt Temp: 81.7° F Avg FWD1: 16.2433 GPS: 33.638630 Lat, -117.898340 Lon GPS: 33.637810 Lat, -117.899150 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.57 16.47 12.42 10.83 8.52 6.41 3.69 2.4 1.76 7.31 14.45 8.52 16.18 12.23 10.69 8.41 6.33 3.68 2.42 1.75 6.39 14.19 8.67 16.08 12.19 10.66 8.41 6.31 3.69 2.43 1.77 10.26 14.09 60+02 (test 108) Begin Irvine Avenue Northbound Lane 2 Notes: Avg FWD1: 11.59 Pvt Temp: 81.7° F Avg FWD1: 18.44 GPS: 33.638630 Lat, -117.898340 Lon GPS: 33.638210 Lat, -117.898760 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.45 18.8 13.5 11.49 8.61 5.78 3.21 2.04 1.7 8.5 17.23 8.28 18.35 13.26 11.33 8.48 5.76 3.15 2.07 1.67 8.88 16.84 8.37 18.17 13.16 11.22 8.45 5.76 3.22 2.05 1.72 6.75 16.62 62+03 (test 109) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.59 GPS: 33.638630 Lat, -117.898340 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.69 11.8 8.2 6.8 4.88 3.22 1.63 1.18 1.02 18.8 10.39 8.67 11.6 8.12 6.72 4.86 3.25 1.64 1.18 1.04 21.3 10.19 8.62 11.37 8.01 6.65 4.81 3.19 1.6 1.12 0.94 3.68 9.94 64+03 (test 110) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 12.1167 GPS: 33.639050 Lat, -117.897921 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.57 12.28 9.03 7.73 5.96 4.26 2.46 1.76 1.41 9.08 11.04 8.45 12.05 8.93 7.68 5.91 4.24 2.46 1.74 1.4 3.69 10.84 8.57 12.02 8.92 7.7 5.92 4.24 2.44 1.71 1.39 3.24 10.76 66+07 (test 111) Notes: Avg FWD1: 6.88333 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 81.7° F GPS: 33.639490 Lat, -117.897490 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports Page 34 of 47 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 6.92 5.75 5.24 4.41 3.56 2.34 1.59 1.15 7.04 6.34 8.76 6.87 5.68 5.2 4.39 3.57 2.31 1.58 1.16 3.59 6.24 8.84 6.86 5.71 5.2 4.39 3.49 2.33 1.59 1.18 3.88 6.21 66+22 Notes: CL of Holiday Road Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.639490 Lat, -117.897490 Lon Limit ❑ NIS ❑ 68+03 (test 112) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.38 Pvt Temp: 81.7° F Avg FWD1: 10.24 GPS: 33.641210 Lat, -117.895900 Lon GPS: 33.639920 Lat, -117.897130 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.69 10.38 8.69 8.01 6.91 5.7 4.02 2.89 2 8.54 9.39 8.64 10.18 8.55 7.86 6.77 5.56 3.95 2.83 1.96 4.99 9.15 8.74 10.16 8.53 7.88 6.81 5.65 4.04 2.88 1.96 3.43 9.15 69+60 Notes: CL of Francisco Drive Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.639920 Lat, -117.897130 Lon Limit ❑d NIS ❑ 70+02 (test 113) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.38 Pvt Temp: 81.7° F Avg FWD1: 15.7367 GPS: 33.641210 Lat, -117.895900 Lon GPS: 33.640350 Lat, -117.896721 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 16.05 11.68 10.04 7.82 5.77 3.36 2.14 1.72 15.53 13.98 8.54 15.58 11.46 9.88 7.71 5.68 3.31 2.12 1.64 7.52 13.56 8.64 15.58 11.51 9.9 7.73 5.74 3.31 2.14 1.55 13.08 13.55 72+04 (test 114) 2.36 1.8 16.32 13 8.45 14.24 Begin Irvine Avenue Northbound Lane 2 Notes: 7.89 6.06 3.67 2.33 1.75 Pvt Temp: 81.7° F Avg FWD1: 12.0567 GPS: 33.640790 Lat, -117.896321 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 12.22 9.71 8.69 7.07 5.48 3.31 2.15 1.5 18.65 10.53 9.06 12.03 9.6 8.57 7.03 5.47 3.36 2.13 1.48 7.7 10.31 8.98 11.92 9.54 8.54 7.01 5.44 3.3 2.12 1.48 1.17 10.24 74+05 (test 115) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.38 GPS: 33.641210 Lat, -117.895900 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 14.55 11.29 9.9 7.95 6.1 3.71 2.39 1.79 13.83 13.19 8.47 14.35 11.16 9.83 7.88 6.07 3.68 2.36 1.8 16.32 13 8.45 14.24 11.11 9.78 7.89 6.06 3.67 2.33 1.75 13.62 12.87 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports 74+58 Notes: CL of Windward Lane Page 35 of 47 Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.641211 Lat, -117.895900 Lon Limit ❑ NIS ❑ 76+04 (test 116) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.8533 Pvt Temp: 81.7° F Avg FWD1: 13.0333 GPS: 33.642030 Lat, -117.895050 Lon GPS: 33.641620 Lat, -117.895470 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.69 13.18 10.35 9.1 7.4 5.71 3.71 2.5 2.08 3.71 11.72 8.69 13.01 10.24 9.01 7.32 5.65 3.67 2.49 2.12 10.93 11.55 8.67 12.91 10.18 9.01 7.33 5.64 3.7 2.51 2.09 7.18 11.48 78+02 (test 117) Begin Irvine Avenue Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.8533 GPS: 33.642030 Lat, -117.895050 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.4 15.04 12.92 11.97 10.31 8.64 6.14 4.38 3.22 7.33 14.33 8.28 14.75 12.62 11.72 10.13 8.49 6.06 4.33 3.2 11.14 13.95 8.42 14.77 12.56 11.65 10.1 8.45 6.04 4.31 3.18 5.4 13.85 79+55 Notes: CL of Santiago Drive Begin Irvine Avenue Southbound Lane 2 Begin Irvine Avenue Northbound Lane 2 Pvt Temp: 0° F GPS: 33.642030 Lat, -117.895050 Lon Limit ❑ NIS ❑ 00+00 Begin Irvine Avenue Southbound Lane 2 Notes: Begin Irvine Avenue Southbound Lane 2; CL of Santiago Drive Pvt Temp: 0° F GPS: 33.642031 Lat, -117.895050 Lon Limit ❑ NIS ❑ 00+37 Notes: Curb and Gutter 00+51 Notes: Change in Pavement 01+01 (test 118) Notes: Lateral Cracks, Longitudinal Cracks http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.642030 Lat, -117.895050 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.642030 Lat, -117.895050 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 81.7° F 10/26/2017 LaBelle - Marvin: FWD Reports Page 36 of 47 Avg FWD1: 8.94333 GPS: 33.642200 Lat, -117.895080 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.79 9.02 7.69 7.27 6.45 5.5 4.16 3.09 2.42 14.42 8.22 8.81 8.92 7.6 7.21 6.38 5.49 4.1 3.04 2.47 10.31 8.13 8.74 8.89 7.57 7.19 6.37 5.44 4.11 3.07 2.43 8.1 8.02 02+70 2.88 2.25 1.84 15.39 5.14 Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.642200 Lat, -117.895080 Lon Limit ❑ NIS ❑ 03+02 (test 119) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.81333 GPS: 33.641770 Lat, -117.895500 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.74 5.88 4.83 4.55 4.07 3.55 2.83 2.25 2.06 8.74 5.41 8.62 5.79 4.73 4.47 4 3.49 2.76 2.2 2.04 15.93 5.3 8.62 5.77 4.7 4.47 4.01 3.5 2.77 2.21 2.01 8.58 5.27 04+97 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Windward Lane Pvt Temp: 0° F GPS: 33.641770 Lat, -117.895500 Lon Limit ❑ NIS ❑ 05+02 Begin Irvine Avenue Southbound Lane 2 Notes: Pvt Temp: 0° F GPS: 33.641770 Lat, -117.895500 Lon Limit ❑ NIS ❑ 05+02 (test 120) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.55667 GPS: 33.641350 Lat, -117.895910 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.76 5.56 4.82 4.65 4.23 3.69 2.9 2.2 1.79 15.25 5.13 8.76 5.55 4.82 4.62 4.2 3.68 2.88 2.24 1.76 31.96 5.08 8.79 5.56 4.83 4.59 4.22 3.69 2.88 2.25 1.84 15.39 5.14 06+75 Begin Irvine Avenue Southbound Lane 2 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.641350 Lat, -117.895910 Lon Limit ❑ NIS ❑ 07+06 (test 121) Notes: Lateral Cracks, Longitudinal Cracks, Next to Patch Avg FWD1: 8.76333 Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 81.7° F GPS: 33.640910 Lat, -117.896320 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 37 of 47 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 8.64 8.88 7.39 6.74 5.68 4.55 3.11 2.1 1.43 13.27 8.11 8.59 8.74 7.24 6.62 5.6 4.52 3.05 2.07 1.45 7.77 7.93 8.57 8.67 7.22 6.63 5.6 4.52 3.1 2.07 1.43 23.76 7.91 07+30 Notes: End Patch 07+58 Notes: Begin Patch 09+03 Notes: Lateral Cracks, Longitudinal Cracks, Next to Patch Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.640910 Lat, -117.896321 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.640910 Lat, -117.896320 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.640910 Lat, -117.896321 Lon Limit ❑ NIS ❑ 09+03 (test 122) Begin Irvine Avenue Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 13.4767 GPS: 33.640500 Lat, -117.896740 Lon Limit ❑ NIS Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.62 13.68 10.64 9.43 7.46 5.54 3.17 1.96 1.42 6.22 11.94 8.59 13.49 10.49 9.32 7.4 5.53 3.17 1.99 1.43 7.05 11.72 8.52 13.26 10.36 9.22 7.32 5.48 3.16 1.95 1.43 9.21 11.56 09+46 Notes: End Patch 10+02 Notes: CL of Fancisco Drive 10+39 Notes: Begin Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.640500 Lat, -117.896740 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.640500 Lat, -117.896740 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.640500 Lat, -117.896740 Lon Limit ❑ NIS ❑ 10/26/2017 LaBelle - Marvin: FWD Reports Page 38 of 47 11+16 Begin Irvine Avenue Southbound Lane 2 Notes: End Patch Pvt Temp: 0° F GPS: 33.640500 Lat, -117.896740 Lon Limit ❑ NIS ❑ 11+26 (test 123) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.69333 GPS: 33.638801 Lat, -117.898391 Lon GPS: 33.640030 Lat, -117.897200 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 9.87 7.54 6.69 5.41 4.28 2.78 1.9 1.41 5.39 8.71 8.81 9.65 7.42 6.59 5.36 4.24 2.79 1.92 1.42 8.07 8.49 8.74 9.56 7.35 6.55 5.31 4.2 2.76 1.9 1.4 18.95 8.4 13+02 (test 124) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.04 GPS: 33.638801 Lat, -117.898391 Lon GPS: 33.639650 Lat, -117.897560 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.76 7.15 5.69 5.15 4.34 3.48 2.36 1.64 1.6 8.53 6.33 8.62 7.02 5.57 5.04 4.26 3.49 2.32 1.61 0.86 8.52 6.2 8.64 6.95 5.52 5.01 4.25 3.42 2.37 1.64 0.85 9.99 6.11 13+29 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Holiday Road Pvt Temp: 0° F GPS: 33.639650 Lat, -117.897560 Lon Limit ❑ NIS ❑ 15+05 (test 125) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.39333 GPS: 33.638801 Lat, -117.898391 Lon GPS: 33.639220 Lat, -117.897980 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.57 7.47 5.78 5.24 4.38 3.49 2.31 1.6 1.17 19.64 6.97 8.59 7.41 5.77 5.22 4.36 3.48 2.33 1.62 1.22 23.4 6.84 8.52 7.3 5.66 5.16 4.31 3.43 2.28 1.57 1.12 16.68 6.75 17+04 (test 126) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.17667 GPS: 33.638801 Lat, -117.898391 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.67 7.28 5.81 5.19 4.32 3.38 2.2 1.48 1.13 12.09 6.7 8.62 7.13 5.71 5.09 4.26 3.34 2.16 1.48 2.44 28.76 6.5 8.69 7.12 5.69 5.07 4.28 3.35 2.17 1.48 1.2 2.33 6.5 19+12 (test 127) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.13667 GPS: 33.638361 Lat, -117.898830 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 8.29 6.55 5.91 4.96 3.9 2.59 1.72 1.36 38.38 7.38 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 39 of 47 8.76 8.07 6.44 5.81 4.86 3.87 2.56 1.73 1.37 2.06 7.22 8.74 8.05 6.38 5.79 4.85 3.84 2.55 1.72 1.37 17.17 7.12 21+03 (test 128) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.15667 GPS: 33.637960 Lat, -117.899231 Lon Lat, -117.900061 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 7.22 6.2 5.8 5.1 4.3 3.16 2.3 1.75 4 6.57 8.84 7.13 6.14 5.76 5.03 4.25 3.11 2.26 1.81 4.02 6.51 8.84 7.12 6.11 5.75 5.04 4.28 3.16 2.29 1.77 11.14 6.49 22+30 Notes: CL of Baycrest Road Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.637960 Lat, -117.899230 Lon Limit ❑d NIS ❑ 23+06 (test 129) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.27 GPS: 33.637541 Lat, -117.899660 Lon Lat, -117.900061 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 10.51 7.87 6.81 5.26 3.85 2.17 1.36 1.21 4.55 9.12 8.57 10.18 7.68 6.62 5.15 3.8 2.13 1.36 1.96 36.05 8.84 8.67 10.12 7.65 6.64 5.17 3.79 2.15 1.36 1.25 9.36 8.8 25+00 (test 130) Begin Irvine Avenue Southbound Lane 2 Notes: Rutting, Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 11.4267 GPS: 33.637131 Lat, -117.900061 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 11.66 9.62 8.58 6.83 4.48 2.74 1.81 1.32 4.29 10.14 8.84 11.4 9.44 8.44 6.8 4.47 2.72 1.82 1.33 13.7 9.94 8.79 11.22 9.35 8.41 6.79 4.48 2.72 1.83 1.33 14.75 9.78 26+57 Notes: CL of E 20th Street Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.637130 Lat, -117.900060 Lon Limit ❑ NIS ❑ 27+52 (test 131) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.1233 GPS: 33.636600 Lat, -117.900591 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 11.31 8.57 7.49 6.14 4.78 3.09 1.95 1.25 17.82 9.97 8.74 11.08 8.43 7.41 6.08 4.75 3.04 1.91 1.22 27.03 9.77 8.72 10.98 8.37 7.37 6.05 4.73 3.05 1.91 1.24 3.46 9.66 29+12 (test 132) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 40 of 47 Avg FWD1: 13.0967 GPS: 33.636260 Lat, -117.900930 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 13.37 10.12 8.65 6.68 4.89 2.72 1.78 1.37 13.82 11.44 8.84 13.01 9.93 8.5 6.6 4.84 2.74 1.75 1.4 9.66 11.21 8.79 12.91 9.86 8.44 6.57 4.8 2.72 1.75 1.36 4.16 11.09 29+82 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Esther Street Pvt Temp: 0° F GPS: 33.636261 Lat, -117.900931 Lon Limit ❑ NIS ❑ 30+59 Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.636260 Lat, -117.900930 Lon Limit ❑ NIS ❑ 31+04 (test 133) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.4867 GPS: 33.635860 Lat, -117.901330 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.5 12.65 9.3 7.98 6.22 4.56 2.69 1.71 1.37 15.93 11.86 8.57 12.46 9.24 7.94 6.21 4.57 2.71 1.72 1.44 12.99 11.64 8.47 12.35 9.17 7.9 6.18 4.53 2.7 1.72 1.37 10.04 11.53 33+04 (test 134) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.3667 GPS: 33.635430 Lat, -117.901750 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 11.56 8.56 7.58 6.24 4.94 3.11 2.03 1.48 13.02 10.91 8.62 11.31 8.44 7.49 6.19 4.88 3.1 2.01 1.51 4.54 10.71 8.76 11.23 8.36 7.45 6.18 4.91 3.1 2.03 1.48 3.32 10.54 33+14 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Walnet Place Pvt Temp: 0° F GPS: 33.635430 Lat, -117.901751 Lon Limit 9 NIS ❑ 35+05 (test 135) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.57667 GPS: 33.635010 Lat, -117.902160 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 9.74 7.8 6.86 5.54 4.25 2.61 1.68 1.38 5.88 8.74 8.62 9.53 7.67 6.75 5.46 4.18 2.58 1.67 1.41 4.36 8.45 8.64 9.46 7.62 6.71 5.45 4.22 2.56 1.67 1.36 4.62 8.42 36+52 Begin Irvine Avenue Southbound Lane 2 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Notes: CL of Costa Mesa Street Page 41 of 47 Pvt Temp: 0° F GPS: 33.635011 Lat, -117.902161 Lon Limit ❑ NIS ❑ 37+05 (test 136) Begin Irvine Avenue Southbound Lane 2 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 7.03 Limit ❑ NIS ❑ Force FWDi FWD2 GPS: 33.634590 Lat, -117.902590 Lon FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 7.13 5.98 5.39 4.49 3.58 2.23 1.58 1.13 7.1 6.15 8.76 6.94 5.84 5.27 4.4 3.55 2.18 1.53 1.15 20.86 6.03 9.01 7.02 5.94 5.33 4.45 3.57 2.24 1.59 1.14 1.98 6.08 39+05 (test 137) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.63 GPS: 33.634171 Lat, -117.903011 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 8.72 7.38 6.73 5.78 4.74 3.18 2.12 1.39 13.26 7.93 8.67 8.57 7.25 6.65 5.67 4.64 3.13 2.08 1.36 5.89 7.75 8.81 8.6 7.3 6.68 5.69 4.66 3.16 2.11 1.38 5.71 7.75 39+92 Begin Irvine Avenue Southbound Lane 2 Notes: CL of E 19th Street Pvt Temp: 0° F GPS: 33.634170 Lat, -117.903010 Lon Limit ❑ NIS ❑ 40+50 Begin Irvine Avenue Southbound Lane 2 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.634170 Lat, -117.903011 Lon Limit ❑ NIS ❑ 41+01 (test 138) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.70667 GPS: 33.633750 Lat, -117.903421 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.08 4.75 3.99 3.83 3.53 3.06 2.51 2.02 1.63 13.48 4.26 9.03 4.7 3.94 3.79 3.47 3.06 2.5 1.98 1.62 11.19 4.21 8.96 4.67 3.95 3.76 3.46 3.04 2.49 1.99 1.61 10.56 4.16 41+35 Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.633750 Lat, -117.903420 Lon Limit ❑ NIS ❑ 41+72 Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.633750 Lat, -117.903420 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 42 of 47 Limit ❑ NIS ❑ 42+89 Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.633750 Lat, -117.903421 Lon Limit ❑ NIS ❑ 43+03 (test 139) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.36667 GPS: 33.632910 Lat, -117.904251 Lon GPS: 33.633330 Lat, -117.903840 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 Limit ❑.r NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 5.44 4.23 3.93 3.52 3.01 2.31 1.83 1.47 3.17 4.44 8.74 5.35 4.19 3.89 3.5 3.03 2.31 1.82 1.51 3.98 4.38 8.86 5.31 4.2 3.93 3.45 3.03 2.36 1.82 1.47 6.82 4.37 43+10 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Flower Street Pvt Temp: 0° F GPS: 33.633330 Lat, -117.903840 Lon Limit ❑ NIS ❑ 45+01 (test 140) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.1033 GPS: 33.632910 Lat, -117.904251 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 11.25 7.85 6.54 4.78 3.48 2.11 1.56 1.25 5.33 9.46 8.64 11.09 7.73 6.49 4.81 3.54 2.12 1.57 1.29 20.44 9.27 8.64 10.97 7.73 6.46 4.76 3.53 2.12 1.57 1.31 4.72 9.18 46+40 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Broadway Pvt Temp: 0° F GPS: 33.632910 Lat, -117.904250 Lon Limit ❑ NIS ❑ 47+01 (test 141) Begin Irvine Avenue Southbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.7233 GPS: 33.632490 Lat, -117.904670 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.5 14.02 9.9 8.27 6.16 4.41 2.59 1.75 1.3 16.14 12.32 8.5 13.61 9.65 8.1 6.05 4.31 2.57 1.74 1.29 4.76 11.93 8.54 13.54 9.66 8.1 6.1 4.36 2.58 1.76 1.25 16.73 11.81 49+05 (test 142) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 11.9267 GPS: 33.632060 Lat, -117.905100 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 43 of 47 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 12.15 8.65 7.42 5.64 4.14 2.62 1.8 1.48 13.76 10.19 8.54 11.86 8.47 7.28 5.56 4.12 2.59 1.78 1.43 14.7 9.93 8.57 11.77 8.44 7.28 5.55 4.1 2.58 1.8 1.44 16.9 9.84 49+75 Notes: CL of Magnolia Street Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.632060 Lat, -117.905101 Lon Limit ❑ NIS ❑ 51+09 (test 143) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.6767 GPS: 33.631630 Lat, -117.905520 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 12.88 9.22 7.79 5.97 4.38 2.61 1.77 1.37 12.9 10.75 8.5 12.63 9.09 7.68 5.91 4.39 2.58 1.77 1.37 7.72 10.53 8.5 12.52 9.06 7.68 5.89 4.36 2.57 1.78 1.37 7.41 10.41 53+07 Notes: CL of E 18th Street Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.631630 Lat, -117.905521 Lon Limit ❑ NIS ❑ 53+07 (test 144) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.87333 GPS: 33.631220 Lat, -117.905960 Lon Limit ❑ NIS ❑-7 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 5.92 5.24 4.9 4.33 3.65 2.58 1.87 1.5 12.37 5.4 8.69 5.88 5.21 4.83 4.28 3.61 2.55 1.84 1.53 9.42 5.31 8.76 5.82 5.13 4.79 4.25 3.56 2.55 1.82 1.48 9.72 5.26 55+01 (test 145) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.1067 GPS: 33.630810 Lat, -117.906360 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.42 13.31 9.18 7.83 6.2 4.72 2.77 1.89 1.48 2.46 12.04 8.35 13.08 9.11 7.78 6.17 4.7 2.8 1.88 1.43 13.51 11.84 8.37 12.93 9.03 7.73 6.14 4.63 2.75 1.86 1.46 3.88 11.68 56+42 Notes: CL of Abbie Way 57+22 (test 146) Notes: Lateral Cracks, Longitudinal Cracks Avg FWD1: 11.21 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.630810 Lat, -117.906360 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 81.7° F GPS: 33.630390 Lat, -117.906790 Lon 10/26/2017 LaBelle - Marvin: FWD Reports Page 44 of 47 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.67 11.38 9.24 8.29 6.81 5.34 3.34 2.09 1.69 4 10.16 8.69 11.17 9.16 8.18 6.74 5.3 3.31 2.11 1.49 2.78 9.94 8.69 11.08 9.03 8.13 6.7 5.27 3.32 2.1 1.62 18.7 9.91 59+00 (test 147) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.7433 Begin Irvine Avenue Southbound Lane 2 GPS: 33.629971 Lat, -117.907191 Lon Pvt Temp: 81.7° F Avg FWD1: 4.74 Limit ❑ NIS ❑ Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 12 9.71 8.58 6.95 5.3 3.14 2.06 1.63 2.03 10.62 8.57 11.63 9.5 8.38 6.81 5.21 3.06 2 1.68 5.77 10.31 8.54 11.6 9.49 8.4 6.82 5.25 3.08 2.03 1.59 5.93 10.29 61+02 (test 148) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.81333 Begin Irvine Avenue Southbound Lane 2 GPS: 33.629540 Lat, -117.907600 Lon Pvt Temp: 81.7° F Avg FWD1: 4.74 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 4.85 4.29 4.05 3.65 3.15 2.49 1.91 1.5 11.72 4.22 8.89 4.81 4.25 4.02 3.62 3.16 2.43 1.88 1.52 14.16 4.17 8.89 4.78 4.24 4.01 3.61 3.17 2.47 1.88 1.47 2.72 4.11 61+33 Notes: CL of Cabrillo Street Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.629540 Lat, -117.907601 Lon Limit ❑ NIS ❑ 63+03 (test 149) Begin Irvine Avenue Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.74 GPS: 33.629110 Lat, -117.908020 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 4.78 3.85 3.51 3.08 2.61 1.86 1.42 1.15 8.83 4.28 8.89 4.74 3.86 3.51 3.05 2.58 1.85 1.43 1.17 3.02 4.24 8.98 4.7 3.78 3.48 3 2.58 1.85 1.43 1.22 3.09 4.2 63+90 Notes: Begin Patch 64+54 Notes: End Patch 65+04 (test 150) Notes: http://www.labellemarvin.com/fwd/fwdlive/report.php Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.629110 Lat, -117.908021 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.629110 Lat, -117.908020 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 81.7° F 10/26/2017 LaBelle - Marvin: FWD Reports Page 45 of 47 Avg FWD1: 9.09 Begin Irvine Avenue Southbound Lane 2 GPS: 33.628690 Lat, -117.908440 Lon Pvt Temp: 81.7° F Avg FWD1: 4.11333 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 9.22 7.35 6.48 5.3 4.1 2.67 1.82 3.08 8.79 8.39 8.74 9.04 7.28 6.38 5.19 4.06 2.61 1.84 1.49 2.34 8.21 8.74 9.01 7.26 6.42 5.23 4.06 2.61 1.84 1.46 14.69 8.19 66+28 Notes: CL of E 17th Street 66+89 Notes: Change in Pavement Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.628690 Lat, -117.908441 Lon Limit ❑ NIS ❑ Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.628690 Lat, -117.908440 Lon Limit ❑ NIS ❑ 67+20 (test 151) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.8 Begin Irvine Avenue Southbound Lane 2 GPS: 33.628240 Lat, -117.908900 Lon Pvt Temp: 81.7° F Avg FWD1: 4.11333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 3.81 3.2 3.05 2.84 2.55 2.22 1.93 1.67 4.94 3.38 8.69 3.76 3.18 3.02 2.8 2.55 2.23 1.88 1.69 10.85 3.34 8.79 3.83 3.23 3.06 2.81 2.59 2.23 1.88 1.75 22.78 3.33 69+02 (test 152) Begin Irvine Avenue Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.11333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.627860 Lat, -117.909281 Lon FWD6 FWD7 FWDS FWD9 FWD10 8.52 15.97 12.24 10.65 Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 4.14 3.45 3.29 3.06 2.79 2.46 2.27 1.87 8.14 3.73 8.69 4.08 3.39 3.21 3.01 2.79 2.41 2.2 1.83 11.61 3.71 8.79 4.12 3.43 3.27 3.06 2.84 2.47 2.23 1.83 2.57 3.72 69+87 Notes: CL of Sherington Place Begin Irvine Avenue Southbound Lane 2 Pvt Temp: 0° F GPS: 33.627860 Lat, -117.909280 Lon Limit ❑ NIS ❑ 71+01 (test 153) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 15.6633 GPS: 33.627460 Lat, -117.909690 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 15.97 12.24 10.65 8.52 6.56 4.12 2.85 2.43 18.88 14.43 8.5 15.63 12.02 10.53 8.42 6.48 4.09 2.85 2.52 5.89 14.15 8.42 15.39 11.91 10.44 8.37 6.43 4.07 2.83 2.52 5.16 13.88 71+19 Begin Irvine Avenue Southbound Lane 2 http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 46 of 47 Notes: Lateral Trench Pvt Temp: 0° F GPS: 33.627460 Lat, -117.909690 Lon Limit ❑ NIS ❑ 72+92 Begin Irvine Avenue Southbound Lane 2 Notes: CL of Ogle Street Pvt Temp: 0° F GPS: 33.627460 Lat, -117.909690 Lon Limit ❑ NIS ❑ 73+07 (test 154) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.07333 GPS: 33.627010 Lat, -117.910130 Lon Limit ❑ NIS W Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 3.08 2.65 2.57 2.44 2.3 2.03 1.74 1.7 17.94 2.72 8.76 3.09 2.62 2.53 2.46 2.29 2.02 1.76 1.57 13.27 2.71 8.86 3.05 2.64 2.56 2.45 2.28 2.01 1.78 1.72 6.11 2.69 75+05 (test 155) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 21.5067 GPS: 33.626590 Lat, -117.910550 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 21.88 16.12 13.55 10.15 7.25 4.01 2.7 2.22 8.19 19.11 8.35 21.38 15.87 13.35 10.07 7.22 4.02 2.69 2.23 22.21 18.62 8.42 21.26 15.83 13.33 10.07 7.24 4.01 2.67 2.2 8.37 18.49 77+01 (test 156) Begin Irvine Avenue Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.2233 GPS: 33.626180 Lat, -117.910960 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 11.42 7.9 6.54 4.89 3.6 2.16 1.6 1.4 7.1 9.64 8.59 11.14 7.77 6.45 4.84 3.58 2.19 1.62 1.38 6.07 9.41 8.72 11.11 7.79 6.47 4.84 3.6 2.2 1.66 1.42 4.78 9.35 77+36 Begin Irvine Avenue Southbound Lane 2 Notes: CL of 16th Place Pvt Temp: 0° F GPS: 33.626180 Lat, -117.910961 Lon Limit ❑ NIS ❑ 78+79 Begin Irvine Avenue Southbound Lane 2 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.626180 Lat, -117.910960 Lon Limit ❑ NIS ❑ 79+01 (test 157) Begin Irvine Avenue Southbound Lane 2 Notes: Next to Catch Basin Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 LaBelle - Marvin: FWD Reports Page 47 of 47 Avg FWD1: 7.12 GPS: 33.625770 Lat, -117.911390 Lon Limit ElNIS ❑./ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.96 7.18 5.86 5.36 4.62 3.88 2.85 2.14 1.71 5.6 6.02 8.84 7.09 5.79 5.29 4.56 3.85 2.81 2.11 1.65 17.93 5.95 8.94 7.09 5.76 5.29 4.56 3.85 2.82 2.12 1.67 10.27 5.94 79+59 Begin Irvine Avenue Southbound Lane 2 Notes: CL of 16th Street Pvt Temp: 0° F GPS: 33.625770 Lat, -117.911390 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 10/26/2017 APPENDIX F R -VALUE DETERMINATIONS (CA 301) LMR -VALUE DATA SHEET Laeeire Marvin PROJECT No. 42783 DATE: 10/26/2017 BORING N0, Subgrade 10-9 Irvine Avenue City of Newport Beach SAMPLE DESCRIPTION: Brown Silty Sand DESIGN CALCULATION DATA Traffic Index a SPECIMEN ID Is c Mold ID Number 7 8 9 Water added, grams 62 42 37 Initial Test Water,% 11.6 9.6 9.1 Compact Gage Pressure,psi 50 170 270 Exudation Pressure, psi 155 392 631 Height Sample, Inches 2.55 2.50 2.44 Gross Weight Mold, grams 3065 3038 2857 Tare Weight Mold, grams 1955 1950 1775 Sample Wet Weight, grams 1 1110 1 1088 1 1082 Expansion, Inches x 10exp-4 4 13 25 Stability 2,000 Its (160psi) 21 / 44 16 / 33 14 / 28 Turns Displacement 5.03 4.64 4.44 R -Value Uncorrected S7 67 73 R -Value Corrected 57 67 72 Dry Density, pcf 118.1 120.3 123.1 DESIGN CALCULATION DATA Traffic Index Given: 9.0 9.0 9.0 G.E. by Stability 0.99 O.76 0.65 G. E. by Expansion 0.13 0.43 0.83 Equilibrium R -Value 64 by EXUDATION Examined & Checked: 10 /26/ 17 �"OFEft z .. — REMARKS: Gf = 1.25 0.0% Retained on the 3/4" Sieve. St n �a0 p �OFCALIF�' The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. LaBelle Marvin, Inc. 1 2700 South Grand Avenue I Santa Ana, CA 92705 1714-514-3565 Z a J Q V_ a s Q G a �� e . z \ e d 3 a A z � i = _ o o v J� o o G a �� e . LA /� R - VALUE DATA SHEET elle Marvin PROJECT No. 42783 DATE: 10/26/2017 BORING NO. Subgrade 10-4 Irvine Avenue City of Newport Beach SAMPLE DESCRIPTION: Brown Silty Sand DESIGN CALCULATION DATA a SPECIMEN ID b c Mold ID Number 4 5 6 Water added, grams 108 67 88 Initial Test Water,% 13.3 9.4 11.4 Compact Gage Pressure,psi 50 350 100 Exudation Pressure, psi 104 544 284 Height Sample, Inches 2.57 2.60 2.69 Gross Weight Mold, grams 3048 3094 3108 Tare Weight Mold, grams 19W 1961 1958 Sample Wet Weight, grams 1088 1133 1150 Expansion, Inches x 10exp-4 0 7 0 Stability 2,000 Has (160pst) 25 / 50 13 / 23 20 / 40 Turns Displacement 5.59 4.60 5.17 R -Value Uncorrected 50 26 59 RNalue Corrected 52 77 64 Dry Density, pcf 113.2 120.7 116.3 DESIGN CALCULATION DATA The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. LaBelle Marvin, Inc. 12700 South Grand Avenue I Santa Ana, CA 92705 1714-514-3565 64 Examined & Checked: 10 /26/ 17 Equilibrium R -Value by EXUDATION OFESSfO,y_ R. Af, �Zc+ ti w On y P3 Gf = 1.25 0.0% Retained on the REMARKS: At 3/4" Sieve. S NCN OFCAUF The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. LaBelle Marvin, Inc. 12700 South Grand Avenue I Santa Ana, CA 92705 1714-514-3565 q H OG r � a 2 q H LAA R - VALUE LaBelle Marvin c PROJECT No. 42783 DATE: 10/26/2017 BORING NO. Subgrade 10-1 60 Irvine Avenue Initial Test Water,% City of Newport Beach SAMPLE DESCRIPTION: Brown DATA SHEET DESIGN CALCULATION DATA Traffic Index a SPECIMEN ID b c Mold ID Number 10 11 12 Water added, grams 95 60 23 Initial Test Water,% 15.3 11.8 13.1 Compact Gage Pressure,psi 40 100 60 Exudation Pressure, psi 207 767 469 Height Sample, Inches 2.57 2.42 2.48 Gross Weight Mold, grams 3066 3064 3066 Tare Weight Mold, grams 1947 1953 1948 Sample Wet Weight, grams 1119 1111 1118 Expansion, Inches x 10exp-4 0 65 33 Stability 2,0001Its (160psi) 58 / 140 31 / 76 37 / 97 Turns Displacement 4.55 3.37 3.60 R -Value Uncorrected 7 45 31 R -Value Corrected 7 43 31 Dry Density, pct 114.4 124.4 120.8 DESIGN CALCULATION DATA Traffic Index Given: 9.0 9.0 9.0 G.E. by Stability 2.14 1.31 1.59 G. E. by Expansion 0.00 2.17 1.10 The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. LaBelle Marvin, Inc. 12700 South Grand Avenue I Santa Ana, CA 92705 1714-514-3565 IB Examined & Checked: 10 /26/ 17 Equilibrium R -Value by EXUDATIONOFFS$fp�, N m Gf = 1.25 0.0% Retained on the REMARKS: 3/4" Sieve. S v vindW33O 4 OFCA�I��P The data above is based upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. LaBelle Marvin, Inc. 12700 South Grand Avenue I Santa Ana, CA 92705 1714-514-3565 d K e g C t Y a a 2 N _ � £ � z jo 5 o $ d APPENDIX G GLOSSARY OF TERMS W LaBelle Marvin mylhoR ANS Vsm CE51(i!. mss .&RiSPECP 5ERu10ES Glossary of Terms Deflection Testing, CA Test Method 356, is a structural analysis of measured deflection values obtained during our field testing operations, utilizing our non-destructive JILS Falling Weight Deflectometer equipment. Data accumulated on the deflection values, thickness of AC pavement with aggregate base, subjected to various traffic loadings along with the tolerable deflection criteria, provides the basis of needed overlay and/or structural reinforcement. The Falling Weight Deflectometer, F.W.D., provides a tabulation of all test data, distance measurements DMI, field observations, in-situ pavement temperatures, global position GPS data, and permanent landmarks such as cross streets, patches, utility trenches, etc. taken in the field. The Individual deflection test data, provided with this report, was reviewed and grouped according to data trends and engineering judgment. Sensors: FWD 1, FWD 2, FWD 3, FWD 4, FWD 5, FWD 6, FWD 7, FWD 8, FWD 9, FWD 10. These are the 10 separate deflection readings in 10-3 inches. FWD 1 represents the deflection directly beneath the load input. Force: Standard Dynamic Loading measured. GPR: Ground Penetrating Radar of in-situ pavement thicknesses. (optional) GPS: The North American Datum (NAD 83). NIS: Not included in sums. Limits The station limits represent areas of like deflection determined during the engineering review of deflection data and field conditions. Limits are represented by local stationing gathered in the field per street, and is taken in each direction and lane. FWD8oth The 80th percentile deflection value representing the strength under loading of the section/group being evaluated, reported in inches times 10-3. TD80th The 80th percentile deflection value converted to an equivalent Traveling Deflectometer unit, reported in inches times 10-3. T The represented thickness (T) of existing pavement structure. This value is taken from our pavement coring data obtained in the field. T.I. The Traffic Index (TI) used for the evaluation of the specific test loading. The traffic index represents the anticipated accumulation of equivalent axle loads with design period. TDallow The maximum permissible deflection value where no reinforcement is necessary based upon asphalt concrete thickness and traffic index by Caltrans Test Method 356. %Red. The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. GE The equivalent thickness, in feet, of rock base required to effect the specified deflection reduction. AC The equivalent thickness, in feet, of asphalt concrete thickness required to effect the specified deflection reduction. NSL LaBelle Marvin, Inc.'s calculated Nominal Service Life of the existing pavement. City of Newport Beach IRVINE AVENUE PAVEMENT REHABILITATION Contract No. 8515-2 APPENDIX B — CROSS SECTIONS DESIGN SECTIONS IRVINE AVENUE SHEET 1 OF 17 0 35+00 0 37+00 39+00 0 34+50 0 36+50 0 38+50 0 34+25 0 36+00 38+00 0 34+00 0 35+50 0 37+50 ����1Ji���►Yy�>�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 2 OF 17 0 41+05*79 0 43+00 44+98.31 0 40+15.23 0 42+50 0 44+50 I L[�IIII� I 42+00 I 44+13.08 I 39+50 I 41+50 I 43+50 �������1�������� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 3 OF 17 iso 0 46+62.73 0 48+00 0 49+50 iso 0 46+00 0 47+ 78. 57 49+00 0 45+50 0 47+20.55 0 48+50 ����1Ji���►Yy�>�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 4 OF 17 0 51+00 0 52+ 53. 42 0 54+00 I 50+50 I 52+15.79 I 53+50 I 50+00 I 51+50 I 53+00 �������1�������� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 5 OF 17 0 55+50 0 57+06.07 0 58+95.51 I 55+00 I 56+50 58+25 I 54+50 I 56+00 I 57+50 �������1�������� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 6 OF 17 0 60+41.03 0 61+50 0 63+00 I b 0+11.37 I bbr-' 1 + 0 0 I 62+50 I 59+51.38 I 60+70.07 I 62+00 �������1�������� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 7 OF 17 0 64+50 0 To*W11111 0 67+50 0 64+05.68 0 65+50 67+01.48 0 63+71.28 0 65+00 0 66+50 1, 1 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 8 OF 17 0 69+00 0 70+31.69 0 72+05 0 68+50 0 69+97.41 71+50 I 68+00 I 69+50 I 71+00 ����1,����►�y�1�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 9 OF 17 0 73+50 0 75+00 0 76+50 0 73+00 0 74+50 75+ 91. 74 0 72+50 0 74+02.32 0 75+50 ����1Ji���►Yy�>�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 10 OF 17 0 78+21.41 0 79+87.72 0 81+25 0 77+50 0 79+50 80+57.56 0 77+00 0 79+07.62 0 80+22.89 ����1Ji���►Yy�>�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 11 OF 17 0 82+50 0 84+00 0 85+75.87 0 82+16.27 0 83+53.04 85+48.79 0 81 +77.32 0 83+00 0 84+57.99 ����1Ji���►Yy�>�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 12 OF 17 0 87+ 34. 61 0 �Glofelom7lll 0 0 86+83.42 H 0 .0 ill Hill ID 0 89+50 0 86+40.52 ID 87+75 0 89+00 e1:�_»:���Yy_»� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 13 OF 17 93 92 0 91+43.58 0 91+07.52 ID 93+29.55 0 94+50 93 92 I 10 20 30 40 50 60 70 80 90 50 40 30 20 10 11PAWN 0 94+00 93 92 0 90+71 ID 92+13.81 0 93+50 e1:�_»:���Yy_»� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 14 OF 17 0 alveffellel 0 wAlb7lel 0 99+25 0 95+50 0 97+00 98+79.10 0 95+00 0 96+50 0 97+89.95 1, 1 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 15 OF 17 NlI 0 100+47.31 0 102+00 0 103+50 Mo 0 100+04.31 0 101+50 103+00 NlI 0 99+53.77 0 100+90 0 102+27.77 ����1Ji���►Yy�>�i 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 16 OF 17 0 105+00 0 106+62.98 0 U11116,81911111 I 104+59.43 I 106+19.05 107+50 I 104+00 I 105+50 I 107+00 �������1�������� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL DESIGN SECTIONS IRVINE AVENUE SHEET 17 OF 17 0 109+94.53 0 112+00 I 109+50 I 111+50 I 113+50 I 109+00 I 110+92001 I 112+86.55 72 0 108+64.84 ID 110+50 0 112+50 e1:�_»:���Yy_»� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL 95 94 93 92 91 90 95 94 93 92 91 90 30 20 10 0 10 20 30 P1191=1118i 30 20 10 0 10 20 30 260+25 DESIGN SECTIONS HOLIDAY ROAD (21ST STREET) SHEET 1 OF 1 95 95 94 94 93 93 92 92 91 91 90 90 95 95 94 94 93 93 92 92 91 91 90 90 95 94 93 92 91 90 30 20 10 0 10 20 30 261+25 30 20 10 0 10 20 30 L%11111 30 20 10 0 10 20 30 260+75 95 94 93 92 91 90 95 9494 93 93 92 92 91 91 90 90 95 9494 93 93 92 92 91 91 90 90 30 20 10 0 10 20 30 261+75 30 20 10 0 10 20 30 261+50 94 93 92 91 90 94 93 92 91 90 e1:�_»:���Yy_»� 20 0 20 60 SCALE: 1" = 20' HORIZONTAL 1" = 2' VERTICAL