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C-7183-2 - Macarthur Boulevard and University Drive Pavement Rehabilitation
January 14, 2021 R.J. Noble Company Attn: Steve Mendoza 15505 E. Lincoln Avenue Orange, CA 92865 :IT`r 09 NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-6443005 1 949-644-3039FAX newportbeachca.gov, Subject: MacArthur Boulevard and University Drive Pavement Rehabilitation - C-7183-2 Dear Mr. Mendoza: On January 14, 2020, 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 January 16, 2020 Reference No. 2020000020047. The Surety for the contract is Western Surety Company and the bond number is 30065083. Enclosed is the Faithful Performance Bond. Sincerely, W A'144�- Leilani I. Brown, MMC City Clerk Enclosure Executed in Duplicate [Wi:f :1111 3 CITY OF NEWPORT BEACH BOND NO. _m65083 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 consists of mobilization and demobilization; distribution of construction notices to existing businesses and residents; best management practices (BMP); traffic control and detour plan implementation; construction staking, survey monument restoration, and survey monument adjustments; utility company coordination and utility verification; removal of existing roadway, sidewalk, curb and gutter, access ramps, concrete pavement bus pad, and driveways; cold milling of existing asphalt pavement roadway; subgrade preparation; construction of asphalt concrete (AC) pavement, asphalt rubberized hot -mix (ARHM) pavement, fiber reinforced ARHM pavement, local pavement section repairs, PCC sidewalks, PCC curb and gutter, PCC access ramps, truncated domes, PCC driveways, PCC median curbs, and PCC pavement for bus pad; utility relocations and adjustments; traffic signal and traffic signage improvements; pavement striping and marking 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 Three Hundred Nineteen Thousand Five Hundred Eighty Dollars and 00/100 ($2,319,580.00) 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 16th day of April ,20 19. 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 APPROVED AS TO FORM: CITY ATTOW46Y'S OFFICE X Author' d S' ature/Title STEV ENDOZA,SECRETARY A6iFrrized Agent Signature James Scott Salandi, Attorney-in-fact Print Name and Title APPROVED AS TO FORM: CITYATTORNEY'8 OFFICE i R.J. Noble Company Page B-2 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE 4 1189 aei�ulaaa� inraeo€ eHrNraldlali� 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 Countyof QRANGF 04/17/19 On Date before me, J. DE IONGH NOTARY PUBLIC 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 name(s) Were subscribed to the within instrument and acknowledged to me that he/shekhey executed the same in his/herkheir authorized capacity(ies), and that by his/he;Aheir signature(&) on the instrument the person(s), or the entity upon behalf of which the person(n,) acted, executed the instrument. ,k,,,,„-,e.e...:,�n„..,+- - - - ��*�••-* I certify under PENALTY OF PERJURY under the Cit Xlj laws of the State of California that the foregoing cn N ? paragraph is true and correct. 0 i InaryP n1 fal:r 0r''"Ic I °° Iy WITNESS my h i and offici I seal. My �mrn. Ezput' OC!,211,211 �� Signature I L1111 I/ — Place Notary Seal and/or Stamp Above gno ure of Notary Public OPTIONAL -- Completing this information can deter alteration of the document or fraudulent reattachment of this form to on unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer - Title(s): D Partner - ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact o Trustee ❑ Guardian or Conservator ❑ Other Number of Pages: Signer's Name: ❑ Corporate Officer - Title(s): _ ❑ Partner - ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee 0 Guardian or Conservator ❑ Other: Signer is Representing: Signer is Representing: - --- --- aweaeeaasrna>te�eeureuEnea+saaraaasaaaon+rasatr+nsa 02018 National Notary Association 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 APR 16 2019 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(s) whose name(s) is/anx subscribed to the within instrument and acknowledged to me that he/&vA::lWy executed the same in his/hexAbeir authorized capacity(k*, and that by his/harAtbair signature(s) on the instrument the person(%), or the entity upon behalf of which the person(z) 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. — —1C MICHELE A. FEDORUK ._�'j �. Notary Public- California ,.1,. Orange County C Commission A 2238042 i 0'�" "�� My Comm. Expires Apr 14, 2012 Signature (Seal) c. 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 B-4 March 23, 2020 R.J. Noble Company Attn: Steve Mendoza 15505 E. Lincoln Avenue Orange, CA 92865 ,;it',` Cat° NEWPORT BEACH 100 Civic Center Drive Newport Beach, California 92660 949-644-3005 1 949-644-3039 FAx newportbeachca.gov Subject: MacArthur Boulevard and University Drive Pavement Rehabilitation - C-7183-2 Dear Mr. Mendoza: On January 14, 2020 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 January 16, 2020, Reference No. 2020000020047. The Surety for the bond is Western Surety Company and the bond number is 30065083. Enclosed is the Labor & Materials Payment Bond. Sincerely, Leilani 1. Brown, MMC City Clerk Enclosure Executed in Duplicate EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 30065083 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 consists of mobilization and demobilization; distribution of construction notices to existing businesses and residents; best management practices (BMP); traffic control and detour plan implementation; construction staking, survey monument restoration, and surrey monument adjustments; utility company coordination and utility verification; removal of existing roadway, sidewalk, curb and gutter, access ramps, concrete pavement bus pad, and driveways; cold milling of existing asphalt pavement roadway; subgrade preparation; construction of asphalt concrete (AC) pavement, asphalt rubberized hot -mix (ARHM) pavement, fiber reinforced ARHM pavement, local pavement section repairs, PCC sidewalks, PCC curb and gutter, PCC access ramps, truncated domes, PCC driveways, PCC median curbs, and PCC pavement for bus pad; utility relocations and adjustments; traffic signal and traffic signage improvements; pavement striping and marking 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 Three Hundred Nineteen Thousand Five Hundred Eighty Dollars and 00/100($2,319,580.00) 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 16th _ day of _ April 120 19. R.J. N0I3L.E 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 APPROVED AS TO FORM: CITY ATTOR4EY'S OFFICE Date: _- X Authori d Iognaturefritle STEVFs END GA, _SECRETARY AuthorizA'Agent Signature James Scott Salandi, Attorney-in-fact Print Name and Title R.J. Noble Company . Page A-2 CALIFORNIA ACKNOWLEDGMENT ®alluolaael ret«t€ CIVIL CODE 4 1189 A notarypublic 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 validityof that document. State of California • �77e\\Cel 04/17/19 On Date before me, J. DE IONGH, NOTARY PUBLIC Here Insert Name and Title of the Officer personally appeared STFVE M NDO A Names) of Signer(s) 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/shekhey, executed the same in his/hefAheir authorized capacity(ies), and that by his/her heir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(&) acted, executed the instrument. r ' 3t + J. I)E IONUII Commission # 21 -0- Notary Public C l i,, ,I Orange Calmly My Comm. Expires Oct 26, 201 ri lr Place Notary Seat and/or Slump 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 hsmd andfficial seal. Signatu e Signature of Notary Public Completing this information can deter alteration of the document or fraudulent reattachment of this form to on unintended document. Description of Attached Document Title or Type of Document: Document Date: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: 0 Corporate Officer — Title(s): 0 Partner — 0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Guardian or Conservator 0 Other: Signer is Representing: Number of Pages: Signer's Name: 0 Corporate Officer — Title(s): D Partner — 0 Limited 0 General 0 Individual 0 Attorney in Fact 0 Trustee 0 Other: Signer is Representing: 0 Guardian or Conservator /itifzu oerra®aoo7Pili®B®exsrl4sf9t�taes7a�aoxe�aaa�M®ea ©2018 National Notary Association 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 APR 1 6 2019 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(s) whose name(a) is/aRx subscribed to the within instrument and acknowledged to me that he/sbte" executed the same in hislhar tak authorized capacity(i*, and that by his/kaxdtbak 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. MICHELE A. FEDORUK C"i Notary Pubi<- California iI Orange County 4a'C Coinmissfon # 2278042 My Comm. Expires Apr 14, 2022 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 riot the truthfulness, accuracy, or validity of that document. State of California County of S ss. On 20 before me, Notary Public, personally appeared _____ _ who proved to me on the basis of satisfactory evidence to be the persons) 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 t V" 'stein 5ureiy Lompany POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -IN FACT Kmw Aa Ms By Them Pr mh6 TWt W897'RRN SURELY COMPANY, a South Dakota coxiamtion, is a (1* organized and,meting twlp untion havhtg Na pdnoW o®on in the City of Sims Falls, and Siete of 80A DaUnla, and that it thta by virtue of tho eignsim and teal htadn aRiaod hmcby amalm, cooslihde mdsppohd James Scott Salandi, Leonard Ziminsity, David Jacobson, Individually of Irvioq CA. its teen and law8d AttonKrAa)4t-Feat with AM power and aatheft hmby aonfanal to sign, seal and cKwo a fire avai on its hohelf Loud% udathkinga and ollwr obligatory inslmmeads of eimilarnahne - In Unlimited Amounts - and to bad it thoeby w flatly soil to tho same stmt M if such hunr manta wee signed by a duly authorized oi8ow of the oc rpontipr eat all the mots of said Atowmy. puteuurt to the autlorily hmoby giver, am heoby r dfW sod cmdimmd. Thds Poway of Meaney to made nil "cental Pan'" to and by auttnrhy of the By-iaw Pdntd on the rewma hereof, duly adopted, n indicated, by Me dnehelde s of tho oorpomtion. 10 When Wlrsaaaf, Wlilfrn"i SUKHTY COMPANY has closed thea PIN" to be sigtad by ha Vim P[mhlen Mal its mnpotato Roel to be hen*, dared no Oda 21st day ofhmcq 2017. WESTERN SURETY COMPANY �Pm l T. BmBat, Vim Presided Stale of South Dalmh Caualy ofMimdnks u On this 218t day of lune, 2017, bdrm me pe iontlly rutin Paul T. Hw&t, to me known, who, mddm in the City of Nora Falk Stile of Month being by me duty swam, did dgtom and =3, Pkat be I1slmy; the he In Ora Visa Pmddmt of WBS11iRN 8U1tI3lY ODMPANY desodhed in sad wldoh orwmted the dove inetr meet; that he knows the awl of said ourporYlon; that ttw seed aM.M to tla mid hrshmmrt in such wapnam Ont; that it waa so afl"iaol pumummt to -meetly given 1w the an" of Dhrotom of add campan fen ad that he airwd him rwrm thumbs purmnat to Him 1 -di rity. sal a k windg,, acme to be thea t ad decd of said onpm ium . My ooh.&G. 1 a@W Igoe 23.2021 ppsa°onr�nw� CERTIFICATE J. Mohr, Notary Public 1, 1- Ndetro, AnWaot Seadary of WILYIBRN 8URWY COMPANY do hmby aetd('i. that the Power of Attoemy bn itdove ed fodh h still to KMM% and fiutharowify that the By-law of 0m mwonalom printed on the mvenw heeof is ma ht three is tae bee vde 1 have hone b mb..%W my Inure and dBrd the mad of tM nId mrpordhm tel. -- day oE__ APR 1 6 2019 _ 0a WESTERN SURETYCOMPANY .arwr 6r .2z,& Fein F42ae-72n12 L Neiman, Aeatefen mommy Authortdag By -Law ADOPTED BY TBE SHAREHOLDERS OF WESTERN SURETY COMPANY Ihis Power of Attorney is made and ®rccutad pursuant to and by authority of the following By -Law duty adopted by the shareholders oftre Cvm . Section 7. All bonds, polities, undertakings, Powers of Attorney, or other obligations of the corporation shalt he cowled in the corporate name of the Company by the President, Secretary, and Assistant Secretary, Ibmsocer, or any Vice President, or by such other officers as the Board of I1iredurs may authorize. The President, any Vice President, Scordery, any Assistant Seraetery, or the 7kcasmer may appoint Atlmaoys in Fed or agents who shall have authority to issue bonds, policies, or undertakings in the new of the Company. The curpomto seat is not necessary for the validity of any bonds, policies, undertakings, Powess'of Attorney. or otter obli ons of the corporation. The signatum of any such officer and the corporate s®1 may be printed by feesimile. Batch 5763412 Confirmation 'RECORDING REQUESTED BY AND WHEN RECORDED RETURN TO: City Clerk City of Newport Beach 100 Civic Center Drive Newport Beach, CA 92660 Page I of 1 Recorded in Official Records, Orange County Hugh Nguyen, Clerk -Recorder IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII NO FEE •$ R 0 0 1 1 4 1 8 3 9 6 5� 202000002004710:14 am 01/16120 217 410 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 April 9, 2019. Said Contract set forth certain improvements, as follows: MacArthur Boulevard and University Drive Pavement Rehabilitation - C-7183-2 Work on said Contract was completed, and was found to be acceptable on January 14, 2020, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Western Surety Company. AR 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 �AMO &, at Newport Beach, California. BY AA6r City Clerk littps:Hgs.secure-recording.corn/Batcli/Coiifirmation/5763412 01/16/2020 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 April 9, 2019. Said Contract set forth certain improvements, as follows: MacArthur Boulevard and University Drive Pavement Rehabilitation - C-7183-2 Work on said Contract was completed, and was found to be acceptable on January 14, 2020, by the City Council. Title to said property is vested in the Owner and the Surety for said Contract is Western Surety Company. 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 a Vail' /( at Newport Beach, California. BY city W- 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 20" day of March, 2019, at which time such bids shall be opened and read for MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 $2,700,000 Engineer's Estimate a4 �oRr L �L Appro ed by i - r --- hOl J. Sinacori A i City Engineer Prospective bidders may obtain Bid Documents, Project Specifications and Plans via PlanetBids: http:llwww.planetbids.com/portal/portal.cfm?CompanylD=22078 Hard copy plans are available via: Santa Ana Blue Print at (949)756-1001 Located at 2372 Morse Avenue, Irvine, CA 92614 Contractor License Classifications) required for this project: "A" For further information, call Patricia Kharazmi, Project Manager at (949) 644-3344 BID INFORMATION IS AVAILABLE ON THE CITY WEBSITE: http Ilnewportbeachca.govlgovernment/open-transparentlonline-services/bids-rfps- vendor-registration City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 TABLE OF CONTENTS NOTICE INVITING BIDS..........................................................................................Cover INSTRUCTIONS TO BIDDERS......................................................................................3 BIDDER'S BOND............................................................................................................6 DESIGNATION OF SUBCONTRACTOR(S)................................................................. 10 TECHNICAL ABILITY AND EXPERIENCE REFERENCES ............................................ 9 NON -COLLUSION AFFIDAVIT..................................................................... 13 DESIGNATION OF SURETIES...................................................................... 14 CONTRACTOR'S INDUSTRIAL SAFETY RECORD....................................................15 ACKNOWLEDGEMENT OF ADDENDA....................................................................... 19 INFORMATION REQUIRED OF BIDDER.....................................................................20 NOTICE TO SUCCESSFUL BIDDER........................................................................... 21 CONTRACT.................................................................................................................. 22 LABOR AND MATERIALS PAYMENT BOND ............................................. Exhibit A FAITHFUL PERFORMANCE BOND........................................................... Exhibit B INSURANCE REQUIREMENTS.................................................................Exhibit C .. 01903W.I1 SPECIAL PROVISIONS............................................................................................ SP -1 2 City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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 BI DDER'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, 211 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. 3 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 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 segJ, 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 4 be extended by mutual agreement. The claimant shall furnish all reasonable documentation to support the claim. If the City needs approval from its City Council to provide the written statement and the City Council does not meet within the prescribed time period, the City shall have up to 3 days following the next regular meeting of the City Council to provide the written statement. Payment of the undisputed portion of the claim shall be made within 60 days after the City issues its written statement. B. If the claimant disputes the City's written statement or if the City does not issue a written statement in the prescribed time period, the claimant may demand in writing an informal meet and confer conference, which shall be scheduled within 30 days of receipt of claimant's demand. C. Within 10 business days of the meet and confer conference, if a dispute remains, the City shall provide a written statement identifying the portion of the claim that remains in dispute and the undisputed portion. The City shall pay any remaining amount of the undisputed portion within 60 days. Any disputed portion of the claim shall be submitted to nonbinding mediation or similar nonbinding process, with the City and claimant sharing the costs equally and agreeing to a mediator within 10 business days. If the parties cannot timely agree on a mediator, each 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 06130.!2019 DIR Registration Number & Expiration Date R.J. NOBLE COMPANY Bidder 5 X ad!�Y4� Authorize ig tureffitle STEVE MENDOZA, SECRETARY 03/20/19 Date City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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 MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION , Contract No. 7183-2 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 falls 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 1st day of 11.1, NOBLE COMPANY Name of Contractor (Principal) Western Surety Company Name of Surety 2020 Main Street Suite 750, Irvine, CA 92614 Address of Surety 866404-7926 Telephone March 2019. X A haturelTitle STEVE CRETARY -`At9&xi2W Agent Signature .lames Scott Salandi Attorney-in-fact Print Name and Title (Notary acknowledgment of Principal & Surety must be attached) 0 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document k to which this certificate is attached, and not the truthfulness, accuracy, of validity of that document ' I State of California County of OR.1♦GE u.+ (is -1U I i) On .._._ personally appeared before me, J DE IO\GH , \OTARY PUBLIC i [A E %1E\D0ZA Norne(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(f whose nameJ4 isla#e subscribed to the within instrument and acknowledged to me that he/> ey executed the same in his/hQ6414" authorized capaaty(osl, and that by hisHme""-*+f-signaturejj on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. ,f. DE IONGH Commission # 2128504 z a:� Notary Public Caldornia s Z Orange Cour^ty My Comm Expires Oct 28. 2014 Place Notory Sea! and/or Stamp Above I certify ander 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 Signature(: , ( Signature of Notary Public OPTIONAL Completing this information con 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. Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Corporate Officer - Title(s): ❑ Partner - ❑ Limited ❑ General C Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: 02018 National Notary Association Number of Pages Signer's Name: ❑ Corporate Officer - ❑ Partner - ❑ Limited ❑ Individual ❑ Trustee ❑ Other: Signer is Representing Title(s): C General ❑ Attorney -n Fact ❑ Guardan or Conservator 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 MAR 0 1 2019 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(s) whose name(%) is/am subscribed to the within instrument and acknowledged to me that helshi0tlo" executed the same in hislker4# ak authorized capacity(iwo, and that by his/hex4lwir signature(90 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 ACHECEA. FERMRL, Notary PubliC - Caiiforma ;< Mange County Commission A 2238042 r My Comm. Expires Aw 14, 1c22 Signature (seal) POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY -M -FACT K3mw AS M= by Tame Ptwwtas. Tho WT9TERN SURETY COMPANY, a Sou& Dalaeft ompontion. a ■ duly ocw iae I wd sit�f oorpoaion h&Vft its Pn=I d woe i to City of Sime Pak tad 800 of south Donna and dmi it dao by ritnte of do time and mcd ha= aid bath y mab caor:" sed nwio t James Scott Salandi, Leonard Zindnsky, David Jacobson, Individually Of bvioe, C -A, do case ted lrwfal Auanwy(s)-In, of rich full parer and mdhotlY ha0bY oonfamed to m4M mal and eaesmfa fur add on An beho f Grade, dmdwh"w and adsw OW400 y mouume" of whwau nome - In Unlimited Amounb - sad to biod it dumby w fully sad to the amo eum w if such mantmceh were w4wd by a drly aoffioff=d aglow of the oapiantica mad all fie m of aid may. p0mumW to the ma&o lty lnaby riven, we hammy rmbfled and oonfirmad_ This Poww of Araomay n mads and auwammi puvua No -Id try Ngh-%Y at the Br4" w=wd = tho terme haeot; duly adopkd u iodk=Wd, by the Wuuoboldsa of doss ootponirat Is Wltams WbwmK WMTMN SURETY COMPANY baa 3amad dma to he sWod by no Vwc Ptodent mod Us c orpowty nal to be hasao a$aced an dais 2lot dry of June, 2017. WESTERN SURETY COMPANY 'T, Vaca Pmddan Stus of Snack Uain4 si C'QUfiIy of abWAhaha On tars 21st day of Jtae, 2017, berme tae pai maky ague Paul T. lin>8rL to cue kmwa, who, beimr by mo &* ■waw did depo-e mod my that he r=MdMM&&CkYOISW=Rklk.SbftQfSOMbBOkM; dirt he n the Vmahv0dent of WESTERN SURETY COir(PANY duaihed in sed —amend dho shove wAtromank taa he lmowe die d of Sid oap xedon. dh-t tho anj affirm to the and fowwmau, a ach OMacaa d; tact it was so ffad Punt t dos madmdty rivm by the Board of DLmtao of mud eatpnmioa sad dW he opted Lia e -me d roo pour", to him m 3dwro . Md ackmow3edaa ammo m be the sot std dead of said eotpootim My eanalat♦da aapiaa 11aKM Jew A 2021 ' ' J 1. a�br Nosy limtiC CIiiYTllriCKYZ k L Nabmk Aram Sammta<y of WMM3RN suRETY 00WANY do had y oatify do die Po_ of Almay hmem Bove as forth is >tm in >ae, sad 17atha entity tact tha Hy Tyr of duo oarPan ported a tYo rousse basof i- Gill in foes wLamf 1 Lave hamomos�r�ed my ame � wed dLe seal of mo aid oa�Pa.atian t>>im _ -- _ par of MAR 0 1 2 V t 3 WESTERN SURETY COMPANY 17aaua2ao-7-1312 L NeYoq Ani-tsa 5aamry Anthortaing By -Law ADOPTED BY THE SHAREHOLDERS OF WESTERN SURETY COMPANY This Poww of Attu ay is nide and exerted pmsumt to and by subm ty of the following By -Laver duty adopted by the &wcbolders of am conwp y. Section 7. All bonds, polis im mderddnM Puw of Attorney, or other obli6sdooa of the aupantion shop be --d in the ovrporate name of the Caatpmy by the Promdmt, Secrtary, and Asaiatsnt Sealy, 'Ite+aamer, or my Vice PmodeK or by such Tither crffic a an the Bond of DQmwm may authors. Tm P roWdeK my Vkm Prendemf, Soxduy, any Mnahntt SOMEW!, or do Tmoma may appowt Moneys m Fact or aI I who ddl have mtharq to hour bomis, poficim or undertakings in the Dame of the Cly. Tbc oxporete seal u oho naoatry for the validity of any bon* polimmh wxkrWcmgk Paws n of Ammrey or other obhgdkm of the aorpormbm The mgpm tmr of any such offic w and the arpcx seal may be printed by facsirmlc. ACKNOWLEDGMENT ■ a a a a a a a a a a a a a a a a a a a a a a a a a M a a a a a a a a a a a a a a a a a a■■ a a a a a a a a a a a a a a a a a a a a a a a a a a a a a■■ State of California County of On personally appeared ss. before me, i Notary Public, ,who proved to me on the basis of satisfactory evidence to be the person( whose name(s) is/are subscribed to the within instrument and acknowledged tome that hels /they executed the same in his/her/their authorized capacity(ies), and that by his/her/their si atures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) ac/ executed the instrument. I certify under PENALTY OF PERJURY under the laws of the $tate of California that the foregoing paragraph is true and correct. �/ WITNESS my hand and official seal. Signature (seal) 0■aaaaaaaaaaaaaaaaaaN0MMsMaaaaaaaaaaya8a880■2MMMMaaaaaaaaaaaaaaaaaaaaaaaaaaaaa■ INFORMATION Date of Document i Thumbprint of Signer i Type or Title of Document j Number of Pages in Document i Document in a Foreign Languige Type of Satisfactory Evidence: Personally Known with Paper Identification Paper Identification Credible Witnesses) 7 ❑ Check here if Capacity of Signet: no thumbprint Trustee % or fingerprint Power of Attorney is available. CEO/CFO/COO Pr ident / Vice -President / Secretary 1 Treasurer Other: Other Information: 7 ACKNOWLEDGMENT ' MOM MM i a i i i i i i i i i i i i i i i i i i i i i i i i i Meng i Rene i i a a a a a a a i i i i i i i i i i i a a i i i MR i a i i i i i i i r■ State of California County of }ss. On personally appeared before me, Notary Public, ,who proved to me on the basis of satisfactory evidence to be the person(s) Whose name(s) islare subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized capacity(ies), and that by hislherltheir 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 Stag of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (sea[; ■■ i i a i■ i i i i i i i i i i a a i i i i i i i i a a i i i i i i i i■ R'■ ■ a i a i i i f i i i i i i i i f i i i i i i■ a a a i i i i i i i i i i i■ Date of Document Type or Title of Document Number of Pages in Document Document in a Foreign Language Type of Satisfactory Evidence: Personally Known wit Paper Identification Credible Witness(e OPTIONAL INFORMATION r Identification Capacity of SY/Vice-FP Truste Powery CEO/O Presidresident 1 Secretary 1 Treasurer Other: Other N Thumbprint of Signer ❑ Check here if no thumbprint or fingerprint is available. City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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 Contractors 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 Bidders 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 X Bidder Authorized Signature[Title STEVE MENDOZA, SECRETARY 10 City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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 REHABILITATION OF PARK AVENUE Project Description AC PAVING, SURVEY, STRIPING. CONCRETE Approximate Construction Dates: From 11/2017 To: 10118 Agency Name CITY OF TUSTIN Contact Person EDDY JAN Telephone (714) 573-3157 Original Contract Amount $1 a19.000.10Final Contract Amount $ 1.629 089.86 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 NIA 11 No. 2 Project Name/Number LINCOLN AVENUE STREET IPROVEMENTS Project Description AC PAVING STRIPING, LOOPS. LANDSCAPE, CONCRETE ELECTRICAL Approximate Construction Dates: From 312018 To: 712018 Agency Name CITY OF ANAHEIM Contact Person BOB LUCIANO Telephone (714) 765-5176 528, 000.00 Original Contract Amount $ Final Contract Amount $ 530.433.55 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 N,A No. 3 Project Name/Number CAPO CAPISTRANO VILLAS STREET IMPROVEMENTS Project Description AC IMPROVEMENTS, STRIPING. ELECTRIAL. CRACK SEAL, SLURRY SEAL Approximate Construction Dates: From 1112017 To: 512018 Agency Name CIN OF SAN JUAN CAPISTRANO Contact Person PAUL MESHKIN Telephone (9491 443-6350 2.168, 00.00 Original Contract Amount $ Final Contract Amount $ 2.168,492.92 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 NIA 12 No. 4 Project Name/Number PALMYRA AVENUE STREET REHABILITATION Project Description AC REHABILITIATION SURVEY. STRIPING REMOVE & REPLACE CONCRETE Approximate Construction Dates: From Agency Name CITY OF ORANGE 412018 To. 1112018 Contact Person MATT LORENZEN Telephone (714} 744-5566 1.075.000.00 Original Contract Amount $ Final Contract Amount $ 1.110.444.12 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 NIA No. 5 Project Name/Number STREET IMPROVEMENTS ON VALENCIA AVE Project Description AC PAVING, REMOVE CONCRETE. ELECTRIAL. & SURVEY Approximate Construction Dates: From 9/2018 To: 112019 Agency Name CALTRANS Contact Person MOHAMAD YACOUB Telephone (941 279-8433 3.457.000.00 Original Contract Amount $ Final Contract Amount $ 3.580.359.00 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 NIA 13 No. 6 Project Name/Number IRVINE AVENUE PAVEMENT REHAB CONTRACT NO 8515-2 Project Description PAVEMENT REHAB, SURVEY, CONCRETE, CRACK SEAL, LANDSCAPE. TREE REM, DRAINAGE IMPTS. Approximate Construction Dates: From 712018 To: Agency Name CITY OF NEWPORT BEACH Contact Person FRANK TRAN 1012018 Telephone (944 644-3340 2.459.825.00 Original Contract Amount $ Final Contract Amount $ 2,455,430.65 If final amount is different from original, please explain (change orders, extra work, etc.) QUANTITIES REDUCED 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 NIA Attach additional sheets if necessary. Attach to this Bid the experience resume of the person who will be designated as General Construction Superintendent or on-site Construction Manager for the Contractor. Upon request, the Contractor shall attach a financial statement and other information sufficiently comprehensive to permit an appraisal of the Contractor's current financial conditions. R.J. NOBLE COMPANY Bidder 14 Authoriz Si ture/Title STEVE MENDOZA, SECRETARY 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, 0212014 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 .l. NOB L EaM 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, 0212014 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 .l. NOBLE ON,- A 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 MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 NON -COLLUSION AFFIDAVIT State of California ) ORANGE ) ss. County of ) STEVE MENDOZA being first duly sworn, deposes and says that he or she 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 Bidder X Authorize ign reffitle STEVE MENDOZA, SECRETARY Subscribed and sworn to (or affirmed) before me on this ,`Tft day of MARCH . 2019 by STEVE MENDOZA , proved to me on the basis of satisfactory evidence to be the person(i) who appeared before me. i certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. J. DE IONGH a X Commission # 212804 �NotaqP bllc J. DE IONGH Z -r Notary Public - Califo nia z Orange County n [SEAL] My Comm. Expires Oct 28, 20, 9 t tp/28/19 My Commission Expires: 15 City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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 AND INSURANCE COMPANY 2415 CAMPUS DR., STE 200, IRVINE, CA 92612 SCOTT SALANDI 949486-7917 (BONDS) LAURIE SYLVESTER 949486-7900 (INSURANCE M, City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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. 17 Current Record Record Record Record Record Year of for for for for for Record 2018 2017 2016 2015 2014 Total 2019 No. of contracts 8 90 9-) 100 83 app 473 Total dollar Amount of I'M 95 92 84 93.5 95 472.5 Contracts (in MILLION MILLION MILLION MILLION MILLION MILLION MILLION Thousands of $ No. of fatalities NONE ----- --------- -------- _--------------- _-_-__ --------------- NONE No. of lost Workday Cases NONE------- ------ -------- ------------ -_...`_ -------NONE NONE No. of lost workday cases involving permanent transfer to another job or termination of NONE ------- -------------- --------------- ----------- ------------ ------------ NONE employment J 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. 17 Legal Business Name of Bidder R.J. NOBLE COMPANY Business Address: 15505 E. LINCOLN AVE., ORANGE, CA 92865 Business Tel. No.: 714-637-1550 State Contractor's License No. and Classification: 782908 CLASS A & C-12 EXP 08-31-20 Title x STEVE MENDOZA, SECRETARY The above information was compiled from the records that are available to me at this time and I declare under penalty of perjury that the information is true and accurate within the limitations of those records. Signature of bidder X ekle��� Date 3120119 Title CRAIG PORTER, SENIOR VICE PRESIDENT Signature of bidder x Date 3120119 Title STEVE MENDOZA, SECRETARY Signature of bidder Date Title Signature of bidder Date Title Signature Requirements: If bidder is an individual, name and signature of individual must be provided, if doing business under a fictitious name, the fictitious name must be set fort along with the County. If bidder is a partnership or joint venture, legal name of partnership/joint venture must be provided, followed by signatures of all of the partners/joint ventures or if fewer than all of the partners/joint ventures submit with evidence of authority to act on behalf of the partnership/joint venture. If bidder is a corporation, legal name of corporation must be provided, followed by signatures of the corporation President or Vice President or President and Secretary or Assistant Secretary, and the corporate seal, or submit with evidence of authority to act on behalf of the corporation. All must be acknowledged before a Notary Public, who must certify that such individuals, partners/joint ventures, or officers were proven on the basis of satisfactory evidence to be the persons whose name are subscribed to and acknowledged that they executed the same in their authorized capacities. [NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHED] CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 Anotarypublic or other officer completing this certificate verifies onlythe identityof 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. MARCH 201 2019J. DE IONGH. NOTARY PUBLIC before me, CRAIG PORTER Here Insert Nome and Title of the Officer On personally appeared Nome(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the pefsonVwhose namej4 islare subscribed to the within instrument and acknowledged to me that he/&he44ey executed the same in hiclF,ncltba authorized capacity(j�, and that by hisAwr0f*�signaturey�on the instrument the person, or the entity upon behalf of which the persono acted, executed the instrument. ' J. OE IONGH Commission # 2125504 z.-# Notary Public - California ? `t"�p - Orange County My Comm. Expires Oct 28, 2C' Place Notary Sea/ and/or Stomp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature = OPTIONAL �.: Signoture of Notory Public Completing this information con deter olterotion of the document or froudulent reattachment of this form to on unintended document. Description of Attached Document Titte or Type of Document: 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 Q Guardian or Conservator ❑ Other: Signer is Representing: 02018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer - Titte(s): ❑ Partner - ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: CALIFORNIA ACKNOWLEDGMENT CIVIL CODE g 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 tfuthfulness, accuracy, or validity of that document. State of California l County of ORANGE J} 03/20/201() J. DE IONGH , NOTARY PL BLIC OnDate before me, 1 #@FeMse T:.,__fthe Offtt' , personally appeared STEVE MENDOZA Name(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(Xwhose name is/art subscribed to the within instrument and acknowledged to me that he/she44ey executed the same in his/hwglt4eis authorized capacity(yQs), and that by hisHa&ehe! ignature/on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. J. DE IONGH Commission # 2128504 Notary Public - California Orange County My Comm. Expires Oct 28.2C' Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. ( _]� ( Signature OPTIONAL of Notary Public Completing this information con deter alteration offhe document or fraudulent reattachment of this form to an unintended document. Description of Attached Document Title or Type of Document: Document Date: Signef(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: C2018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 ACKNOWLEDGEMENT OF ADDENDA Bidder's name R.I. 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 1 03/14/19 X STEVE DOZA, SECRETARY 19 City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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 AVE., ORANGE, CA 92865 Telephone and Fax Number: 714-637-1550 / 714-637-6321 California State Contractor's License No. and Class: 782980 CLASS A& C-12 (REQUIRED AT TIME OF AWARD) Original Date Issued: res 11Q0 Expiration Date. 08/31/2020 List the name and title/position of the person(s) who inspected for your firm the site of the work proposed in these contract documents: STEVE MENDOZA, CHIEF ESTIMATOR/CORP. SECRETARY 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 20 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 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; NA Briefly summarize the parties' claims and defenses; N/A Have you ever had a contract terminated by the owner/agency? If so, explain. 0 Have you ever failed to complete a project? If so, explain. 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 cQcriliance (i.e, failure to pay prevailing wage, falsifying certified payrolls, etc.)? Yes 1 No 21 r Are any claims or actions unresolved or outstanding? Yes / No If yes to any of the above, explain. (Attach additional sheets, if necessary) Failure of the bidder to provide ALL requested information in a complete and accurate manner may be considered non-responsive. i'k Wi Pok II R. (Print name of Owner or President of Corp%rationlCompa' y) R.J. NOBLE COMPANY / Bidder Authorized Sig Lure Itle SR. VICE PRESIDENT Title 03/20/19 Date On 3120119 before me, J. DE I0'\(111 Notary Public, personally appeared CRAIG PORTER who proved to me on the basis of satisfactory evidence to be the person(N) whose nameN) is/&)i 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/?v&X5& signature(;) on the instrument the person(s), or the entity upon behalf of which the person(*) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNE5S4:Vy hand and official seal. `r� V Notary Public i6land for said State J. DE IONGH 10 ,g 19 My Commission Expires. 22 J. DE IONGH Commission * 2128504 Notary Public - California z (SEAL) �;=:•sem. �'' Orange County My Comm. Expires Oct 28, 2019 t City of Newport Beach MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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. 23 MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION CONTRACT NO. 7183-2 THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 9th day of April, 2019 ("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: The work necessary for the completion of this contract consists of mobilization and, demobilization; distribution of construction notices to existing businesses and residents; best management practices (BMP); traffic control and detour plan implementation; construction staking, survey monument restoration, and survey monument adjustments; utility company coordination and utility verification; removal of existing roadway, sidewalk, curb and gutter, access ramps, concrete pavement bus pad, and driveways; cold milling of existing asphalt pavement roadway; subgrade preparation; construction, of asphalt concrete (AC) pavement, asphalt rubberized hot -mix (ARHM) pavement, fiber, reinforced ARHM pavement, local pavement section repairs, PCC sidewalks, PCC curb, and gutter, PCC access ramps, truncated domes, PCC driveways, PCC median curbs„ and PCC pavement for bus pad; utility relocations and adjustments; traffic signal and, traffic signage improvements; pavement striping and marking 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. 7183-2, 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 Three Hundred Nineteen Thousand Five Hundred Eighty Dollars ($2,319,580.00). 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 Steve Mendoza 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. R.J. Noble Company Page 2 5. ADMINISTRATION This Contract shall be administered by the Public Works Department. City's Public Works Director, or designee, shall be the Project Administrator and shall have the authority to act for City under this Contract. The Project Administrator or designee shall represent City in all matters pertaining to the Work to be rendered pursuant to this Contract. 6. NOTICE OF CLAIMS 6.1 Unless a shorter time is specified elsewhere in this Contract, before making its final request for payment under the Contract Documents, Contractor shall submit to City, in writing, all claims for compensation under or arising out of this Contract. Contractor's acceptance of the final payment shall constitute a waiver of all claims for compensation under or arising out of this Contract except those previously made in writing and identified by Contractor in writing as unsettled at the time of its final request for payment. The Contractor and City expressly agree that in addition to all claims filing requirements set forth in the Contract and Contract Documents, Contractor shall be required to file any claim Contractor may have against City in strict conformance with the Government Claims Act (Government Code 900 et seq.). 6.2 To the extent that Contractor's claim is a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, the Parties agree to follow the dispute resolution process set forth therein. Any part of such "Claim" remaining in dispute after completion of the dispute resolution process provided for in Public Contract Code section 9204 or any successor statute thereto shall be subject to the Government Claims Act requirements requiring Contractor to file a claim in strict conformance with the Government Claims Act. To the extent that Contractor's claim is not a "Claim" as defined in Public Contract Code section 9204 or any successor statute thereto, Contractor shall be required to file such claim with the City in strict conformance with the Government Claims Act (Government Code sections 900 et seq.). 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 R.J. Noble Company Page 3 7.3 All notices, demands, requests or approvals from City to Contractor shall be addressed to Contractor at: Attention: Steve Mendoza R.J. Noble Company 15505 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. R.J. Noble Company Page 4 10. COOPERATION Contractor agrees to work closely and cooperate fully with City's designated Project Administrator and any other agencies that may have jurisdiction or interest in the Work to be performed. City agrees to cooperate with the Contractor on the Project. 11. PROGRESS Contractor is responsible for keeping the Project Administrator informed on a regular basis regarding the status and progress of the Project, activities performed and planned, and any meetings that have been scheduled or are desired. 12. INSURANCE Without limiting Contractor's indemnification of City, and prior to commencement of Work, Contractor shall obtain, provide and maintain at its own expense during the term of this Contract or for other periods as specified in the Contract Documents, policies of insurance of the type, amounts, terms and conditions described in the Insurance Requirements attached hereto as Exhibit C, and incorporated herein by reference. 13. PROHIBITION AGAINST ASSIGNMENTS AND TRANSFERS Except as specifically authorized under this Contract, the services to be provided under this Contract shall not be assigned, transferred contracted or subcontracted out without the prior written approval of City. Any of the following shall be construed as an assignment: The sale, assignment, transfer or other disposition of any of the issued and outstanding capital stock of Contractor, or of the interest of any general partner or joint venturer or syndicate member or cotenant if Contractor is a partnership or joint -venture or syndicate or co -tenancy, which shall result in changing the control of Contractor. Control means fifty percent (50%) or more of the voting power or twenty-five percent (25%) or more of the assets of the corporation, partnership or joint -venture. 14. PREVAILING WAGES In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial Relations has ascertained the general prevailing rate of per diem wages in the locality in which the work is to be performed for each craft, classification, or type of workman or mechanic needed to execute the contract. A copy of said determination is available by calling the prevailing wage hotline number (415) 703-4774, and requesting one from the Department of Industrial Relations. All parties to the contract shall be governed by all provisions of the California Labor Code — including, but not limited to, the requirement to pay prevailing wage rates (Sections 1770-7981 inclusive). A copy of the prevailing wage rates shall be posted by the Contractor at the job site. 15. SUBCONTRACTING The subcontractors authorized by City, if any, to perform the Work on this Project are identified in the Contractor's Proposal and are attached as part of the Contract R.J. Noble Company Page 5 Documents. Contractor shall be fully responsible to City for all acts and omissions of any subcontractors. Nothing in this Contract shall create any contractual relationship between City and subcontractor, nor shall it create any obligation on the part of City to pay or to see to the payment of any monies due to any such subcontractor other than as otherwise required by law. City is an intended beneficiary of any Work performed by the subcontractor for purposes of establishing a duty of care between the subcontractor and City. Except as specifically authorized herein, the Work to be performed under this Contract shall not be otherwise assigned, transferred, contracted or subcontracted out without the prior written approval of City 16. RESPONSIBILITY FOR DAMAGES OR INJURY 16.1 City and its elected or appointed officers, agents, officials, employees and volunteers 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 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, 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 and volunteers (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 R.J. Noble Company Page 6 of whether any insurance policies are applicable. The policy limits do not act as a limitation upon the amount of indemnification to be provided by Contractor. 16.5 Contractor shall perform all Work in a manner to minimize public inconvenience and possible hazard, to restore other work areas to their original condition and former usefulness as soon as possible, and to protect public and private property. Contractor shall be liable for any private or public property damaged during the performance of the Project Work. 16.6 To the extent authorized by law, as much of the money due Contractor under and by virtue of the Contract as shall be considered necessary by City may be retained by it until disposition has been made of such suits or claims for damages as aforesaid. 16.7 Nothing in this Section or any other portion of the Contract Documents shall be construed as authorizing any award of attorneys' fees in any action to enforce the terms of this Contract, except to the extent provided for above. 16.8 The rights and obligations set forth in this Section shall survive the termination of this Contract. 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. inconsistencies between this Contract and terms of this Contract shall govern. In the event there are any conflicts or any other attachments attached hereto, the 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 -.—L0012,015 _ By: Q-- po(: Aaron C. Harp City Attorney ATTEST: Date: 1', By --d4 I i/. P4I Leilani 1. Browil City Clerk SFO RN% Attachments CITY OF NEWPORT BEACH, a California municipal orporation Date: C9 1Q By: Dia e B. Dixon Mayor CONTRACTOR: R.J. Noble Company, a California corporation Date: By: Signed in Counterpart Craig Porter Senior Vice President Date: Signed in Counterpart Steve Mendoza Secretary [END OF SIGNATURES] Exhibit A -- Labor and Materials Payment Bond Exhibit B -- Faithful Performance Bond Exhibit C — Insurance Requirements '�apnaXre:Sf&"i�._M"-v_.cP.+....dth'. "..:L?vl_�a2�_.�..5'.'lSu_:nBO ti..�.:SSJU.'xLPe9?1:Ga��-.•i��'Aili�h'6Tii95Y��d"_Y.C:�-.�tT1f.-.A�3.�i.NVf.:a,�=av'tt1F�a��SC�X�SS:sYniLG�b'fiti�b�4P::.YisiYt.•Nr 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 ATTO NEY'S OFFICE Date: L d CITY OF NEWPORT BEACH, a California municipal corporation Date: B By -.— Ne'. Aaron y:Ne'•Aaron C. Harp -It-ti Diane B. Dixon City Attorney Mayor ATTEST: CONTRACTOR: R.J. Noble Company, a Date: California corporation Date: 04/11/2019 By: By: " &"Ii� Leilani I. Brown Craig Porter City Clerk Senior Vice President Date: 04/ 1 1 /2019 By: X SteveM doz Secreta [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 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,cgq before me, J. DE IONGH NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared CRAIG PORTER Name(s) of Signer(s) 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/sbeAhey executed the same in his he authorized capacity(ies), and that by his/weir signature(&) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. J. IONGH Commission # 212B504 Notary Public - Califoinia ` Orange County My Comm. Expires Oct 28, 20V 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. Signatur i Place Notary Seal and/or Stamp Above Signoture of Notary Public Ur I IVNML. 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: Signer(5) 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: 02018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact o Trustee ❑ Guardian or Conservator n nthec Signer is Representing: CALIFORNIA 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 l County of ORANGE J} On Gq ��L� I before me, J. DE IONGH NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEVE MENDOZA Nome(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the personM whose names} is/are subscribed to the within instrument and acknowledged to me that he/s4e4hey executed the same in his heFithelr authorized capacity(fes), and that by his/herlttaeir signatures) on the instrument the person(s), or the entity upon behalf of which the person( acted, executed the instrument. Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature OPTIONAL of Notary Public 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: 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: V2018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited O General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator n Other Signer is Representing: J. DE IONGH .'504 Commission # 212, = v Notary Public California B' . " Orange County My Comm. Expires Oct 28, 201'": .. ter;, Place Notary Seal and/or Stamp Above I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature OPTIONAL of Notary Public 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: 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: V2018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited O General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator n Other Signer is Representing: Executed in Duplicate EXHIBIT A CITY OF NEWPORT BEACH BOND NO. 30065083 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 consists of mobilization and demobilization; distribution of construction notices to existing businesses and residents; best management practices (BMP); traffic control and detour plan implementation; construction staking, survey monument restoration, and survey monument adjustments; utility company coordination and utility verification; removal of existing roadway, sidewalk, curb and gutter, access ramps, concrete pavement bus pad, and driveways; cold milling of existing asphalt pavement roadway; subgrade preparation; construction of asphalt concrete (AC) pavement, asphalt rubberized hot -mix (ARHM) pavement, fiber reinforced ARHM pavement, local pavement section repairs, PCC sidewalks, PCC curb and gutter, PCC access ramps, truncated domes, PCC driveways, PCC median curbs, and PCC pavement for bus pad; utility relocations and adjustments; traffic signal and traffic signage improvements; pavement striping and marking 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 Three Hundred Nineteen Thousand Five Hundred Eighty Dollars and 001100($2,319,580.00) 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 16th _day of ® April , 20 19 _ 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 APPROVED A FORM: CITY ATT EY'S OFFICE Date: X Authorid ippnature/Title STEV ,XrmA. SECRETARY nt Signature James Scott Salandi, Attorney-in-fact _ Print Name and Title APPROVED AS TO FORM: iifil! GRNEY'6 ilt� R.J. Noble Company ���� � � Page A-2 CALIFORNIA ACKNOWLEDGMENT SOM0t00 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 validityof that document. State of California 1 County of (DgANC,F J On 04/17/19 before me, J. DE IONGH, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEVE MENDOZA Nome(s) of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/afe subscribed to the within instrument and acknowledged to me that he/she/the y executed the same in his her/t„eir authorized capacity(ins), and that by his/herltheir signature(a) on the instrument the person(s), or the entity upon behalf of which the person( -acted, executed the instrument. J. DE IONGH Commission # 2123`.0ii F p Notary Public - California Orange County - " My Comm. Expires Oct 20, 201' C: Place Notary Seal and/or Stamp 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 h d and fficial seal. Signatu e Signature of No Public Ill Ilf�l1 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: 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 n C)ther- Signer is Representing: Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: Rig @ml@@@® 02018 National Notary Association 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 APR 1 6 2019 On 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(s) whose name(s) is/aRX subscribed to the within instrument and acknowledged to me that he/&e" executed the same in his/hiayftak authorized capacity(i *, and that by his/harAhak 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. �"'� 6My� MICHELE A. FEDORUK Notary Public - California Orange County Commission N 2238042 Comm. Expires Apr 14, 2022 Signature. (Seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of )SS. On 20 before me, Notary Public, personally appeared who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signatures(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (seal) 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 A4 VVestern Surety Uompany POVVER OF ATTORNEY APPOINTING INDNMUAL ATTORNEY -IN FACT Xmw All Mea By Tragi Preands, That WESTMN SURM COMPANY, a South Daloots corpomdoq m a duly organized and eaistmg m* melon having its p %cipd office in the City of Stomc Falls, and State of South Dabta, and Haat it does by virtue of do dgtsatum and soot bmdn armed hrarby mdm, canstibrte and appoint James Scott Salandi, Leonard. Ziminsky, David Jacobson, Individually of bviaer CA, its tree sad lawShl AttomrAs)4n-Feat with !inti power sed sit w tyr hady Om*nad to sign, awl and emcute fior and an its beralf bonds, hmdariddogs and other obligatory instruments of aindlar nahne - In Unlimited Amoupts - and to hand it thaaby as Sally and to the same extent as if much instruments were signed by a duly authorized offlow of the corporation and all the acts of said Attorney. Pummut to the authority hamby given, am homby raffled and confirmed. This Power of Attorney is made and emouted pursuant to and by authority of the B54I.aw printed on the iavaae hwwf. duly adopted, as indicated, by the sha imblars of the corporation. L W/mess V bmmf, WBSTMN 9URUff COMPANY has caosod these imme tts to be signed by its Vico President and its ooaporato coal to be hereto arced on this 21st day of Jeno, 2017. WESTERN SURETY COMPANY +rew� rf T. Banat, Viae Praaidau State of South Dalmta Cexmty ofMhmdmhs ea On this 21st day of June, 2017, befom me pasonalty coma Paul T. BruBak to we (mown, who, beteg by me duly ewom, did depose and say: that he resides in the City of Siem Falb4 State of South Dalaots; that ho is the Vice Pmsida t of WBSTMM SURBTY COMPANY desmibed in and which a mmind tho above iostrumeo4 that he Imows the seal of said amporadon; that the meal affixed to the said iustsument is much corporate seal; that it wan mo afn c d poaosst to authority given by dw Bond of Dheotom of said corporation and that he signed his name thereto pursuant to Him and unity, and solammiedgm now to be the act and deed of said corporation. My comminicn eapims .I. tIQItR .hes 23, 2021 J. Mohr. Notary Public CERTIFICATE I. L Ndson, Assistant Seamtary of WENMN SMUff COMPANY do herby certify that the Power of Attorney heraioabove art froth is still in fmm% and further aeff ft that the B3, - "w of the amporstioa printed on the nwarse hamof is edn is foam In testimony wbaeof I have haaeoto aobsoeihed my name and.dr-ed the seal of the maid corporation this day of APR 1 6 2019 . WESTERN SURETY COMPANY Form F4230-7-012 1� Nelson, Assist Sametary Executed in Duplicate EXHIBIT B CITY OF NEWPORT BEACH BOND NO. m65on 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 consists of mobilization and demobilization; distribution of construction notices to existing businesses and residents; best management practices (BMP); traffic control and detour plan implementation; construction staking, survey monument restoration, and survey monument adjustments; utility company coordination and utility verification; removal of existing roadway, sidewalk, curb and gutter, access ramps, concrete pavement bus pad, and driveways; cold milling of existing asphalt pavement roadway; subgrade preparation; construction of asphalt concrete (AC) pavement, asphalt rubberized hot -mix (ARHM) pavement, fiber reinforced ARHM pavement, local pavement section repairs, PCC sidewalks, PCC curb and gutter, PCC access ramps, truncated domes, PCC driveways, PCC median curbs, and PCC pavement for bus pad; utility relocations and adjustments; traffic signal and traffic signage improvements; pavement striping and marking 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 Three Hundred Nineteen Thousand Five Hundred Eighty Dollars and 00/100 ($2,319,580.00) 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 16th day of April ,20 19. R.J. NOBLE COMPANY X Name of Contractor (Principal) Western Surety Compan Name of Surety 2020 Main Street, Suite 750 Irvine, CA 92614 Address of Surety 866-404-7926 Telephone APPROVED AS FORM: CITY ATTO Y'S OFFICE Date: 1-11 Authorj3z Sicfnature/Title STEVE MEI�[DOZA, SECRETARY Ked Agent Signature James Scott Salandi, Attorney-in-fact Print Name and Title APPROVED AS TO FORM: CITY ATTORNEY'S OFFICE BY'.. n' F6 (A _on C Harp, City Attomey R.J. Noble Company Page B-2 CALIFORNIA ACKNOWLEDGMENT CIVIL CODE § 1189 ��iui ieeeaoae€ A notarypublic 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 validityof that document. State of California 1 County of ()RANC,'E J} On 04/17/19 before me, J. DE IONGH, NOTARY PUBLIC Date Here Insert Name and Title of the Officer personally appeared STEVE MENDOZA Nome(s) of Signer(s) 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/s " executed the same in hisiher/their authorized capacity(ies), and that by his/berlthe'ir signature(Q on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. Place Notary Seal and/or Stomp 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 Signature OPTIONAL and official seal. of Notary Public 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: 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: ©2018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: J. DE IONGH Commission # 212B504 Notary Public -California Orange County My Comm. Expires Oct 28,20! Place Notary Seal and/or Stomp 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 Signature OPTIONAL and official seal. of Notary Public 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: 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: ©2018 National Notary Association Number of Pages: Signer's Name: ❑ Corporate Officer — Title(s): ❑ Partner — ❑ Limited ❑ General ❑ Individual ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer is Representing: 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 APR 1 6 2019 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(s) whose name(x) is/aces subscribed to the within instrument and acknowledged to me that he/%bca" executed the same in his/hair t ak authorized capacity(k*, and that by his/b'Qalr/ hak 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. s MICHELE A. FEDORUi( Notary Public - California Orange County z Commission N 2238042 My Comm. Expires Apr 14, 2022 Signature (Seal) ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of _ I ss. On 20 before me, Notary Public, personally appeared 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 and volunteers.. 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 and volunteers. 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 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 R.J. Noble Company Page C-1 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 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 and volunteers 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 and volunteers 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 and volunteers. Any insurance or self-insurance maintained by City shall be excess of Contractor's insurance and shall not contribute with it. D. Notice of Cancellation. All policies shall provide City 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 R.J. Noble Company Page C-2 (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 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 R.J. Noble Company Page C-3 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 Contractor's insurance agent to this effect is acceptable. A certificate of insurance and/or additional insured endorsement as required in these specifications applicable to the renewing or new coverage must be provided to City with five (5) calendar days of the expiration of the coverages. K. Maintenance of General Liability Coverage. Contractor agrees to maintain commercial general liability coverage for a period of ten (10) years after completion of the Project or to obtain coverage for completed operations liability for an equivalent period. R.J. Noble Company Page C-4 CERTIFICATE OF INSURANCE CHECKLIST City of Newport Beach This checklist is comprised of requirements as outlined by the City of Newport Beach. * Date Received: 4/22/19 Dept./Contact Received From: Raymund Date Completed: 4/24/19 Sent to: Raymund By: Jan Company/Person required to have certificate: RJ Noble Company, Inc (MacArthur & University Rehab) 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? N Yes ❑ No D. LIMITS (Must be $1M or greater): What is limit provided? $IM/$2M/$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 E Operations status does not apply to Waste Haulers) N Yes ❑ No H. ADDITIONAL INSURED WORDING TO INCLUDE (The City (What is limits provided?) its officers, officials, employees and volunteers): Is it included? ® Yes ❑ No I. PRIMARY & NON-CONTRIBUTORY WORDING (Must be ❑ No G. included): Is it included? ® Yes ❑ No J. CAUTION! (Confirm that loss or liability of the named insured H. HIRED AND NON -OWNED AUTO ONLY: is not limited solely by their negligence) Does endorsement ❑ Yes ❑ No include "solely by negligence" wording? ❑ Yes N No K. ELECTED SCMAF COVERAGE (RECREATION ONLY): N N/A ❑ Yes ❑ No L. NOTICE OF CANCELLATION: ❑ N/A N 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? N Yes ❑ No D. LIMITS - If Employees (Must be $1 M min. BI & PD and $500,000 UM, $2M min for Waste Haulers): What is limits provided? $2,000,000 E LIMITS Waiver of Auto Insurance / Proof of coverage (if individual) (What is limits provided?) N/A F. ADDITIONAL INSURED WORDING: ❑ N/A N Yes ❑ No G. PRIMARY & NON-CONTRIBUTORY WORDING: ❑ N/A N Yes ❑ No H. HIRED AND NON -OWNED AUTO ONLY: N N/A ❑ Yes ❑ No I. NOTICE OF CANCELLATION: ❑ N/A N Yes ❑ No III. WORKERS' COMPENSATION 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): ® Yes ❑ No D. WORKERS' COMPENSATION LIMIT: Statutory ® Yes ❑ No E. EMPLOYERS' LIABILITY LIMIT (Must be $1M or greater) $1,000,000 F. WAIVER OF SUBROGATION (To include): Is it included? ® Yes ❑ No G. SIGNED WORKERS' COMPENSATION EXEMPTION FORM: ® N/A ❑ Yes ❑ No H. NOTICE OF CANCELLATION: ❑ N/A ® Yes ❑ No 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? Agent of Alliant Insurance Services Broker of record for the City of Newport Beach 4/24/19 Date ® N/A ❑ Yes ❑ No ® N/A ❑ Yes ❑ No ® N/A ❑ Yes ❑ No ® Yes ❑ No 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 MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION Contract No. 7183-2 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. 7183-2 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: 03/20/2019 Date 714-637-1550 I 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 Bidder's 'Autl0brized Signature and Title STEVE NDOZA,SECRETARY 15505 E. LINCOLN AVENUE, ORANGE. CA 92865 Bidder's Address stevemendozair rjnoblecoiiipany.coni City of Newport Beach Page 1 MacArthur Boulevard and University Drive Pavement Rehabilitation (C-7183-2), bidding on March 20, 2019 10:00 AM Printed 03/20/2019 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 jenniferdeiongh@rjnoblecompany.com Vendor Type CADIR License # 782908 CADIR 1000004235 Bid Detail Bid Format Electronic Submitted March 20, 2019 9:46:40 AM (Pacific) Delivery Method Bid Responsive Bid Status Submitted Confirmation # 169978 Ranking 0 Respondee Comment Buyer Comment Attachments File Title File Name File Type Bid Submittal C 7183 2 RJ NOBLE CO Bid Submittal C 7183 2 RJ NOBLE CO001.pdf General Attachment Line Items Type Item Code UOM Qty Unit Price Line Total Comment Main Bid 1 Mobilization and Demobilization LS 1 $174,000.00 $174,000.00 2 Surveying Services LS 1 $20,000.00 $20,000.00 3 Traffic Control LS 1 $60,000.00 $60,000.00 4 Clearing and Grubbing LS 1 $7,950.00 $7,950.00 5 Crack Seal LS 1 $22,260.00 $22,260.00 PlanetBids, Inc. City of Newport Beach Page 2 MacArthur Boulevard and University Drive Pavement Rehabilitation (C-7183-2), bidding on March 20, 2019 10:00 AM Printed 03/20/2019 Bid Results Type Item Code UOM Qty Unit Price Line Total Comment 6 Cold Mill Existing Pavement 3-Inches SF 186900 $0.24 $44,856.00 7 Cold Mill Existing Pavement 3.5-Inches SF 533200 $0.27 $143,964.00 8 Cold Mill Existing Pavement 9-Inches SF 11600 $1.18 $13,688.00 9 Construct AC Base Course Ton 510 $78.00 $39,780.00 10 Construct AC Leveling Course Ton 6600 $78.50 $518,100.00 11 Construct ARHM Pavement Finish Course Ton 9000 $87.00 $783,000.00 12 Construct Fiber Reinforced ARHM Pavement Finish Course Ton 680 $118.00 $80,240.00 13 Furnish and Install Truncated Dome Tiles on Existing Access Ramp EA 3 $1,015.00 $3,045.00 14 Remove Existing and Construct PCC Curb Access Ramp EA 18 $5,275.00 $94,950.00 15 Remove Existing and Construct PCC Sidewalk SF 10500 $8.50 $89,250.00 16 Remove Existing and Construct PCC Commercial Driveway Apporach SF 630 $17.75 $11,182.50 17 Remove Existing and Construct PCC Bus Pad Pavement SF 135 $21.50 $2,902.50 18 Remove Existing and Construct PCC Curb LF 30 $58.70 $1,761.00 19 Remove Existing and Construct PCC Curb and Gutter LF 110 $97.00 $10,670.00 20 Remove Existing and Install New IRWD Domestic Water Valve Box and Cover to Grade EA 2 $1,122.50 $2,245.00 21 Remove Existing and Install New IRWD Recycled Water Valve Box and Cover to Grade EA 6 $1,122.50 $6,735.00 PlanetBids, Inc. City of Newport Beach Page 3 MacArthur Boulevard and University Drive Pavement Rehabilitation (C-7183-2), bidding on March 20, 2019 10:00 AM Printed 03/20/2019 Bid Results Type Item Code UOM Qty Unit Price Line Total Comment 22 Remove Existing and Install New City of Newport Beach (CNB) Water Valve Box and Cover to Grade EA 6 $1,175.50 $7,053.00 23 Remove Existing and Install New MWD Water Valve Box and Cover to Grade EA 1 $1,175.50 $1,175.50 24 Adjust MWD Water Manhole Frame and Cover to Grade EA 1 $1,122.50 $1,122.50 25 Adjust IRWD Sewer Manhole Frame and Cover to Grade EA 4 $1,149.00 $4,596.00 26 Adjust Storm Drain Manhole Frame and Cover to Grade EA 16 $1,149.00 $18,384.00 27 Remove Existing and Install New Traffic Signal Pull Box and Cover to Grade EA 2 $795.00 $1,590.00 28 Remove Existing and Replace Traffic Signal Detector Loop EA 196 $230.00 $45,080.00 29 Signing and Striping LS 1 $105,000.00 $105,000.00 30 Provide As -Built Plans LS 1 $5,000.00 $5,000.00 Subtotal $2,319,580.00 Total $2,319,580.00 Subcontractors Name & Address Description License Num CADIR Amount Type CL Surveying and Mapping survey 8231 1000007166 $15,000.00 1269 Pomona Road, Suite 108 Corona, CA 92882 Corona, CA 92882 United States EBS GENERAL concrete 720016 1000005295 $185,750.00 CADIR ENGINEERING INC 1320 E SIXTH ST, STE 100 CORONA, CA 92879 United States BC Traffic Specialist signage & striping 877686 1000005503 $87,750.00 638 W Southern Ave Orange, CA 92865 United States SMITHSON ELECTRIC INC loops 614518 1000001610 $42,140.00 1938 E KATELLA AVE ORANGE, CA 92667 United States PlanetBids, Inc. CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT INDEX FOR SPECIAL PROVISIONS MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION PROJECT CONTRACT NO. 7183-2 IJP►.if�JLJ.f'ALffU.til%�9[�_IJJAI SECTION 1— TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE, AND SYMBOLS 1-2 TERMS AND DEFINITIONS SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-1 AWARD AND EXECUTION OF THE CONTRACT 2-5 PLANS AND SPECIFICATIONS 2-5.2 Precedence of Contract Documents 2-6 WORK TO BE DONE 2-7 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 4-1.1 General 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 SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK 6-1.1 Construction Schedule 6-7 TIME OF COMPLETION 6-7.1 General 6-7.4 Sequence of Construction 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6-9 LIQUIDATED DAMAGES 1 1 1 2 2 2 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 5 5 5 5 5 5 6 6 6 7 7 8 9 10 SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 10 7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES 10 7-1.2 Temporary Utility Services 10 7-2 LABOR 10 7-2.2 Prevailing Wages 10 7-5 PERMITS 11 7-7 COOPERATION AND COLLATERAL WORK 11 7-8 WORK SITE MAINTENANCE 12 7-8.1 General 12 7-8.4 Storage of Equipment and Materials 12 7-8.4.2 Storage in Public Streets 12 7-8.6 Water Pollution Control 12 7-8.6.2 Best Management Practices (BMPs) 12 7-10 SAFETY 13 7-10.3 Haul Routes 13 7-10.4 Safety 13 7-10.4.1 Work Site Safety 13 7-10.5 Security and Protective Devices 13 7-10.5.3 Steel Plate Covers 13 SECTION 9 - MEASUREMENT AND PAYMENT 13 9-2 LUMP SUM WORK 13 9-3 PAYMENT 14 9-3.1 General 14 9-3.2 Partial and Final Payment. 19 PART 2 - CONSTRUCTION MATERIALS 19 SECTION 200 — ROCK MATERIALS 19 200-2 UNTREATED BASE MATERIALS 19 200-2.1 General 19 SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 19 201-1 PORTLAND CEMENT CONCRETE 19 201-1.1 Requirements 19 201-1.1.2 Concrete Specified by Class and Alternate Class 20 201-2 REINFORCEMENT FOR CONCRETE 20 201-2.2 Steel Reinforcement 20 201-2.2.1 Reinforcing Steel 20 SECTION 203 — BITUMINOUS MATERIALS 20 203-6 ASPHALT CONCRETE 20 203-6.5 Type III Asphalt Concrete Mixtures 20 203-11 ASPHALT RUBBER HOT MIX (ARHM) 20 203-11.3 Composition and Grading 20 203-16 FIBER REINFORCED ASPHALT RUBBER HOT MIX 20 203-16.1 General 20 203-16.2 Materials and Performance 22 203-16.3 Delivery, Storage and Handling 24 203-16.4 Mixing and Production 24 203-16.5 Quality Control 25 SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 25 212-4 VALVE ACTUATORS, EXTENSIONS, AND VALVE BOXES 25 212-4.2 Valve Operators for Buried or Submerged Valves 25 212-4.2.3 Valve Cans and Covers for Buried Valves 25 SECTION 214—TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS 26 214-4 PAINT FOR STRIPING AND MARKINGS 26 214-4.1 General 26 214-6 PAVEMENT MARKERS 26 214-6.3 Non -Reflective Pavement Markers 26 214-6.3.1 General 26 214-6.4 Retroreflective Pavement Markers 26 214-6.4.1 General 26 SECTION 215 - TRAFFIC SIGNS 26 PART 3 - CONSTRUCTION METHODS 27 SECTION 300 - EARTHWORK 27 300-1 CLEARING AND GRUBBING 27 300-1.3 Removal and Disposal of Materials 27 300-1.3.1 General 27 300-1.3.2 Requirements 27 SECTION 302 - ROADWAY SURFACING 28 302-5 ASPHALT CONCRETE PAVEMENT 28 302-5.1 General 28 302-5.8 Manholes (and Other Structures) 28 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 28 302-6.7 Traffic and Use Provisions 28 302-14 FIBER REINFORCED ASPHALT RUBBER HOT MIX 29 302-14.1 Placement 29 SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION 29 303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS 29 303-5.1 Requirements 29 303-5.1.1 General 29 303-5.5 Finishing 29 303-5.5.2 Curb 29 303-5.5.4 Gutter 29 303-7 COLORED CONCRETE 30 303-7.1 General 30 SECTION 314—TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS, AND PAVEMENT MARKERS 30 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS 30 314-4.1 General 30 314-4.2 Control of Alignment and Layout 30 314-4.2.1 General 30 314-4.4 Thermoplastic Traffic Striping and Pavement Markings 30 314-4.4.1 General 30 314-4.4.2 Surface Preparation 31 314-5 PAVEMENT MARKERS 31 314-5.1 General 31 SECTION 315 - TRAFFIC SIGN INSTALLATION 31 PART 6 — TEMPORARY TRAFFIC CONTROL 31 SECTION 600 - ACCESS 31 600-1 GENERAL 31 600-2 VEHICULAR ACCESS 32 600-3 PEDESTRIAN ACCESS 32 SECTION 601— WORK AREA TRAFFIC CONTROL 32 601-1 GENERAL 32 601-2 TRAFFIC CONTROL PLAN (TCP) 33 rJA►ar►��Ir.lr�r�:rr�.���-►.�vIr.��►��r�rr�.�r_-►���c�►r�i��� SECTION 701— CONSTRUCTION 33 701-17 TRAFFIC SIGNAL CONSTRUCTION 33 701-17.6 Detectors 34 701-17.6.3 Inductive Loop Detectors 34 PART 8 - LANDSCAPING AND IRRIGATION 34 SECTION 800 - MATERIALS 34 800-1 LANDSCAPING MATERIALS 34 800-1.1 Topsoil 34 800-1.1.1 General 34 SECTION 801 - INSTALLATION 34 801-1 GENERAL 34 APPENDIX A: GEOTECHNICAL REPORTS 36 APPENDIX 8: IRVINE RANCH WATER DISTRICT STANDARD DRAWINGS S-1 AND W-22 AND PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS 37 APPENDIX C: PROJECT PHASING AND SEQUENCING EXHIBIT 38 APPENDIX D: CITY OF NEWPORT BEACH DRAWING STD -923 -L-A, STD -923-L-8 AND STD 924-L 39 APPENDIX E: TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED TO CALTRANS FOR ENCROACHMENT PERMIT APPLICATION 40 APPENDIX F: CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGN C48 (CA) 41 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SPECIAL PROVISIONS MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENTz��s REHABILITATION PROJECT CONTRACT NO. 7183-1 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 -6081-S); (3) the City's Design Criteria Standard Special Provisions and Standard Drawings for Public Works Construction, (2004 Edition), including Supplements; (4) Standard Specifications for Public Works Construction (2015 Edition) including supplements; (5) State of California Standard Plans and Standard Specifications (2010 Edition) including supplements. The City's Design Criteria Standard Special Provisions and Standard Drawings for Public Works Construction are available at the following website: http://www. newportbeachca.gov/government/departments/public-works/resources Copies of the Standard Specifications for Public Works Construction may be purchased online at www. bnibooks. coml roductslstandard-s ecifications-public-works-construction or call 888-BNI BOOK (888-264-2665). Copies of the State of California Standard Plans and Standard Specifications may be found online at httpalppmoe.dot.ca.covldesloelconstruction-contract-standards.html. 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 41 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. 2-6 WORK TO BE DONE The work necessary for the completion of this contract consists of mobilization and demobilization; distribution of construction notices to existing businesses and residents; best management practices (BMP); traffic control and detour plan implementation; construction staking, survey monument restoration, and survey monument adjustments; utility company coordination and utility verification; removal of existing roadway, sidewalk, curb and gutter, access ramps, concrete pavement bus pad, and driveways; cold milling of existing asphalt pavement roadway; subgrade preparation; construction of asphalt concrete (AC) pavement, asphalt rubberized hot -mix (ARHM) pavement, fiber reinforced ARHM pavement, local pavement section repairs, PCC sidewalks, PCC curb and gutter, PCC access ramps, truncated domes, PCC driveways, PCC median curbs, and PCC pavement for bus pad; utility relocations and adjustments; traffic signal and traffic signage improvements; pavement striping and marking improvements; as -built plan preparation; and all other work required by the contract documents. 2-7 SUBSURFACE DATA Add to this section, "The following reports have been prepared for the City of Newport Beach and are attached as Appendix A for the Contractor's reference. 1. "Structural Pavement Investigation Report for MacArthur Boulevard From Ford Road/Bonita Canyon Drive to SR -73 (City Limits)" prepared by LaBelle Marvin and dated April 19, 2018. (Project No. 43164). 2. "Structural Pavement Investigation Report for University Drive From Jamboree Road to City Limits (SR -73)" prepared by LaBelle Marvin and dated April 17, 2018. (Project No. 43164). 2-9 SURVEYING 2-9.1 Permanent Survey Markers Page 2 of 41 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 Forkert Engineering and Surveying and can be contacted at (714) 963-6793. 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 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 Page 3 of 41 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 as compensation for bonding. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP 4-1.1 General This project is part of the CalRecycle Rubberized Pavement Grant Program. The Contractor shall complete and submit to the Engineer the following document prior to commencement of the work: 1. Reliable Contractor Declaration form (CalRecycle 168). The Contractor shall also be responsible for completing and submitting to the Engineer the following documents immediately following the completion of the work: 1. Rubberized Pavement Certification form (CalRecycle 739 -TRP). 2. Supporting documentation that validates only California -generated waste tires were used for this project and that the waste tires were processed in California. The supporting documentation may be in the form of either a: a. Certificate of Origin (if completed by a California Processor); or b. Bill of Lading and Manifest (for non -California processors). All CalRecycle forms will be provided to the Contractor by the Engineer. 4-1.3 Inspection Requirements Page 4 of 41 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 material. 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 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 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 Page 5 of 41 covered. Upon completion of paving operation, manholes shall be permanently adjusted to finish grade. The Contractor shall replace to finish grade all Irvine Ranch Water District (IRWD) domestic water and recycled water valve boxes and covers which are affected by the work with new water boxes and covers. IRWD will provide the new valve boxes and covers at no cost to the Contractor. Contractor shall be responsible for coordinating with IRWD to procure new valve boxes. For all IRWD utilities affected by the work, the Contractor shall refer to IRWD's Standard Drawings S-1 and W-22, in conjunction with all general notes for domestic water, sewer, and recycled water found in the Procedural Guidelines and General Design Requirements included in Appendix B. https://www. irwd.com/images/pdf/doing- business/engineering/Procedural Guidelines and General Design Requirements - July 2016 Final.pdf The Contractor shall replace to finish grade all Mesa Water District (MWD) water valve boxes and covers which are affected by the work with new valve boxes and covers. MWD manhole frame and covers shall be adjusted to grade. 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. 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. Page 6 of 41 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. 6-7 TIME OF COMPLETION 6-7.1 General The Contractor shall complete all work under the Contract within 80 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. The majority of this contract shall be completed at night. Nighttime working hours are described below. Daytime working hours are limited to 7:00 a.m. to 4:30 p.m., Monday through Friday. The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work site, storage sites, staging areas, etc., outside of the working hours. Should the Contractor elect to work outside 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 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. Night work locations are as follows: 1. University Drive from Bonita Creek Bridge to the easterly project limit 2. MacArthur Boulevard from Bonita Canyon Road/Ford Road to the northerly project limit (i.e. all of MacArthur Boulevard) Pavement striping may be completed at night to minimize disruption to the community. The following requirements shall apply for night work: A. Night work hours are limited to 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 for locations not listed above. 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: Page 7 of 41 1. January 1 st (New Year's Day) 2. Third Monday in January (Martin Luther King Day) 3. Third Monday in February (President's Day) 4. Last Monday in May (Memorial Day) 5. July 4th (Independence Day) 6. First Monday in September (Labor Day) 7. November 11th (Veterans Day) 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. Add the following Section 6-7.4 Sequence of Construction: 6-7.4 Sequence of Construction Project shall be sequenced as follows: Project shall be phased in accordance with this section and the exhibit shown in Appendix C. The project has been divided and sequenced to minimize impacts to the community. All grinding and paving operations for University Drive shall be completed before mobilizing to MacArthur Boulevard for grinding and paving. All sidewalk, curb and gutter, curb access ramp, driveway and bus pad work along University Drive and MacArthur Boulevard shall be completed prior to beginning grinding and paving operation. For University Drive, the limits and sequence for all grinding and paving work are described below: Night Work: 1. Night 1: Easterly project limit to Station 26+25 - Cold milling and placing 1 -inch (minimum) level course 2. Night 2: Easterly project limit to Station 26+25 - Placing 2 -inch ARHM finish course Day Work: 3. Day 3: Station 23+76 to Station 16+59 - Cold milling and placing 1 -inch (minimum) level course and 7 -inch AC base course (digout) 4. Day 4: Station 16+59 to Station 10+60 - Cold milling and placing 1 -inch (minimum) level course and 7 -inch AC base course (digout) Page 8 of 41 5. Day 5: Station 23+76 to Station 16+59 - Placing 2 -inch ARHM finish course 6. Day 6: Station 16+59 to Station 10+60 - Placing 2 -inch fiber reinforced ARHM finish course For MacArthur Boulevard, the limits and sequence for all grinding and paving work are described below: Night Work: 1. Night 1: Station 151+75 to Station 144+61 - Cold milling and placing 1.5 -inch (minimum) level course 2. Night 2: Station 144+61 to Station 139+76 - Cold milling and placing 1.5 -inch (minimum) level course 3. Night 3: Station 139+76 to Station 132+90 - Cold milling and placing 1.5 -inch (minimum) level course 4. Night 4: Station 132+90 to Station 126+64 - Cold milling and placing 1.5 -inch (minimum) level course 5. Night 5: Station 126+64 to Station 118+44 - Cold milling and placing 1.5 -inch (minimum) level course 6. Night 6: Station 118+44 to Station 111+87 - Cold milling and placing 1.5 -inch (minimum) level course 7. Night 7: Station 151+44 to Station 144+61 - Placing 2 -inch ARHM finish course 8. Night 8: Station 144+61 to Station 139+76 - Placing 2 -inch ARHM finish course 9. Night 9: Station 139+76 to Station 132+90 - Placing 2 -inch ARHM finish course 10. Night 10: Station 132+90 to Station 126+64 - Placing 2 -inch ARHM finish course 11. Night 11: Station 126+64 to Station 118+44 - Placing 2 -inch ARHM finish course 12. Night 12: Station 118+44 to Station 111+87 - Placing 2 -inch ARHM finish course The limits of work for each working day or night shall only extend as far as both cold milling and placement of the leveling course can be completed. No pavement shall be left cold milled at the end of the work day or night. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY Prior to acceptance of work, the Contractor shall submit a full size set of plans with as - built markups 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. Page 9 of 41 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 liquidated damages associated with the overall contract days, an additional liquidated damage of $5,000 per day will be assessed daily for not removing all traffic control devices and opening the road to vehicles by the specified time at the end of each work day or night as described in Section 6-7.1. 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 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 $973.00 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 Page 10 of 41 In accordance with California Labor Code Section 1720.9, hauling and delivery of ready -mixed concrete for public works contracts are subject to prevailing wages. 7-5 PERMITS The City has submitted an encroachment permit application (Parent Permit) to the California Department of Transportation (Caltrans) for all work and traffic control associated with this Contract located within the State Right -of -Way. The Caltrans Parent Permit application also includes SR -73 ramp closures at MacArthur Boulevard on- and off- ramps and the SR -73 off -ramp closure at University Drive. The traffic control and detour plans prepared and submitted to Caltrans by the City as part of the permit application are included in Appendix E. It is anticipated that the traffic control plans and detour plans included in Appendix E will be approved by Caltrans. Should any revisions to the submitted traffic control and detour plans be required by Caltrans during this Contract's bidding process, revised traffic control and detour plans will be provided as an addendum. A copy of the Parent Permit and Caltrans -approved traffic control and detour plans will be supplied to the Contractor prior to the start of work. The Contractor shall be responsible for obtaining a Double Permit under the City's Parent Permit from Caltrans prior to starting work and abiding by all terms and conditions of the encroachment permit. The Contractor shall be responsible for all fees and costs associated with the Double Permit. Caltrans' fee for the Double Permit is $5,500 plus a $500 deposit. Obtaining the Double Permit from Caltrans shall in no way relieve the Contractor of completing the Contract within the time prescribed in Section 6-7. The Contractor must keep copies of both the City's and the Contractor's encroachment permits from Caltrans on site at all times. The Contractor shall complete and apply for an engineering permit from the City of Irvine for the Caltrans -approved traffic control and detours that will encroach into the City of Irvine's limits. The City of Irvine's fee for the engineering permit is $1,200. Payment for the engineering permit from the City of Irvine shall be included as part of the Mobilization and Demobilization bid item per Section 9-3 of these Special Provisions. 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 Page 11 of 41 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 In addition to the required motorized street sweepers following the cold milling machine as described in Section 302-1.7 of the Standard Specifications for Public Works Construction, the Contractor shall provide two (2) additional motorized 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 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 Page 12 of 41 costs plus 15 percent. The Contractor may also receive a separate administrative citation per Section 14.36.030 of the City's Municipal Code. As part of the City's Parent Permit and the Contractor's Double Permit from Caltrans, per Section 7-5, the Contractor shall also be responsible for implementing the Caltrans - approved Water Pollution Control Program (WPCP) report and plans for work in the State Right -of -Way. The approved WPCP report and plans will be provided to the Contractor prior to the start of work. Implementation of the Caltrans -approved WPCP plans shall be included in the Mobilization and Demobilization bit item. Preparation and implementation of the BMP plan shall be included in the Mobilization and Demobilization bid item. 7-10 SAFETY 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. Page 13 of 41 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. 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, insurance and financing, procuring the Caltrans Double Permit including paying for the permit fee and deposit, procuring an engineering permit from the City of Irvine including paying for the permit fee, providing all CalRecycle documents per Section 4-1 of these Special Provisions, procuring and installing a construction project funding identification sign for Senate Bill 1 (SB1) funding per Section 215, establishing a material and equipment storage location, documenting existing conditions, multiple mobilization and demobilization to adhere to the time of completion and construction sequence as described in Section 6-7, implementing the Caltrans -approved WPCP plan, 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 per Section 600-1, preparing traffic control plans for the work limits not included under the City's encroachment permit from Caltrans as described in Section 7-5, providing the traffic control required by the project and Caltrans including, but not limited to, signs, cones, barricades, flashing arrow boards, K -rails, temporary striping, and flag persons. This item includes providing seven (7) Changeable Message Signs (CMS) for the duration of the Contract and updating messages on the CMS as requested by the Engineer. This item also includes Page 14 of 41 furnishing all labor, tools, equipment and materials necessary to comply with the approved Traffic Control and Detour plans as approved by Caltrans, the California Manual on Uniform Traffic Control Devices (CA MUTCD), the W.A.T.C.H. Manual, latest edition, and City requirements. 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 Crack Seal: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for routing out cracks wider than '/4", applying a soil sterilizer, crack sealing the existing asphalt roadway with a hot -applied crack sealant, and all other work items as required to complete the work in place. Item No. 6 Cold Mill Existing Pavement 3 -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, providing additional motorized street sweepers per Section 7-8.1, removal and disposal of pavement fabric if encountered, 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 Cold Mill Existing Pavement 3.5 -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, providing additional motorized street sweepers per section 7-8.1, removal and disposal of pavement fabric if encountered, 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. 8 Cold Mill Existing Pavement 9 -Inches: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for potholing the Southern California Gas Company's 4 -inch gas main and 12 -inch high pressure gas main on University Drive, cold milling the asphalt concrete pavement, providing additional motorized street sweepers per Section 7-8.1, removal and disposal of pavement fabric if encountered, 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. 9 Construct AC Base Course: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying a tack coat, placing, spreading and compacting the asphalt concrete base course and all other work items as required to complete the work in place. Item No. 10 Construct AC Leveling Course: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying a tack coat, placing, spreading and compacting the variable depth asphalt concrete leveling course and all other work items as required to complete the work in place. Page 15 of 41 Item No. 11 Construct Asphalt Rubberized Hot Mix (ARHM) Pavement Finish Course: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying a tack coat, spreading and compacting the asphalt rubberized hot mix concrete finish course and all other work items as required to complete the work in place. Item No. 12 Construct Fiber Reinforced ARHM Pavement Finish Course: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for applying a tack coat, spreading and compacting the fiber reinforced ARHM finish course and all other work items as required to complete the work in place. Item No. 13 Furnish and Install Truncated Dome Tiles on Existing Access Ramp: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing or disposing of any existing truncated dome mat or tiles and concrete, preparing the existing access ramp surface for installation of the new truncated dome tiles per CNB DWG STD -181, restoring 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 PCC Curb Access Ramp: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing concrete sidewalk or access ramps and curb and gutter, grading and compacting subgrade, constructing concrete access ramps per CNB DWG STD -181, constructing asphalt concrete slot paving adjacent to access ramp, constructing adjacent sidewalk and curb and gutter, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 15 Remove Existing and Construct PCC Sidewalk: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing sidewalk or driveway approach, grading and compacting subgrade, constructing concrete sidewalk per CNB DWG STD -180-L, installing expansion joint material, constructing weakened plane joints, restoring 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 PCC Commercial Driveway Approach: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing, hauling and disposing all existing improvements (concrete, asphalt concrete and base material, etc.) required to construct the new driveway approach and adjacent asphalt pavement, placing and compacting crushed aggregate base, constructing concrete driveway approach per CNB DWG STD -160 -L-A, constructing asphalt concrete slot paving adjacent to driveway, restoring 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 PCC Bus Pad Pavement: Work under this item shall include, but not be limited to, all labor, tools, equipment and Page 16 of 41 material costs for removing, hauling and disposing all existing improvements (concrete, asphalt concrete, and base material, etc.) required to construct the new bus pad and adjacent asphalt pavement, placing and compacting crushed miscellaneous base (importing if necessary), doweling, constructing concrete pavement for bus pad per SSPWC STD 131-2, constructing asphalt concrete slot paving adjacent to bus pad, sawcutting, restoring 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 PCC Curb: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing concrete curb or curb and gutter, grading and compacting subgrade, constructing concrete curb (6 -inch or variable height curb face) per CNB DWG STD -182-L, constructing asphalt concrete slot paving adjacent to curb, restoring 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 PCC Curb and Gutter: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing concrete curb and gutter, grading and compacting subgrade, reconstructing existing curb openings and curb drains, constructing concrete curb and gutter per CNB DWG STD -182-L, constructing asphalt concrete slot paving adjacent to the curb and gutter, re -chiseling the curb face for existing underground utilities, restoring 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 Install New IRWD Domestic Water Valve Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing IRWD water valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, installing a new water valve box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. New water valve box and cover will be provided by IRWD per Section 5-4 of these Special Provisions. Item No. 21 Remove Existing and Install New IRWD Recycled Water Valve Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing IRWD water valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, installing a new water valve box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. New water valve box and cover will be provided by IRWD per Section 5-4 of these Special Provisions. Item No. 22 Remove Existing and Install New City of Newport Beach (CNB) Water Valve Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing CNB water valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, furnishing and installing a new water valve box and cover Page 17 of 41 to grade, restoring 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 Install New MWD Water Valve Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing and disposing the existing MWD water valve box and cover, temporarily lowering and/or covering the valve to facilitate paving operation, furnishing and installing a new water valve box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 24 Adjust MWD Water Manhole Frame and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing MWD water manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 25 Adjust IRWD Sewer Manhole Frame and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing IRWD sewer manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 26 Adjust Storm Drain Manhole Frame and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing storm drain manhole frame and cover, temporarily lowering and/or covering the manhole to facilitate paving operation, reinstalling existing manhole frame and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 27 Remove Existing and Install New Traffic Signal Pull Box and Cover to Grade: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing traffic pullbox and cover, installing new traffic signal pull box and cover to grade, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 28 Remove Existing and Replace Traffic Signal Detector Loop: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing the existing traffic signal detector loop, protecting existing traffic signal equipment, installing new traffic signal detector loops (all types) per CNB DWG STD -923 -L-A and STD -923 -L -B, splicing and re -pulling of wires, restoring all Page 18 of 41 existing improvements impacted or damaged by the work, and all other work items as required to complete the work in place. Item No. 29 Signing and Striping: Work under this item shall include, but not be limited to, all labor, tools, equipment and material costs for removing existing pavement striping, markings and markers, removing and salvaging to the City Yard or removing and disposing or removing and relocating street signs, or sign panels, and posts, installing pavement striping, markings, markers and multiple temporary striping to maintain traffic at all times, installing street signs, sign panels, and posts, restoring all existing improvements damaged by the work, and all other work items as required to complete the work in place. Item No. 30 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 determined for this bid item. The intent of this pre-set amount is to emphasize to the Contractor the importance of as -built drawings. 9-3.2 Partial and Final Payment. From each progress payment, five (5) percent will be retained by the City, and the remainder less the amount of all previous payments will be paid. Partial payments for mobilization and traffic control shall be made in accordance with Section 10264 of the California Public Contract Code. PART 2 - CONSTRUCTION MATERIALS SECTION 200 — ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General Crushed Miscellaneous Base (CMB) shall be used as the untreated base material unless shown otherwise on the plans. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE 201-1.1 Requirements Page 19 of 41 201-1.1.2 Concrete Specified by Class and Alternate Class Portland cement concrete shall be Class 560-C-3250 unless shown otherwise on the plans. 201-2 REINFORCEMENT FOR CONCRETE 201-2.2 Steel Reinforcement 201-2.2.1 Reinforcing Steel Reinforcing steel shall be Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on the plans. SECTION 203 — BITUMINOUS MATERIALS 203-6 ASPHALT CONCRETE 203-6.5 Type III Asphalt Concrete Mixtures Asphalt concrete finish course and leveling course shall be Type III -C3 -PG 64-10 (20% max RAP). Asphalt concrete base course shall be Type III -B2 -PG 64-10 (20% max 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. The Contractor shall submit a mix design to the City for review and approval at the time of the pre -construction meeting. Add Section 203-16 FIBER REINFORCED ASPHALT RUBBER HOT MIX 203-16 FIBER REINFORCED ASPHALT RUBBER HOT MIX 203-16.1 General The following list of terms and definitions shall be used: 1. Reinforcing Fibers: High tensile strength aramid fiber blend specially formulated to reinforce hot mix asphalt. 2. Fiber Reinforced Asphalt Concrete (FRAC): A mixture of hot or warm mix asphalt and reinforcing fibers that has greater resistance to rutting, thermal cracking, Page 20 of 41 fatigue cracking, and reflective cracking as compared to conventional non -fiber asphalt mixes. 3. Fiber Reinforced Asphalt Rubber Hot Mix (FR-ARHM): A mixture of rubberized asphalt and reinforcing fibers that has greater resistance to rutting, thermal cracking, fatigue cracking, and reflective cracking as compared to non -fiber rubberized asphalt mixes. 4. Aramid Dispersion State Ratio (ADSR): A measure of the dispersion efficiency of the Reinforcing Fibers within asphalt mixes. ADSR is calculated by comparing the mass of aramid in the individual state to the total mass of extracted aramid fibers, expressed as a percentage. The Contractor shall submit the following as part of the bid package: a. Representative fiber product sample. b. Fiber product data sheet and certification from the Manufacturer that the fiber product supplied meets the requirements of this specification. c. Manufacturer's instructions and general recommendations. d. Performance results of ADSR testing from a minimum of three separate laboratory trials to validate Dispersion Efficiency. e. Performance results of PCI testing from a minimum of three separate field trials to validate Cracking Resistance. f. Performance results of FN testing from a minimum of three separate laboratory trials to validate Rutting Resistance. g. A minimum of five unique project examples and references where the reinforcing fiber product was used within 250 miles of the project location. "NOTE: Testing is NOT required on samples from the job mix, submit previously completed lab testing only. The following is a list of references: 1. ASTM D2172, Standard Test Methods for Quantitative Extraction of Bitumen from Bituminous Paving Mixtures. 2. ASTM D6433, Standard Practice for Roads and Parking Lots Pavement Condition Index Surveys. 3. AASHTO T322, Determining the Creep Compliance and Strength of Hot -Mix Asphalt (HMA) Using the Indirect Tensile Test Device. 4. AASHTO TP79, Standard Method of Test for Determining the Dynamic Modulus and Flow Number (FN) for Asphalt Mixtures Using the Asphalt Mixture Performance Tester. Page 21 of 41 5. Zeiada, W., Underwood, S., Stempihar, J., "Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete — Special Test Method", Arizona State University, May 11, 2016. 203-16.2 Materials and Performance 1. Reinforcing Fiber Properties: a. Provide a reinforcing fiber blend of Virgin Polyolefins and Virgin Aramids that meets the requirements in Table 1 and Table 2 below. TahIP 1 Reinforcing Fiber Material Properties Property Test Method Polyolefin Aramid Form Manufacturer Serrated Monofilament Aramid Certification Dispersion Nominal Specific ASTM D276 0.91 1.44 Gravity ASTM D2172 Tensile Strength (psi) ASTM NA' 400,000 D7269 > 12 PCI Point Field Performance Length (in) Manufacturer 0.75 0.75 Condition Index Certification Minimum 4 1 Polyolefin fibers will melt or become plastically deformed during production. Tahla 7 Reinforcing Fiber Performance Properties Performance Test Method Standard Requirement Measure Aramid Dispersion Dispersion Modified > 85% Efficiency State Ratio ASTM D2172 (ADSR) > 12 PCI Point Field Performance Pavement ASTM D6433 Increase, Cracking Resistance Condition Index Minimum 4 Years Resistance to Permanent Flow Number AASTHO >_ 35% Deformation (FN) TP79 increase (Rutting) b. FORTA-FI°, provided by the Forta Corporation, is an acceptable product and meets the performance and material properties outlined in this section. Page 22 of 41 c. If a different aramid-based fiber blend is proposed, performance test results complying with Section D.2 below must be submitted at least two weeks prior to bid date for approval by engineer. d. Non-aramid fiber blends will not be considered as acceptable alternatives to this specification. 2. Performance Testing Requirements: All historical test results submitted to validate the fiber's performance in asphalt mixes shall be from previously completed laboratory and field trials using plant -mixed FRAC only. Testing is NOT required on samples from the job mix. Fiber dosage rate in all submitted test reports must be equal to the rate proposed for this project. Only testing performed by an AASHTO accredited laboratory or nationally recognized university testing lab will be considered. a. Aramid Dispersion State Ratio (ADSR) Tests from a minimum of three (3) separate laboratory trials. i. Perform ASDR text based on modified ASTM D2172 procedures as provided in the document entitled "Extraction of Aramid Fibers from Fiber Reinforced Asphalt Concrete — Special Test Method." A copy of the modified extraction methodology can be obtained by making an inquiry to the Pavement and Materials Laboratory at Arizona State University at NCE anasu.edu. ii. To validate ADSR results, average extracted aramid fiber quantity must equal 0.007 percent by total sample weight with no individual result less than 0.005 percent of total sample weight. iii. All tested fiber mixes must achieve a minimum ADSR of 85 percent. b. Pavement Condition Index (PCI) side-by-side comparison from a minimum of three (3) field trials with a minimum in-service pavement age of four years. i. PCI surveys shall be performed according to ASTM D6433. ii. Test results shall include a control and a fiber reinforced pavement section. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the Project. iii. In field performance sections shall be subject to the same environmental and traffic conditions. A minimum surface area of 500 yd2 per FRAC and control section is required. iv. PCI results from fiber sections shall show a minimum of 12 PCI points greater than the control section after a minimum of four years. c. Flow Number (FN) Tests from a minimum of three (3) separate laboratory trials. i. Perform FN tests using the protocol from AASHTO TP79. Page 23 of 41 ii. Test results shall include a control and a fiber reinforced mix. FRAC mix shall be identical to control mix except for the inclusion of fibers added at the same dosage as proposed on the Project. iii. Results from fiber specimens shall each show an average FN increase of at least 35 percent over control specimens. 203-16.3 Delivery, Storage and Handling 1. Deliver fiber -reinforcement in sealed, undamaged containers with labels intact and legible, indicating material name and lot number. 2. Deliver fiber -reinforcement to location where it will be added to each batch or loaded into the mixer. 3. Store materials covered and off the ground. Keep sand and dust out of boxes and do not allow boxes to become wet. 203-16.4 Mixing and Production 1. Add aramid and polyolefin reinforcing fiber blends at a dosage rate of one (1) pound fiber per one (1) ton of asphalt. 2. Add alternative aramid fiber blends at a rate proposed by the manufacturer that achieves the ADSR, IDT, and FN results required by Section D. 3. Have a fiber manufacturer's representative on site during mixing and production. This requirement can be waived if fiber manufacturer and asphalt producer can supply evidence of manufacturer's brand of fiber being successfully produced a minimum of three times at the asphalt plant to be used for the project. 4. Batch Plant. When a batch plant is used, add fiber to the aggregate in the weigh hopper and increase both dry and wet mixing times. Ensure that the fiber is uniformly distributed before the injection of asphalt cement into the mixture. a. Inject fibers through the RAP collar manually or by feeding them with a metered air blown system to promote rapid and complete fiber dispersion. Rate the feeding of fibers with the rate the plant is producing asphalt mix. If there is any evidence of fiber bundles at the discharge chute, increase the mixing time and/or temperature or change the angle of the fiber feeder line to increase dry mixing time. b. Add fibers continuously and in a steady uniform manner. Provide automated proportioning devices and control delivery within ±10% of the mass of the fibers required. Perform an equipment calibration to the satisfaction of the fiber manufacturer's representative to show that the fiber is being accurately metered and uniformly distributed into the mix. Include the following with the air blown system: • Low level indicators • No -flow indicators • A printout of feed rate status in pounds/minute Page 24 of 41 A section of transparent pipe in the fiber supply line for observing consistency of flow or feed Manufacturer's representative's approval of fiber addition system 203-16.5 Quality Control 1. Aramid Dispersion Visual Test: Collect a 10kg sample of mix from the discharge chute during first 50 tons of production. Visually assess the state of aramid fibers in the sample according to Reference 4 (Section B of this specification) and rate the sample as "Pass" or "Fail". a. "Pass" = All fibers exist in an Individual State and no Undistributed Clips or Agitated Bundles of fiber are detected. b. "Fail" = One or more Undistributed Clips or Agitated Bundles are detected. 2. If a sample is rated as "Fail", adjust mixing operations to improve fiber dispersion and repeat Step 1 above. 3. If Visual Test results in three consecutive "Fail" ratings, plant mix samples should be sent to a third party laboratory for complete ADSR testing before production is allowed to commence. 4. In addition to Visual Test, use a shovel to inspect FRAC mix in the back of first three trucks and every tenth truck thereafter to confirm adequate blending of the fiber. 5. Remove any observed fiber bundles from placed mixture and adjust operations per the manufacturer's recommendation to eliminate future fiber bundle development, and repeat Steps 1 through 3 above to confirm adequate aramid fiber dispersion. SECTION 212 — WATER AND SEWER SYSTEM VALVES AND APPURTENANCES 212-4 VALVE ACTUATORS, EXTENSIONS, AND VALVE BOXES 212-4.2 Valve Operators for Buried or Submerged Valves 212-4.2.3 Valve Cans and Covers for Buried Valves 212-4.2.3.2 Materials IWRD will provide new valve boxes and covers for IRWD domestic water and recycled water lines. Contractor shall coordinate with IRWD to procure domestic water and recycled water valve boxes and covers. MWD will provide new valve boxes and covers for MWD water lines. Contractor shall coordinate with MWD to procure water valve boxes and covers. Page 25 of 41 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. All striping and markings shall comply with Section 84 of the State of California Standard Specifications. 214-6 PAVEMENT MARKERS All pavement markers shall comply with Section 85 of the State of California Standard Specifications. 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 Section 215 — TRAFFIC SIGNS SECTION 215 - TRAFFIC SIGNS Signs shall be standard size per the California MUTCD and Section 56 of the State of California Standard Specifications unless otherwise shown. Retroreflective sheeting shall be Type 4 or greater. Sign shall be made of aluminum (0.08 inch thickness). New sign posts shall be 14 gauge 2 inch square (OD) unistrut installed into a 12 gauge 2'/4 inch unistrut (OD) base. Sign mounting hardware and brackets shall be stainless steel. Unless otherwise specified, mounting hardware shall be 5/16"-18. This project includes Senate Bill 1 (SB1) funding. The Contractor shall procure and install one 96"x60" C48 (CA) construction project funding identification sign per this Page 26 of 41 section. The sign specifications for C48 (CA) are included in Appendix F. Location of project funding sign shall be approved the Engineer prior to installation. Payment for procurement and installation of sign C48 (CA) shall be included as part of the Mobilization and Demobilization bid item. PART 3 - CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING 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. All areas of roadway removal and replacement shall have a minimum trench width of 3 -feet to facilitate maximum compaction. 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. 300-1.3.2 Requirements (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 Page 27 of 41 permitted on the job. The Engineer must approve final removal accomplished by other means. SECTION 302 - ROADWAY SURFACING 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. Crack sealant shall be applied to the existing roadway following cold milling operations. In residential areas, no highway rated equipment or trucks are to be used (e.g. no super trucks). Use truck and trailers or transfers. Use of heavier rated trucks must be approved by Engineer. It is anticipated the asphalt concrete base course will be 7" in depth and the asphalt concrete leveling course will be approximately 1" and 1.5" in depth per the Contract Drawings and dependent upon the location. However, the depth of the asphalt concrete base course and leveling course may vary per the actual condition and per the direction of the Engineer. The quantity paid will be the actual quantity placed in the field. Asphalt concrete base course and leveling course shall be placed the same day cold milling is done. 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. Level course longitudinal joints shall be offset approximately two (2) feet from a lane line. Level course longitudinal joints and finish course longitudinal joints shall not be located along the same line. Level course transverse joints and finish course transverse joints shall be offset approximately five (5) feet from each other, except at the project paving limits. Holes, spalls, and cracks greater than 1/4 -inch in width shall be filled and compacted to 95% minimum. The pavement shall then be cleaned with a power broom. ARHM and Fiber Reinforced ARHM finish course is intended to be 2" in depth. 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. 302-6 PORTLAND CEMENT CONCRETE PAVEMENT 302-6.7 Traffic and Use Provisions Page 28 of 41 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. Add Section 302-14 FIBER REINFORCED ASPHALT RUBBER HOT MIX 302-14 FIBER REINFORCED ASPHALT RUBBER HOT MIX 302-14.1 Placement Follow manufacturer's and engineer's recommendations for placement of FR-ARHM. 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 repair 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. Page 29 of 41 303-7 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 within 24 hours upon completion of pavement grinding operation and installation of AC leveling course. Pavement shall be temporarily striped and tabbed a second time within 24 hours after installation of ARHM or Fiber Reinforced ARHM finish course. 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 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 Page 30 of 41 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 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. Anti -seize lubricant shall be applied to hardware/fasteners prior to installation. See CNB DWG 924-L in Appendix D for typical sign 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 and businesses 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 and businesses 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 Page 31 of 41 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. The contractor shall replace/repair all damaged striping with temporary striping or raised pavement markers at the end of each working day. 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. SECTION 601 — WORK AREA TRAFFIC CONTROL 601-1 GENERAL The Contractor shall furnish and install signage, barricades, delineators, yellow safety ribbons, changeable message signs (CMS), 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 CMS shall be updated by the Contractor as directed by the Engineer. At least two (2) weeks prior to the start of work, the Contractor shall provide portable changeable message signs in all directions of travel (including side street) to warn the public of the work. Page 32 of 41 601-2 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 and/or detour plans for each street. The Contractor shall be responsible for processing and obtaining approval of traffic control plans from the 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. For work on University Drive from Station 10+60 to Station 23+76 and all work on MacArthur Boulevard, the Contractor shall maintain a minimum of 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. 5. 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. 6. 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. 7. 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 Page 33 of 41 In addition to the details in this section, refer to the State of California Department of Transportation Standard Specifications and Standard Plans (2010 Edition). 701-17.6 Detectors 701-17.6.3 Inductive Loop Detectors All new loop detectors shall be completely functional to the satisfaction of the Engineer within five consecutive working days after placement of pavement finish course. Loop detectors shall be installed per CNB DWG STD -923 -L-A and STD -923 -L -B in Appendix D. PART 8 - LANDSCAPING AND IRRIGATION Landscaping and irrigation system damaged by the work shall be repaired in-kind to match the existing conditions to the satisfaction of the Engineer. This work shall be considered incidental to 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. SECTION 800 - MATERIALS 800-1 LANDSCAPING MATERIALS 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 Forrester 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 Page 34 of 41 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 Prunin 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 41 APPENDIX A: GEOTECHNICAL REPORTS Page 36 of 41 STRUCTURAL PAVEMENT INVESTIGATION REPORT For MacArthur Boulevard From Ford Road/Bonita Canyon Drive to SR -73 (City Limits) Revi Within the City of Newport Beach, California Project No. 43164 Date: April 19, 2018 Client: City of Newport Beach C/O Civil Works Engineers 3151 Airway Avenue I Suite T-1 LfA LaBelle Marvin RCE 30659 Professional Pavement Engineering 2700 South Grand Avenue, Santa Ana, CA 714-546-3468 — label lemarvin.com Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 L -.,b5 k TABLE OF CONTENTS SECTION 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 12.0 A B C D E F G PROJECT OVERVIEW SCOPE OF SERVICES 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 PROJECT DISCUSSION 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 TRAFFIC USE ESTIMATES FIELD CONDITIONS GROUND PENETRATING RADAR SUBSURFACE EXPLORATION CONDITION AND STRUCTURAL ANALYSIS 8.01 REFLECTIVE CRACK ANALYSIS 8.02 RIDE QUALITY ANALYSIS 8.03 SUBGRADE STRENGTH ANALYSIS - DEFLECTION BASED 8.04 STRUCTURAL SECTION COMPONENT ANALYSIS - LABORATORY 8.05 STRUCTURAL SECTION ANALYSIS - IN PLACE STRENGTH TESTING CONCLUSIONS AND RECOMMENDATIONS REPLACEMENT SECTION ALTERNATIVES SUBGRADE CONDITIONS 10.01 CONVENTIONAL SECTION PROCEDURE 10.02 FULL DEPTH ASPHALT CONCRETE PROCEDURE MATERIAL RECOMMENDATIONS 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 STREET IMPROVEMENT RECOMMENDATION PLANS DEFLECTION STRUCTURAL ANALYSIS SUMMARY TABLES CORE LOCATION PLAN AND SAMPLE LOG GROUND PENETRATING RADAR PLAN IN -FIELD DEFLECTION TESTING DATA R -VALUE DETERMINATIONS (CA 301) GLOSSARY OF TERMS PAGE 1 3 7 14 15 17 18 21 26 33 34 35 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle . iI►llI:T411111bill" 11IQL1I The City of Newport Beach, California in conjunction with community input and the Citywide Pavement Management Plan have identified the need for rehabilitation of MacArthur Boulevard from Ford Road/Bonita Canyon Drive to the North City limits — approximately 4,050 feet northerly. The roadway history includes a variety of realignment and widening projects in association with connecting to the SR-73/MacArthur Boulevard interchange. The roadway exhibits a number of characteristic changes from Ford Road/Bonita Canyon Drive to Bison Road and from Bison Road to the ramps through the interchange. Previous rehabilitation projects have included the use of asphalt rubber hot mix (ARHM) wearing surface along all or most of the roadway from Ford Road to a connecting point south of Bison Road. The roadway alignment from that point northerly is influenced by or was constructed as a part of the SR- 73/MacArthur Boulevard interchange. The present surface includes slight to moderate longitudinal cracking apparently reflecting through the surface. Review of historical photographic documentation indicates certain conditions such as patching in the southbound number one lane have existed since before 2014. Pavement rutting in the northbound number one and three lanes has also been an ongoing issue. Based on historical information, previous resurfacing utilized milling and inlay to join SR -73 improvements with existing MacArthur Boulevard pavements. The current roadway is an eight lane arterial roadway, providing one of the last exits traveling southbound prior to SR -73 transitioning into a toll road. Vehicles exiting at Bison Avenue are directed to MacArthur Boulevard where travel to the south is desired. The roadway provides a primary access to the Fashion Island regional retail and commercial center as well as access to the Coast Highway, Corona Del Mar and cities to the north and south. The northern limits of the project is directly connected to State Route 73 with continuation ramps connecting to MacArthur Boulevard north of the interchange and access to the commercial/light industrial businesses north of SR -73 in the vicinity of John Wayne Airport. The roadway surface includes distinct changes along the alignment corresponding to widening and Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . changes in alignment associated with regional development combined with resurfacing/replacement at the SR -73 interchange. Improvement of the roadway may include simple resurfacing with location specific reconstruction, pavement milling and asphalt concrete inlay/overlay or use of crack mitigating measures consistent with previous use of asphalt rubber hot mix surfacing materials. The specific planned median and/or frontage improvements, ADA compliant ramps construction, or lane configuration changes, if any, are unknown at the time of this investigation and will be developed by the design team at a later date. The directions of travel are generally separated by a raised median. The raised median between Ford Road and Bison Avenue includes a curb and gutter which changes from a shed type gutter to a conventional collection gutter and storm drains in certain areas depending upon roadway configuration, super elevation, etc. The median within this reach includes areas of drought tolerant plantings combined with extended areas paved with stamped concrete. A limited raised median is provided north of Bison Avenue, approaching the SR -73 interchange bridges. The median curb height has been reduced as a result of prior roadway construction or resurfacing projects. The median then transitions to include a raised barrier with drainage slots below the barrier. Bicycle lanes are provided along each side of the roadway. No parking is permitted along this roadway segment. A bus turn out is provided immediately south of Ford Road (beyond the project limits) although there is currently no scheduled transit bus service. Current roadway conditions reflect the original alignment combined with various alignment changes, asphalt concrete overlays and construction associated with SR -73 construction. 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 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . 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 corresponding to the existing crack network. 2.0 SCOPE OF SERVICES Investigation of MacArthur Boulevard from Ford Road/Bonita Canyon Drive to the north project limits includes verification of structural conditions along the outside wheel path of each of the travel lanes. The investigation 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 sequences including: - 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 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. - 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 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 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle . 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: - DMI longitudinal and transverse location - Asphalt concrete total thickness and individual layer thickness Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. - 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 engineering, yielding recommendations for rehabilitation and/or reconstruction. The Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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 future increases in transit bus service, future bus weight increases, increased numbers and sizes of refuse and recycling trucks and the impact on both residents and businesses during any of the alternative rehabilitation procedures. 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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 indices. 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 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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 (CIR) 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 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. Traffic Indices are typically developed through evaluation of current traffic patterns, truck and bus 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 and/or bus 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. Traffic Index (TI) information was developed by others on behalf of Civil Works and the City of Newport Beach. Traffic volume during the field investigation and field review was significant, consistent with the design parameters. No scheduled transit bus use along MacArthur Boulevard was documented. Available information through internet research however reveals transit bus travel along the roadway. The observed bus movements may be secondary and related to accessing established transit routes, not represented on current bus schedules. The provided 10.5 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 MacArthur Boulevard is a busy 8 lane arterial roadway providing access to extensive residential and retail areas, commercial facilities and adjacent Cities. The roadway includes a raised median between Ford Road and Bison Avenue with limited, drought tolerant planting materials Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . alternating and/or bordered by stamped Portland cement concrete surfaces. North of Bison Avenue, Macarthur Boulevard includes a striped median area with left turn lanes from Bison Road to 300' northerly. A raised median, paved with asphalt concrete continues from that point for —275' where the median area changes to a slotted raised barrier northerly to the project limits. The raised median north of Bison Avenue apparently dates to before the SR -73 Interchange and includes a substandard median curb with significantly reduced curb height. Historical resurfacing along MacArthur Boulevard has included use of conventional slurry seal materials, ARHM wearing surface overlays south of Bison Avenue and conventional surfacing towards the northern limits of the project. Longitudinal cracking is apparent within most travel lanes. Longitudinal cracking is apparently reflecting through the current ARHM wearing surface. A construction joint meanders within the northbound number two lane, with the joint coinciding with the right wheel path for an extended length approaching Bison Avenue. The longitudinal crack appears to be distressed. Pavement rutting and cracking was noted in the northbound number two left turn lane, the number one lane and the number three lane approaching Bison Avenue. Previous patching of the rutting area appears to include use of a fine asphalt concrete mixture, contributing to increased rutting and subsequent pavement bleeding. Review of historical photographs suggests failure of these lanes dates to 2010 or earlier. Rectangular patching of the southbound number one lane between Bison Avenue and Vilaggio appears to coincide with a drop inlet along the median. The patch may represent retrofit drainage improvements at some point in time. Pavement conditions change north of Bison Avenue, appearing to date to the MacArthur Blvd/SR-73 interchange. Color changes in materials also suggest differing construction dates and material sources. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle "..: -- 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 four test lines northbound and four test lines southbound were performed, representing the right wheel path within the respective travel lanes. 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. The GPR data highlights the apparent history along MacArthur Boulevard. The asphalt concrete in the northbound roadway from Ford Road/Bonita Canyon Drive to —500' northerly is generally 10" to greater than 12" thick. The travel lanes transition at that point to a variable 6" to 8" thickness with intermittent areas less than 6" thick. The northbound lanes change markedly to a limited 4" to 6" thickness from —300' south of Bison Avenue to the north project limits. The southbound lanes remain 4" to 6" thick from the north project limits to —300' south of Bison Avenue. The similarity between north and southbound lanes from —300' south of Bison Avenue to the north project limits indicate they were constructed as a single project, likely in conjunction with the MacArthur Boulevard/SR-73 interchange and ramps. The southbound roadway from that point southerly differs significantly from the adjacent northbound section indicating at least the southbound number three and four lanes were constructed at a separate time. These two lanes are consistently greater than 10" thick from —300' south of Bison Avenue to —500' north of Ford Road/Bonita Canyon Drive. The adjacent southbound number one and two lanes are typically 6" to 8" thick, consistent with the opposite northbound lanes. The roadway when widened and realigned was therefore likely widened to the west. The pavement sections thicknesses in all southbound lanes from —500' north of Ford Road to Ford Road range Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. from 8" to 12" thick, possibly reflecting previous vertical adjustment and transitions to Ford C... The GPR data highlights the extremely variable history along MacArthur Boulevard, with the data identifying pavement section ranging from Vor less to greater than 12" thick. These extremely thin pavement sections were identified around Bison Avenue and may explain the historical rutting in this area. Based on these limited pavement thicknesses, use of overlay or partial section replacement versus milling and inlay should be considered from —300' south of Bison Avenue to the northern project limits. 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 10 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 pavement milling, 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. 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 surfacing layer includes ARHM, generally from Ford Road/Bonita Canyon Drive to —300' south of Bison Avenue. The current existing asphalt concrete sections vary considerably, as indicated by the GPR data analysis and verified during core sampling. A percentage of the roadway from Ford Road to 300' south of Bison Avenue includes 6" +/- asphalt concrete (6" to 6 W), likely corresponding to the original roadway alignment. The roadway section decreases to the range of 4" to 6" thick from —300' south of Bison Avenue to the north project limits. The southern limits of the project, approaching Ford Road/Bonita Canyon Drive increase substantially to a range of 9" to 10" thick based on core data and 10" to 12" based on GPR information. While 9 of the 10 locations included aggregate base sections in excess of minimum requirements, no aggregate base was encountered in the southbound number one lane —200' north of Ford Road/Bonita Canyon Drive. No explanation for the omission of the aggregate base is available at this time. Given the roadway has been widened and realigned over time, it is possible this area was originally constructed as a left turn lane potentially accessing the Old Buffalo Ranch and as such was designed without aggregate base. The aggregate base sections encountered at 9 of the 10 core locations ranged from —13" to over 28" thick. The thick aggregate base sections in all cases are in excess of current need based on the given design parameters. Consistent with the extensive areas with no median landscaping and other areas with drought tolerant planting materials, and the gravelly sands and gravelly silty sands encountered, subgrade moistures are considered dry, at or below predicted equilibrium conditions. These variables are ultimately addressed through in place strength testing information discussed on Section 8.05. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 Lel LaBelle . Where future plans include widening/realignment or reconstruction and the subgrade is exposed, the subgrade 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 landscape irrigation within the median area and/or regional water migration or drainage. Subgrade soils along the length of the roadway were relatively consistent, with gravelly sand subgrade soils dominating materials encountered. 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. (10) PAVEMENT SAMPLING AND TESTING SUMMARY AS -BUILT SECTIONS Number of Sample As -Built Results Equilibrium Locations Min. (Inches) Max. (Inches) Asphalt Concrete Pavement 10 41/4" 101/4" Aggregate Base (Encountered) 9 127/8" 28"+ o 0 12 1/2/ - 141//2 Gravelly Sandy Silt 2 SUBGRADE Number of Sample In -Situ Moisture Contents Min. (%) Max. (% ) Locations Brn Gravelly Sand; Brown Gravelly Sandy Silt; Brn Gravelly Clayey Silt 9 7.1% 13.8% Numberof SUBGRADE Equilibrium EQUILIBRIUM R -VALUE Tests R -Value Moisture Brn Gravelly Claye Silt; Brn 62-67 o 0 12 1/2/ - 141//2 Gravelly Sandy Silt 2 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle . 8.0 CONDITION AND STRUCTURAL ANALYSIS Evaluation of pavement conditions and structural needs along MacArthur Boulevard includes analysis of the measured pavement strength, documented existing pavement sections, visual pavement conditions, ride qualities, general grade and cross slope observations such as super elevations, reduced median curb heights, etc. The various measurements are compared to the impacts from traffic as represented over time by the Traffic Index. 8.01 Reflective Crack Analysis Pavement distress along MacArthur Boulevard includes developing intermittent longitudinal cracking extensive areas of lateral cracking and isolated alligator cracking. The pavement cracking between Ford Road/Bonita Canyon Drive and —300' south of Bison Avenue appear to be reflecting through the most recent asphalt rubber hot mix wearing surface. Similarly, the rutting and cracking in the northbound lanes immediately south of Bison Avenue have been a long term issue, apparently addressed through patching or limited depth milling and repaving with fine asphalt concrete mixtures. The general roadway from 300' south of Bison Avenue to the north project limits appear to originate with the SR-73/MacArthur Boulevard interchange construction. The cracking evident within this segment is originating in the current pavement layer. The cracking could therefore be addressed through overlay with crack resistant layers such as a combined thickness of conventional asphalt concrete and asphalt rubber hot mix/rubberized hot mix asphalt. Use of overlay will, however require existing medians are either constructed to new, higher elevations, or necessary overlays will reduce the existing median curb face, in some cases covering the median gutter. Placement of a new crack resistant wearing surface will require removal of the current ARHM wearing surface from 300' south of Bison Avenue to Ford Road. The ARHM layer ranges from 1 W to 2 %" which will likely require streetwide milling to a 2 %" depth to ensure complete removal. An absence of bond between the 2nd and 3rd pavement layer Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. was identified at 4 of the 8 core samples between Ford Road and Bison Avenue. The non -bonded layer was documented between 3 W to 4 W below the pavement surface. Milling may therefore loosen the underlying layer and resulting in 'scabbing' or localized loss of the remainder of the second lift. Where this occurs, the thickness of required asphalt concrete level course should be increased to provide a uniform surface for placement of the final ARHM/RHMA layer. A secondary issue will be the minimum pavement section which should be addressed for the selected design criteria. Based on the design parameters, a minimum 7" thick pavement layer should be placed over the underlying aggregate base layers. Utilizing these criteria, the surface elevations should be raised up to 1" above current elevations from Ford Road to 300' south of Bison Avenue and 3" from 300' south of Bison Avenue to the north project limits. The recommended increase in section thickness provides a suitable template for effective long term crack mitigation. Measured structural conditions along the roadway do not interfere with or overwhelm the crack mitigation measures. The roadway from Ford Road to 300' south of Bison Avenue does not require structural reinforcement. Utilizing a combination of cold milling, asphalt concrete level course and ARHM/RHMA overlay within these limits the structural requirements and crack mitigation measures are addressed. Roadway requirements from 300' south of Bison Avenue to the north project limits include the need for significant increases in asphalt concrete thicknesses. The specific method of addressing these issues, grades permitting, may include use of crack mitigation measures. Alternatively, Partial Section Replacement from 300' South of Bison Avenue to the north project limits addresses the observed rutting and eliminates the need for crack mitigation measures in this area. Use of Cold -In -Place Recycling may also be considered from Ford Road to 300' south of Bison Avenue given the existing section thicknesses and the roadway history. CIR could also be utilized to address the absence of bond between the 2nd and 3rd pavement layer. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . Cold -In -Place Recycling does require a new wearing surface in addition to the CIR process. Based on the design criteria, a minimum 3" thick wearing surface over the CIR layer would be suitable. Cold milling depths would likely be in the range of 3 %" below planned finish elevations (where grades are raised, the depth of actual milling below existing elevations will be less) to remove the existing ARHM and/or provide sufficient space for the final wearing surface. The exposed asphalt concrete layer may then be pulverized to a 3" depth and combined with a pre -selected type and application rate of rejuvenating/recycling emulsion. The recycle layer would then be permitted to 'cure' for a limited time, with suitable traffic controls. The final wearing surface, preferably a 3" thick conventional asphalt concrete would then be placed to complete the process. While ARHM/RHMA may be considered for the final wearing surface, the CIR process would negate the need for the additional costs and additional risks of the rubberized wearing surface for this application. Use of CIR will require careful planning to address traffic control and curing requirements. Partial Section Replacement, from Ford Road to the north project limits provides an additional method of addressing pavement performance while eliminating the need for any grade changes. The entire roadway could be cold milled to a 7" depth below current or future design elevations. The exposed aggregate base would then be regraded to 7" below finish and a new 7" thick, crack free pavement could then be constructed over the remaining aggregate base, thereby virtually eliminating the potential for future reflective cracking. Future cracking would then be based on traffic use and environmental factors independent of the previous underlying pavement layers. 8.02 Ride Quality Analysis Ride qualities are impacted by the rutting and shoving in the northbound lanes immediately south of Bison Avenue only. Limited pavement rutting was also noted in the southbound lanes approaching Ford Road. The most probable alternative of pavement milling and resurfacing will address all issues. Prior to overall improvement, Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LM LaBelle-'. . and pending completion of plans, bidding, etc, the current areas of rutting should be cold milled full lane width to typical 4" to 5" below current elevations (milling may exposed underlying aggregate base at Bison Avenue). The removed material should then be replaced with a corresponding thickness of Type B or Type B3 PG 70-10 to provide interim improvement and prepare for planned roadway resurfacing. 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 a subgrade modulus value of 20,000 lbs per cubic inch is typical with notable exceptions. The subgrade modulus increases sharply within various segments, such as the southbound number 1, 2, 3 and 4 lanes between Bison Avenue and Vilaggio and in the northbound number 2, 3 and 4 lanes. These high subgrade modulus values may correspond to the older MacArthur Boulevard alignment, pointing to previous subgrade stabilization and the potential source of the transverse cracking noted during field testing and site review. The 20,000 modulus value corresponds to an in place R -value >40, consistent with predicted strengths based on laboratory R -value testing. The portion of the roadway exhibited apparent modified subgrade modulus values in excess of 60,000 pounds per Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle . cubic inch, corresponding to an R -value greater than 80, consistent with stabilized subgrade materials. The design of roadway improvements along the bulk of the roadway may be based on a maximum 50 R -value. Based on the variable sections encountered, the replacement section should in no cases be less than encountered during any excavation, generally matching the bottom elevation of the aggregate base layer to ensure continued drainage of the aggregate base layer. 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 adequate for the design parameters. Based on section comparisons, no asphalt concrete overlay is required along MacArthur Boulevard. An increase in the pavement thickness is however required to meet the given design parameters from 300' south of Bison Avenue to the northern project limits. 8.05 Structural Section Analysis — In Place Strength Testing Structural analysis based on in place strength testing indicates limited reinforcement of MacArthur Boulevard is required to meet the stated design parameters. The principle areas of weakness are within the northbound #1 and #2 lanes approaching Bison Avenue. Considering rutting of these approach areas has been a long term issue, the strength tests verify the weakness in this area. Where grades permit, all measured weaknesses will be address through meeting minimum pavement thickness Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . requirements and installing a new crack mitigating wearing surface. The primary issue for rehabilitation from Ford Road to 300' south of Bison Avenue is therefore treatment of the existing pavement cracking and mitigation of reflective cracking through the selected wearing surface. 9.0 CONCLUSION / RECOMMENDATION Conclusion Limited structural modification or reinforcement of MacArthur Boulevard is required based on the design parameters and compared to in place strength measurements. The most significant weaknesses documented during field testing coincide with the northbound number one and two lanes from —300' south of Bison Avenue to Bison Avenue. Longitudinal construction joints extend along and through these lanes and appear to be the result of prior phasing and realignment. The pavement in this area is deficient and may best be improved through partial section replacement, thereby reducing or eliminating the need to significant reconstruction or thick overlay. Rutting in the left turn lane and the northbound number three lane in this same reach have also been historical issues. Irrespective of the strategy chosen, interim repair of the rutting areas will likely be required. The interim repair is best accomplished by milling the impacted areas, full lane width to a minimum 4" and preferably 6" depth. Given the limited areas of current rutting and distortion, risks may be reduced further and flexibility in resurfacing design enhanced by increasing the depth of milling in these rutted lanes to 7", permitting interim repairs to be tied to future streetwide improvements. The exposed aggregate base should then be regraded and compacted, followed by placement of an asphalt concrete layer(s) consistent with the depth of milling. The replacement materials used in this local partial section replacement should be either Type b PG 70-10 or Type III B3 PG 70-10. Common W or W local patching and resurfacing materials should be avoided. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. Similarly, extending the milling and replacement during the planned streetwide resurfacing to include the northbound number one and two lanes from —300' south of Bison Avenue to Bison Avenue or to join with the interim repair will provide greater latitude in designing final resurfacing while addressing the meandering join and variable structural issues. Resurfacing of the roadway is required to address the current developed cracking condition. Future reflective crack mitigation may then be combined with slight increases in section thickness to match design parameters. Increasing the section thickness slightly reduces the depth of milling. Any significant grade increases will however impact the median gutter and roadway cross slope. The issue of lack of bonding between pavement layers documented at four of the nine core locations between Ford Road and Bison Avenue may impact surface milling. A contingency should be provided to address spalling or scabbing during the milling process, depending upon the extent and depth of milling proposed. The roadway rehabilitation should be divided in strategies at or about 300' south of Bison Avenue. The roadway from Ford Road/Bonita Canyon Drive to —300' south of Bison Avenue may be addressed through simple milling and resurfacing using an asphalt rubber hot mix/rubberized hot mix asphalt wearing surface. The depth of milling should be adjusted to permit placement of a conventional asphalt concrete level course prior to placement of the final Asphalt Rubber Hot Mix (ARHM)/Rubberize Hot Mix Asphalt (RHMA) wearing surface. The specific depths of milling and layer thicknesses will be a function of budget limitations and risk assessment. A minimum 1 %2" thick level course (actual level course will vary depending upon the uniformity of the milled surface) and minimum 2" thick ARHM/RHMA wearing surface is the preferred method of resurfacing. The roadway from —300' south of Bison Avenue to the north project limits includes deficient asphalt concrete thicknesses. The overall structural conditions are generally adequate, likely due to the support of the thick aggregate base layer. The most cost effective and least Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. disruptive long term strategy would include raising grades within this segment 3"+/- above current elevation. MacArthur Boulevard roadway does not include a raised median for some distance north of Bison Avenue and then is confined by a substandard raised median with reduced curb height approaching the northern project limits. The substandard median should be removed, or new median curbs would be placed to establish a conforming curb height. The median k -rail would require resetting after overlay. Pavement milling may then be limited to the edges and join at the project limits. While streetwide milling may be considered to moderate grade impacts, milling and inlay will not provide the required asphalt concrete layer increases. The primary and additional alternatives have been developed and are presented in the Recommendations portion of this report. Specific grade restrictions and/or assumption of greater risks may also be required at certain locations due to constructability issues. The alternatives presented may therefore be combined, such as the interim milling and replacement of the rutting areas in the northbound lanes at Bison Avenue. 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 the separate subsections due to the differing surface conditions/section thicknesses. The ARHM/RHMA wearing surface between Ford Road/Bonita Canyon Road and Bison Avenue generally includes reflection of underlying cracked pavement conditions. Milling and resurfacing will generally address conditions in this segment. The roadway north of Bison Avenue was constructed as part of the SR-73/MacArthur Boulevard interchange. The asphalt concrete portion of the structural section is deficient and is the cause Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LM LaBelle-'. . of the distresses now evident. Use of asphalt concrete/ARHM/RHMA overlay is the most appropriate method of addressing conditions in this reach. ALTERNATIVE 11 ARHM Asphalt Rubber Hot Mix Wearing Surface/Overlay Alternative One utilizes streetwide cold milling from Ford Road/Bonita Canyon Drive to —300' south of Bison Avenue to remove one or more layers of previous ARHM/RHMA and 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. The strategy then changes to Partial Section Replacement from —300' south of Bison Avenue to the North Project Limits (SR - 73). Ford Road/Bonita Canyon Drive to 300' South of Bison Avenue Design new finish elevations as required to meet City required cross slope requirements. Design surface elevations at or slightly above current elevations. o Cold mill roadway 3 %" below existing or new planned elevations o Clean and fill cracking wider than %" o Construct 1 %" thick asphalt concrete level course o Construct 2" thick asphalt rubber hot mix overlay wearing surface 300' South of Bison Avenue to North Proiect Limits (SR -73 o Cold mill roadway 7" depth below existing elevations from 300' south of Bison Avenue to North Project Limits. o Construct 5" thick asphalt concrete base course Type B PG 70-10 or Type III B3 PG 70-10 asphalt concrete o Construct 2" thick asphalt rubber hot mix overlay wearing surface Note: 1) A minimum 1 %" thick level course is recommended to permit use of a %" maximum asphalt concrete material such as Type III C3 PG 64-10 produced and placed in accordance with the Standard Specifications for Public Works Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LM LaBelle-'. . Construction. Where a lesser level course is selected during final design, dragging of aggregate under the paver screed is preferred to changing the material to a finer aggregate size. 2) Use of an asphalt concrete level course is recommended to enhance crack mitigating measures, provide a uniform surface for placement of the ARHM crack mitigating layer and moderate the crack filling requirements. 3) A typical 2" thick ARHM/RHMA surface is recommended to enhance the time available to achieve required relative compaction and permit more reliable measurement of relative compaction using nuclear methods during placement ALTERNATIVE 2 1 Cold -In -Place Recycle (CIR)/Overlay Alternative Two considers use of Cold -In -Place Recycling (CIR) from Ford Road/Bonita Canyon Drive to —300' south of Bison Avenue to modify underlying pavement layer(s) and reduce the potential for future reflective cracking. The process includes various steps including development of the appropriate type and quality of rejuvenating agent. The process includes multiple steps including 1) streetwide cold milling to remove one or more layers of previous asphalt concrete overlays, 2) Construction of the CIR layer with rejuvenating/recycling agent, 3) interim curing and 4) placement of a final wearing surface. Prior to section, construction logistics, traffic control requirements, environmental or weather requirements, etc should be closely reviewed and understood. Ford Road/Bonita Canyon Drive to 300' South of Bison Avenue Design new finish elevations as required to meet City required cross slope requirements. Design surface elevations at or slightly above current elevations. o Cold mill roadway from Ford Road/Bonita Canyon Drive to 300' south of Bison Avenue 3 %" below existing or new planned elevations Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 Lel LaBelle -'.. o Pulverize and CIR exposed pavement from Ford Road/Bonita Canyon Drive to 300' south of Bison Avenue to 3" depth, mixing with predetermined type of rejuvenating agent at a predetermined application rate o Cure CIR layer as required o Construct minimum 3" thick conventional asphalt concrete overlay wearing surface 300' South of Bison Avenue to North Proiect Limits (SR -73 o Cold mill roadway 7" depth below existing elevations from 300' south of Bison Avenue to North Project Limits. o Construct 4" thick asphalt concrete base course Type B PG 70-10 or Type III B3 PG 70-10 asphalt concrete o Construct 3" thick conventional asphalt concrete wearing surface Note: Use of CIR will require acquisition of additional asphalt concrete materials and additional testing to determine the type and amount of recycling agent ALTERNATIVE 3 1 Partial Section Replacement The variable roadway history along MacArthur Boulevard, particularly between Ford Road/Bonita Canyon Drive and Bison Avenue, may lead to consideration of moderating the impacts of the older roadway widths and alignments. Alternative Three utilizes streetwide cold milling of the existing roadway pavements between Ford Road/Bonita Canyon Drive and the north project limits. Ford Road/Bonita Canyon Drive to North Prosect Limits o Design new finish elevations as required to meet City required cross slope requirements. o Cold mill the entire roadway 7" below finish elevations o Construct new 7" thick pavement using Type B PG 70-10 or Type III B3 PG 70-10 asphalt concrete Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 Lel LaBelle ALTERNATIVE 4 1 Raise Elevations 3" from 300' south of Bison Avenue to North Project Limits Ford Road/Bonita Canvon Drive to 300' South of Bison Avenue o Utilize Alternative 1, 2 or 3 as outlined above 300' South of Bison Avenue to North Proiect Limits (SR -73 Use of Alternative 4 requires raising grades —3" above current elevations. Existing median improvements should therefore be reconstructed to new elevations as required. Where grades cannot be raised due to vertical and edge constraints, Partial Section Replacement as outlined in Alternatives 1, 2 and 3 should be utilized. o Design new finish grades 3" above current elevations o Utilize partial section replacement along the outer roadway edges and at the transition bridge decks associated with the SR -73 interchange o A typical 25' length of partial section replacement at the transverse deck join and 6' width along the outer roadway edge is suggested o Cold mill the entire roadway 2" below current elevations o Clean and fill cracking wider than %" o Construct new 5" thick conventional asphalt concrete overlay Note: Where ARHM surfacing is utilized, place 3" thick asphalt concrete level course followed by 2" thick ARHM wearing surface in lieu of 5" thick conventional asphalt concrete overlay. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle . 10.0 REPLACEMENT SECTION ALTERNATIVES Reconstruction of the roadway is always an alternative. The emphasis of this report is to provide recommendations for salvage or reuse of as much of the roadway as is practical. Replacement sections are provided for reference use where necessary. Replacement sections are 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 40 to greater than 80. R -value strengths greater than 50 were determined during laboratory testing range. Combining these criteria, and based on current practice within the Caltrans Highway Design Manual, a 50 subgrade R -value should be utilized for design. While reconstruction is not required, where conditions dictate local replacement or other roadway modification, soft subgrade conditions should be anticipated. A contingency should be provided for potential soft subgrade conditions in areas of recommended reconstruction. Design R -Value 50 Traffic Index 10.5 Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle-'. . Note: Existing aggregate base sections exceed the apparent replacement section thicknesses based on the selected design criteria. Where local reconstruction is required, the replacement section should be as stated, or the existing aggregate base section whichever is greater. 11.0 SUBGRADE CONDITIONS Soft or wet subgrade conditions are not anticipated 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 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle -'.. 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. 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. Civil Works/Newport Beach MacArthur Blvd I April 2018 Project No. 43164 LA LaBelle "..: • 12.02 Asphalt Concrete — New Construction Asphalt Concrete Base Course Asphalt concrete shall be Type B PG 64-10 or Type III B2 PG 64-10 complying with Section 203-6 ASPHALT CONCRETE of the Standard Specifications for Public Works Construction, latest edition. 12.03 Materials —Asphalt Concrete —Levelling 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 640-10 or Type B3 PG 64-10 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 64-10 or Type III C3 PG 64-10 complying with Section 203-6 ASPHALT CONCRETE of 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) UNDINHOMWIT STREET IMPROVEMENT RECOMMENDATION PLANS o VV 3NI-1 HC1VW 33S El 11 m m ND m O m 0 0 w m r m I r \\\ \\\ Oma 0 \\\ \\\ Ln O mC) \\\ �O O� Or m�r Ar N r \\\ 2 yNr� m ' 'Ow - \\\ \\\ Z < m� z? mm � 0-0 mDS — ad 9 / am _ -- d11N0 s o N _ — S11W111�3f0?1d x x O GJ — — T D O N \ \ \ d \ \ \ m \ \ \ D � \ -u m m € 8 \ � m CD �\ W 0 O N \ \ \ \ zi D D \ \ D O (7 3 - ? m \ \ \ D z CID a \ O n _R CID N N AA Y \ 80 Z z O N N \ \ \ O � W O � N H O O V) m m i = d p m W o 11 oDo W II G)Z m z x D 1 1 z -i mN O 1 3 1 o m z I I m m O m 1 1 J< z = A c0 :Z7N 1 I I A m O �o CD I I C A I til �> i" tt1 A I I 03O A z a D U) < .... 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DESIGN, IMSPECTION & TESTING Structural Analysis Summary Table Date: 2018-02-01 09:27: 10 Client: Project #: 43164 MacArthur Boulevard Location: Newport Beach FWD 80th North City Limit to Ford Road 'T' (1) T. I. Date: 2018-02-01 09:27:10 % Red. _ AC NSL 00+00 to 19+02 10.44 12.52 Project: 43164 10.5 11 Begin MacArthur Boulevard Southbound Lane 1 0.05 0.02 11 24 0.16 0.09 Limits FWD 80th TD80th 'T'(1) T. I. TDallow %Red. GE AC NSL 00+00 to 06+95 11.82 14.19 0.50 10.5 11 22 0.14 0.07 5 19+02 to 26+93 14.27 17.12 11.0 11 22 0.14 0.07 4 2 11.5 10 30 0.24 0.13 2 06+95 to 13+81 3.98 4.77 0.50 10.5 11 0 0.00 0.00 20 0.46 0.24 1 11.0 11 0 0.00 0.00 20 0 0.00 0.00 11.5 10 0 0.00 0.00 20 13+81 to 36+02 10.71 12.85 0.50 10.5 11 14 0.06 0.03 9 11.5 10 2 11.0 11 14 0.06 0.03 6 11.5 10 22 0.14 0.07 4 36+02 to 40+82 6.46 7.75 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 Begin MacArthur Boulevard Northbound Lane 1 Limits FWD 80th TD80th 'T' (1) T. I. TDallow % Red. GE AC NSL 00+00 to 19+02 10.44 12.52 0.50 10.5 11 12 0.05 0.02 11 24 0.16 0.09 4 11.0 11 12 0.05 0.02 7 11.0 11 0 0.00 11.5 10 20 0.11 0.06 5 19+02 to 26+93 14.27 17.12 0.50 10.5 11 36 0.35 0.18 2 11.0 11 36 0.35 0.18 1 11.5 10 42 0.46 0.24 1 26+93 to 40+33 8.53 10.24 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 2 0.01 0.00 17 Begin MacArthur Boulevard Southbound Lane 2 Limits FWD 80th TD80th 'T'(1) T. I. TDallow %Red. GE AC NSL 00+00 to 06+36 11.03 13.24 0.50 10.5 11 17 0.09 0.05 8 11.0 11 17 0.09 0.05 5 11.5 10 24 0.16 0.09 4 06+36 to 40+85 7.44 8.93 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 Begin MacArthur Boulevard Northbound Lane 2 Limits FWD 80th TD80th TO) T. I. TDallow % Red. GE AC NSL 00+00 to 05+07 5.54 6.65 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 05+07 to 19+47 2.04 2.45 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 19+47 to 26+92 12.37 14.85 0.50 10.5 11 26 0.19 0.10 4 TD80th 'TO) T. I. TDallow 11.0 11 26 0.19 0.10 3 5.60 0.50 10.5 11 11.5 10 33 0.29 0.15 2 26+92 to 40+24 7.21 8.66 0.50 10.5 11 0 0.00 0.00 20 11.5 10 11.0 11 0 0.00 0.00 20 11.13 0.50 10.5 11 11.5 10 0 0.00 0.00 20 Begin MacArthur Boulevard Southbound Lane 3 11.0 11 1 0.00 0.00 15 Limits FWD 80th TD80th 'TO) T. I. TDallow %Red. GE AC NSL 00+00 to 05+97 7.70 9.24 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 05+97 to 13+48 2.45 2.94 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 13+48 to 34+02 9.21 11.05 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 16 11.5 10 9 0.03 0.01 11 34+02 to 38+02 11.36 13.63 0.50 10.5 11 19 0.10 0.05 7 11.0 11 19 0.10 0.05 4 11.5 10 27 0.20 0.11 3 38+02 to 41+00 6.74 8.08 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 Begin MacArthur Boulevard Northbound Lane 3 Limits FWD 80th TD80th 'T (1) T. I. TDallow % Red. GE AC NSL 00+00 to 16+33 5.25 6.30 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 16+33 to 40+12 7.67 9.20 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 Begin MacArthur Boulevard Southbound Lane 4 Limits FWD 80th TD80th 'TO) T. I. TDallow %Red. GE AC NSL 00+00 to 14+03 4.67 5.60 0.50 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 14+03 to 41+10 9.28 11.13 0.50 10.5 11 1 0.00 0.00 20 11.0 11 1 0.00 0.00 15 11.5 10 10 0.03 0.02 10 Begin MacArthur Boulevard Northbound Lane 4 Limits FWD 80th TD80th 'T(1) 00+00 to 40+04 6.46 7.75 0.50 (1) 7 values equal to 0.55 represent treated base materials (TB), per Cal. HDM T. I. TDallow % Red. GE AC NSL 10.5 11 0 0.00 0.00 20 11.0 11 0 0.00 0.00 20 11.5 10 0 0.00 0.00 20 400,000 CL 300,000 3 3 6 200,000 r- 100,000 100,000 v N 0 0 Section Modulus 100,000 80,000 7A 60,000 3 0 40,000 N 20,000 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 400,000 c CL 300,000 3 200,000 0 100,000 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus 46 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus 400,000 CL 300,000 3 3 6 200,000 r- 100,000 100,000 v N 0 0 Section Modulus 100,000 80,000 7A 60,000 3 0 40,000 N 20,000 0 + 0 400,000 c CL 300,000 3 200,000 0 100,000 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 1,000 1,500 Station (Ft.) Moduli Comparison 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus *Soil ModUIL ■Section Modulus *Soil Modulus c 400,000 CL 300,000 3 3 0 200,000 r- 0 100,000 v H 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Section Modulus 100,000 N 80,000 60,000 c 40,000 2 = 20,000 'o 0 x 400,000 c 300,000 3 200,000 0 100,000 ■ 0 0 Soil Modulus 500 1,000 1,500 2,000 Station (Ft.) Moduli Comparison 2,500 ■ ■ ■ ■ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 500 1,000 1,500 2,000 2,500 Station (Ft.) .,Section Modulus Soil Modulus Section Modulus Soil Modulus S 400,000 CL 300,000 3 3 0 200,000 c 0 100,000 Gl N 0 0 Section Modulus 100,000 N 80,000 60,000 c 40,000 — 20,000 0 N 0 — 400,000 c a 300,000 N 3 200,000 100,000 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 0 500 1,000 1,500 Station (Ft.) 2,000 2,500 Moduli Comparison 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus ■Section Modulus *Soil Modulus 400,000 a 300,000 _3 3 O 200,000 r- .2 100,000 U v `) 0 0 Section Modulus — 100,000 N 80,000 60,000 c 40,000 2 0 20,000 0 400,000 c 300,000 = 200,000 100,000 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) u 5uu Soil Modulus 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison 500 1,000 1,500 2,000 2,500 Station (Ft.) I Section Modulus Soil Modulus I Section Modulus Soil Modulus 400,000 300,000 _3 3 O 200,000 r- .2 100,000 U v `) 0 0 100,000 r- 80,000 .N CL V) 60,000 3 3 0 40,000 5 '0 20,000 V) 0 0 Section Modulus ♦ 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 500 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison 400,000 ■ c ■ a 300,000 ■ ■ ■ = 200,000 100,000 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Section Modulus Soil Modulus I Section Modulus Soil Modulus 400,000 Ln CL 300,000 3 7 c 200,000 c 100,000 u N 0 100,000 80,000 60,000 c 40,000 0 20,000 N 0 0 Section Modulus 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 400,000 c CL 300,000 tA 200,000 3 0 100,000 0 500 1,000 1,500 Station (Ft.) 2,000 2,500 *Section Modulus *Soil Modulus 400,000 Ln CL 300,000 3 7 c 200,000 c 100,000 u vi 0 100,000 80,000 CL 60,000 3 c 40,000 5 '0 20,000 N 0 400,000 c CL 300,000 tA 200,000 0 100,000 Section Modulus 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulu *Section Modulus 0 500 0 + 0 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison ■ 500 1,000 1,500 2,000 2,500 Station (Ft.) ♦ Soil Modulus ■Section Modulus *Soil Modulus CORE LOCATION PLAN AND CORE SAMPLE LOG o - -0 VV 3NI-1 HC1VIN 33S �, }III III m W II III I' D 00 CO Cp III I I m r co I I I O III o Z -0 70 s�A 5A III III w mm G)0 7 m m III III <Z III D� o 0 oc III z, LANE 4 III III III bw III III III III III III III III III III D m om D p Sn m 0 z m . r... z mom � .0 Vm Z m wj� Z m0 TDT �� r azG N OO D M Z -< <DA <Oi Z m -V X m N mmD D n m m Amy A m r Z 0 m n <zo 0 o a N C, � , i �t W Z O r D 771 Z LANE 1,.,. O i 0 0 ~ O o lk ��- O + + mD� m cn < cn D Z m o j D m G) x ai N V m m y / 0 2 O 0 o D� �a <<Tl o D m 0i �✓ Q O Z7 < O - C Z ^Jr -: Il Q r v 2 m r < v I' I I •. m 3p F r a w` O_ LMI PN 43164 W P--* Co z O + Cfl co D D s;p s 0 0 r m mm A� mA� Am - O W m r � ZN m m M M � LANE 1 W P--* N Ull W co 3 00 OO r 0 C < C � S mm M mi A� 00 O <z o a a rm <z 0 0 0 D" z � N N r 0/00 U) M a> ylll 00 -1 r cn 02 00 GI / m m Oo Zo N 0 <ym SAi < Zm m / - O � odc DwAit 0y o LANE SEE MATCH LINE AA N I N Cfl O 3 -4 � W OD r O 0 00 r � ZN m M M � m m p m y A m l 0 G)O m m <z N < o W o v o 0 <Z zy jz C j Z o o c') a o oC cn7� � o o D" Z LANE 4 Z" ow • LANE 1 N Ull W co 3 00 OO r 0 C < C � S mm M mi A� 00 O <z o a a rm <z 0 0 0 D" z � N N r 0/00 U) M a> ylll 00 -1 r cn 02 00 GI / m m Oo Zo N 0 <ym SAi < Zm m / - O � odc DwAit 0y o LANE SEE MATCH LINE AA C) 00 0 _ = { C 0 �A 5Wp Dzzi mm m� m m0', 0 0 A m y A O m A m Z m { m o 0 0 o a Z m� D' Z� �O LANE 3 o � � 1 + _q ow f� T• .A 00 r +i <C O D m M � D m 5 0. 0 m0 mmD U O A m> A m ti Z m I m IZ a o o N c» N r a o off` -4 D <� mLANE 2 m <a 0 r N N 00 I s O 3 -4 O 0 OD r O 0 ZN m M M � r 0. DD m m M mm A y e No m N <o of r m o' m W G � <Z zy O j Z o o m r m w o' LANE 1 C) 00 0 _ = { C 0 �A 5Wp Dzzi mm m� m m0', 0 0 A m y A O m A m Z m { m o 0 0 o a Z m� D' Z� �O LANE 3 o � � 1 + _q ow f� T• .A 00 r +i <C O D m M � D m 5 0. 0 m0 mmD U O A m> A m ti Z m I m IZ a o o N c» N r a o off` -4 D <� mLANE 2 m <a 0 r N N 00 O 3 -4 --L 0 OD r O 7 m M M 5 W A D r 0. DD m A0 Z m G � j Z o o a cn7� � o o a� Z LANE 4 C) 00 0 _ = { C 0 �A 5Wp Dzzi mm m� m m0', 0 0 A m y A O m A m Z m { m o 0 0 o a Z m� D' Z� �O LANE 3 o � � 1 + _q ow f� T• .A 00 r +i <C O D m M � D m 5 0. 0 m0 mmD U O A m> A m ti Z m I m IZ a o o N c» N r a o off` -4 D <� mLANE 2 m <a 0 r N N 00 Project No. 43164 VA LaBelle Marvin CORING RESULTS MacArthur Boulevard - Newport Beach, California Client: Civil Works Cores Obtained: February 2018 Technician(s): KH / DL / 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 2/26 1 S MacArthur Boulevard 4 1/4" 2 3/4" AC 281111+ AB No Sample Lateral and Longitudinal Position 1 1/2" AC 235' S Bison Avenue 52' E Curb Face Field Notes: 2/27 2 S MacArthur Boulevard 6 3/4" 1 5/8" ARHM 14 1/4" AB Brown Gravelly 11.6% Lateral and Longitudinal Position 2 AC Clayey Silt 1050' S Bison Avenue 1 1/4" AC 36' E Curb Face 1 7/8" AC Field Notes: Core separated between 2nd & 3rd lift 2/28 3 S MacArthur Boulevard 10 1/4" 1 7/8" ARHM 20 AB Brown Gravelly 9.9% Lateral and Longitudinal Position 2 1/4" AC Fine Sand 1720' S Bison Avenue 1 5/8" AC 24' E Curb Face 2 AC Field Notes: 2 1/2" AC Core separated between 2nd & 3rd lift 2/29 4 S MacArthur Boulevard 9 1/8" 2 1/4" ARHM 12 7/8" AB Brown Gravelly 12.1% Lateral and Longitudinal Position 1 7/8" AC Fine Sand 2125' S Bison Avenue 1 1/8" AC 11' E Curb Face 2 AC Field Notes: 1 7/8" AC Core separated between 2nd & 3rd lift; Ground surface / no tack 2/30 1 S MacArthur Boulevard 10 1/8" 2 1/4" ARHM None AB Brown Gravelly Silt 13.8% Lateral and Longitudinal Position 1 5/8" AC 2810' S Bison Avenue 1 1/4" AC 56' E Curb Face 2 3/4" AC Field Notes: 2 3/8" AC VA LaBelle Marvin Project No. 43164 CORING RESULTS MacArthur Boulevard - Newport Beach, California Client: Civil Works Cores Obtained: February 2018 Technician(s): KH / DL / 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 2/31 1 N MacArthur Boulevard 9 3/4" 2 ARHM 22 1/4" AB Brown Gravelly 7.3% Lateral and Longitudinal Position 1 3/8" AC Fine Sand 470' N Bonita Canyon Drive 1 3/4" AC 53' W Curb Face 4 5/8" AC Field Notes: 2/32 2 N MacArthur Boulevard 6 5/8" 1 3/4" ARHM 25 3/8" AB Brown Gravelly Sand 12.5% Lateral and Longitudinal Position 1 3/4" AC 1083' N Bonita Canyon Drive 3 1/8" AC 36' W Curb Face Field Notes: 2/33 3 N MacArthur Boulevard 6 1/8" 2 AC 147/8" AB Brown Gravelly 10.5% Lateral and Longitudinal Position 2 AC Fine Sand 1860' N Bonita Canyon Drive 2 1/8" AC 22' W Curb Face Field Notes: 2/34 4 N MacArthur Boulevard 6 5/8" 2 AC 14 3/8" AB Brown Gravelly 12.4% Lateral and Longitudinal Position 2 AC Sandy Silt 2280' N Bonita Canyon Drive 2 5/8" AC 10' W Curb Face Field Notes: Core separated between 2nd & 3rd lift 2/35 1 N MacArthur Boulevard 5" 2 1/8" AC 19 AB Brown Gravelly 7.1% Lateral and Longitudinal Position 2 7/8" AC Fine Sand 3430' N Bonita Canyon Drive 53' W Curb Face Field Notes: L LaBelle Marvin APPENDIX D GROUND PENETRATING RADAR PLANS 0 m y 0 z N z r D A O Omz j � y n _ < y (7 D j D jO z A mD7, m O<O D Z m O D m G) X. M CZ W rngmm m m D y A O � 2 LANE 1 00 r CO y � �c �m mm 00 AO <z r I <Z O y 0\ -o2g2- O UJ sv Ul N °m zzy n Z � x� mo��x r Z C n=CD�y> m=j0mO N O O i m A O m o m Z A m y D mvmz0 0 >90 >) o ommrZr im zm < y 6) n O mm DA*m ZO m—',my ,cOv, mm z D�Tmz °z3 om mm 0y.; Z o0 p -m-0 p� Z�<OZ yr c pmyy m 1 D O y m A Oy3A vm�z .m m Oy ym mmDn =z m -pm ym =2ND xA l7=.•.° Z T.my y� Zm m; 01 �?DO 00 All y AN:� m Dmam s vzmD m NXNm yya� m ZmOI mz vZ� O !^ i (n H D W. .. a m LMI PN 43164 0 `_ VV 3NI1 HOiVW 33S :q MITA111 - III II III I'll - y X" �- 3�N�nd � N co W _ r 00 _ ~ r � y GD O 4 :0 5 m 5 x mm ;o zy� my 0 m 1 `m a o N < z ('p co --I Q o oQ Z LANE 1 XII VIII Illi III fI� N l :III O3 00 00 > 00 O D i _ M I f m p cOi A m y <y c p l y m m m A m m 4 LANE 1 00 r CO y � �c �m mm 00 AO <z r I <Z O y 0\ -o2g2- O UJ sv Ul N °m zzy n Z � x� mo��x r Z C n=CD�y> m=j0mO N O O i m A O m o m Z A m y D mvmz0 0 >90 >) o ommrZr im zm < y 6) n O mm DA*m ZO m—',my ,cOv, mm z D�Tmz °z3 om mm 0y.; Z o0 p -m-0 p� Z�<OZ yr c pmyy m 1 D O y m A Oy3A vm�z .m m Oy ym mmDn =z m -pm ym =2ND xA l7=.•.° Z T.my y� Zm m; 01 �?DO 00 All y AN:� m Dmam s vzmD m NXNm yya� m ZmOI mz vZ� O !^ i (n H D W. .. a m LMI PN 43164 0 `_ VV 3NI1 HOiVW 33S :q MITA111 - III II III I'll - y X" �- 3�N�nd � N co W _ r 00 _ ~ r � y GD O 4 :0 5 m 5 x mm ;o zy� my 0 m 1 `m a o N < z ('p co --I Q o oQ Z LANE 1 XII VIII Illi III fI� N O :III O3 00 00 III 00 - _ = I f Iy cOi z vDi <0 <y c I I m m p M G A m sZ� n G� m my m z�r zm spx Az Cc) Amm I I � 1 m < y 0 0 0 0 Y N m < < Z m m {z < Z cn r� --I w y o m 0 > D" I z ro LANE 2 cv. 4 < A z i � (p o e N 00 O O O y nCD m O O O O O o C2 Z N cn o O O SEE MATCH LINE AA O co K 00 \ r U) 00 00 y � = L -- c aN z <y c m�� 0 D sZ� n m mm mcm SNm m z�r zm spx Cc) Amm Amy � 1 m <z m m < r m m {z < Z LANE 1 r� --I w y o m 0 > D" N zN o. LANE 4 < A z - e (p o 4 r y O � n 0 LANE 3 SEE MATCH LINE AA O \ (A 3 co 00 00 L L -- r O aN z <y c m�� y <c 7 Smp sZ� n 0 m A mm m m pmD m z�r x D y O O m m � 1 m 0 Z m m < y� m m {z mm m LANE 1 r� --I w y o m 0 > D" Z zN o. LANE 4 < A - e (p o 4 r y SEE MATCH LINE AA N N 0) N N 00 O \ 00 02 \ C2 00 F�; aN z <y c m�� mM m mm m my C) 6)O DZ No mD m A D ZG 01 pmD Ay> � 1 m c� m m �Z y� Oy mm m LANE 1 r� --I w o U) y m 0 N to N N 0) N N 00 \ 00 02 \ C2 <y c m M m Z N m m m y m m A D OO pmD Ay> O m m <z M r {Z o 0 oC N U) y N to Z O� - e LANE 4 N N 0) N N 00 APPENDIX E IN -FIELD DEFLECTION TESTING DATA LaBelle - Marvin: FWD Reports Page 1 of 37 Location: Newport Beach MacArthur Boulevard North City Limit to Ford Road Date: 2018-02-01 09:27:10 Project: 43164 Begin MacArthur Boulevard Southbound Lane 1 00+00 Begin MacArthur Boulevard Southbound Lane 1 Notes: Begin Testing MacArthur Boulevard; Begin MacArthur Boulevard Pvt Temp: 00 F Southbound Lane 1; CL of North City Limit GPS: 33.647650 Lat, -117.865390 Lon Limit ❑ NIS ❑ 02+00 (test 222) Begin MacArthur Boulevard Southbound Lane 1 Notes: GPS: 33.638630 Lat, -117.861630 Lon Pvt Temp: 81.7° F Avg FWD1: 7.43333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.639620 Lat, -117.861090 Lon FWD6 FWD7 FWDS FWD9 FWD10 8.91 12.11 8.96 7.6 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.18 7.48 5.96 5.23 4.35 3.61 2.58 1.93 1.38 5.98 6.73 9.2 7.43 5.94 5.19 4.32 3.57 2.58 1.93 1.39 6.04 6.66 9.13 7.39 5.94 5.21 4.3 3.57 2.57 1.93 1.39 5.94 6.63 04+01 (test 223) Begin MacArthur Boulevard Southbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 10.0767 GPS: 33.639131 Lat, -117.861391 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 10.22 8.07 6.99 5.63 4.53 3.05 2.12 1.6 7.93 9.13 9.06 10 7.95 6.92 5.59 4.52 3.04 2.13 1.56 8.01 8.98 9.16 10.01 7.99 6.97 5.63 4.52 3.06 2.16 1.54 7.85 9.01 04+32 Notes: Median, Raised Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.639130 Lat, -117.861390 Lon Limit ❑ NIS ❑ 06+00 (test 224) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.08 GPS: 33.638630 Lat, -117.861630 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 12.11 8.96 7.6 5.99 4.76 3.13 2.17 1.64 9.09 10.74 8.94 12.05 8.9 7.58 5.99 4.73 3.12 2.16 1.59 9.06 10.71 8.94 12.08 8.95 7.61 6 4.78 3.14 2.18 1.58 9.07 10.67 06+95 Begin MacArthur Boulevard Southbound Lane 1 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Notes: Change in Pavement 07+39 Notes: LTP Page 2 of 37 Pvt Temp: 0° F GPS: 33.638631 Lat, -117.861631 Lon Limit ❑./ NIS ❑ Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.638631 Lat, -117.861630 Lon Limit ❑ NIS ❑ 08+02 (test 225) Begin MacArthur Boulevard Southbound Lane 1 Notes: GPS: 33.637050 Lat, -117.862220 Lon Pvt Temp: 81.7° F Avg FWD1: 4.25333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 GPS: 33.638100 Lat, -117.861831 Lon FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.3 2.8 2.06 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.23 4.28 2.83 2.61 2.36 2.14 1.78 1.59 1.27 2.8 3.26 9.2 4.22 2.81 2.59 2.34 2.13 1.76 1.6 1.26 2.9 3.23 9.25 4.26 2.83 2.6 2.36 2.13 1.8 1.6 1.28 2.78 3.25 09+68 (test 226) Begin MacArthur Boulevard Southbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 2.66667 GPS: 33.637670 Lat, -117.861990 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.28 2.69 1.77 1.71 1.6 1.51 1.32 1.17 0.98 1.69 2.05 9.28 2.64 1.77 1.68 1.57 1.42 1.31 1.18 0.99 1.86 1.97 9.28 2.67 1.8 1.7 1.55 1.42 1.33 1.17 1.02 1.84 1.98 10+62 Notes: CL of Bison Avenue Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.637670 Lat, -117.861990 Lon Limit ❑ NIS ❑ 12+06 (test 227) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.78333 GPS: 33.637050 Lat, -117.862220 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.3 2.8 2.06 1.95 1.85 1.7 1.54 1.41 1.02 2.06 2.29 9.13 2.77 2.07 1.93 1.85 1.72 1.56 1.43 0.92 2.11 2.26 9.28 2.78 2.06 1.97 1.85 1.74 1.55 1.4 1.1 2.06 2.28 12+49 Notes: Change in Pavement 13+30 Notes: Begin Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.637050 Lat, -117.862220 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F 3/5/2018 LaBelle - Marvin: FWD Reports 13+81 Notes: End Patch Page 3 of 37 GPS: 33.637050 Lat, -117.862220 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.637050 Lat, -117.862220 Lon Limit 9 NIS ❑ 14+05 (test 228) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.32667 Begin MacArthur Boulevard Southbound Lane 1 Notes: GPS: 33.636530 Lat, -117.862410 Lon Lat, -117.862750 Lon Pvt Temp: 81.7° F Avg FWD1: 11.0833 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.3 8.33 6.73 5.97 5.16 4.55 3.59 2.95 2.36 6.48 7.17 9.25 8.32 6.73 6 5.19 4.52 3.63 2.94 2.51 6.67 7.16 9.28 8.33 6.75 6.01 5.21 4.53 3.62 2.95 2.48 6.51 7.19 16+01 (test 229) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.35 Begin MacArthur Boulevard Southbound Lane 1 Notes: GPS: 33.636021 Lat, -117.862601 Lon Lat, -117.862750 Lon Pvt Temp: 81.7° F Avg FWD1: 11.0833 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.18 8.38 6.87 6.32 5.68 5.08 4.35 3.55 2.85 7.02 7.66 9.11 8.34 6.88 6.33 5.7 5.13 4.36 3.61 2.84 6.96 7.63 9.18 8.33 6.82 6.25 5.63 5.07 4.3 3.52 2.79 6.9 7.55 18+00 (test 230) Begin MacArthur Boulevard Southbound Lane 1 Notes: Alligator Cracks in LWT Pvt Temp: 81.7° F Avg FWD1: 9.26667 Begin MacArthur Boulevard Southbound Lane 1 Notes: GPS: 33.635491 Lat, -117.862750 Lon Pvt Temp: 81.7° F Avg FWD1: 11.0833 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.89 9.2 7.73 7.02 6.02 5.19 4.01 3.07 4.49 7.43 8.31 9.06 9.32 7.86 7.13 6.15 5.31 4.08 3.1 6.33 7.57 8.4 9.03 9.28 7.83 7.13 6.17 5.27 4.06 3.08 6.51 7.5 8.37 18+16 Notes: Begin Patch Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.635490 Lat, -117.862750 Lon Limit ❑ NIS ❑ 20+02 (test 231) Begin MacArthur Boulevard Southbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.0833 GPS: 33.634940 Lat, -117.862850 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 11.1 9.8 9.1 8.04 7.13 5.69 4.4 3.41 9.74 10.43 8.91 11.15 9.84 9.11 8.06 7.13 5.7 4.38 3.42 9.71 10.48 8.91 11 9.74 8.99 7.99 7.06 5.66 4.36 3.38 9.62 10.33 21+64 (test 232) Begin MacArthur Boulevard Southbound Lane 1 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 4 of 37 Notes: On Patch GPS: 33.634400 Lat, -117.862940 Lon Pvt Temp: 81.7° F Avg FWD1: 8.23 GPS: 33.634510 Lat, -117.862920 Lon FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.01 8.26 6.94 6.38 5.57 4.83 3.81 2.94 2.35 7.39 7.86 9.03 8.25 6.93 6.38 5.6 4.87 3.83 2.96 2.38 7.39 7.86 9.01 8.18 6.9 6.32 5.56 4.81 3.8 2.93 2.36 7.31 7.75 21+71 Notes: End Patch 21+81 Notes: LTP Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.634510 Lat, -117.862920 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.634510 Lat, -117.862921 Lon Limit ❑ NIS ❑ 22+03 (test 233) Begin MacArthur Boulevard Southbound Lane 1 Notes: Alligator Cracks in LWT Pvt Temp: 81.7° F Avg FWD1: 10.1333 GPS: 33.634400 Lat, -117.862940 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 10.16 8.38 7.67 6.69 5.83 4.65 3.67 2.92 8.81 9.46 9.08 10.1 8.35 7.65 6.66 5.81 4.67 3.66 2.89 8.82 9.41 9.18 10.14 8.41 7.68 6.7 5.84 4.66 3.66 2.81 8.77 9.44 23+75 (test 234) Begin MacArthur Boulevard Southbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 8.11333 GPS: 33.633931 Lat, -117.863011 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.06 8.12 6.43 5.74 5 4.2 3.3 2.65 2.16 6.44 7.32 9.13 8.12 6.44 5.84 5.03 4.23 3.35 2.73 2.23 6.5 7.29 9.08 8.1 6.43 5.77 5.04 4.23 3.36 2.69 2.23 6.42 7.25 24+39 Notes: CL of Vilaggio 24+81 Notes: Begin Patch 26+02 (test 235) Notes: On Patch Avg FWD1: 8.31333 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.633930 Lat, -117.863010 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.633930 Lat, -117.863010 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 81.7° F GPS: 33.633320 Lat, -117.863101 Lon 3/5/2018 LaBelle - Marvin: FWD Reports Page 5 of 37 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.76 8.31 7.08 6.45 5.67 4.95 3.82 2.84 2.15 7.27 8.05 8.86 8.3 7.05 6.46 5.67 4.92 3.79 2.84 2.13 7.28 7.99 8.91 8.33 7.05 6.45 5.65 4.92 3.81 2.88 2.14 7.33 8.05 26+15 Notes: End Patch Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.633320 Lat, -117.863101 Lon Limit ❑ NIS ❑ 28+02 (test 236) Begin MacArthur Boulevard Southbound Lane 1 Notes: GPS: 33.632221 Lat, -117.863231 Lon Pvt Temp: 81.7° F Avg FWD1: 13.18 Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS GPS: 33.632780 Lat, -117.863180 Lon FWD7 FWD8 FWD9 FWD10 9.28 8.34 7.23 6.76 6.1 5.46 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.89 13.19 10.49 9.25 7.58 6.2 4.19 2.73 2.02 10.93 12.21 8.94 13.18 10.53 9.25 7.61 6.23 4.2 2.73 1.87 10.95 12.16 8.94 13.17 10.54 9.27 7.6 6.24 4.21 2.74 1.91 10.93 12.13 30+09 (test 237) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.31667 GPS: 33.632221 Lat, -117.863231 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.28 8.34 7.23 6.76 6.1 5.46 4.41 3.44 3.09 6.98 7.71 9.25 8.3 7.21 6.77 6.12 5.41 4.4 3.47 2.72 7.26 7.68 9.23 8.31 7.18 6.74 6.08 5.45 4.42 3.47 2.75 6.99 7.65 32+02 (test 238) Begin MacArthur Boulevard Southbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 10.3067 GPS: 33.631690 Lat, -117.863200 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.06 10.27 8.62 7.86 6.84 5.91 4.53 3.59 2.68 8.62 9.34 9.11 10.35 8.69 7.95 6.95 6.03 4.61 3.59 2.7 8.69 9.43 9.08 10.3 8.67 7.94 6.9 5.97 4.56 3.56 2.73 8.56 9.34 34+04 (test 239) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.1933 GPS: 33.631140 Lat, -117.863110 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 10.23 8.15 7.39 6.31 5.4 4.04 2.99 2.28 8.25 9.24 8.98 10.2 8.09 7.35 6.32 5.38 4.03 3.04 2.25 8.25 9.16 9.01 10.15 8.1 7.33 6.3 5.38 4.04 3 2.31 8.17 9.08 34+81 Notes: LTP http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 1 Pvt Temp: 0° F GPS: 33.631141 Lat, -117.863111 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 6 of 37 36+02 (test 240) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.03667 GPS: 33.630611 Lat, -117.862981 Lon Lat, -117.862730 Lon Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 9.09 7.57 6.97 6.14 5.37 4.2 3.21 2.43 7.85 8.43 8.91 9 7.56 6.96 6.13 5.34 4.23 3.21 2.42 7.81 8.44 8.86 9.02 7.54 6.94 6.12 5.35 4.2 3.19 2.41 7.78 8.35 38+02 (test 241) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.39333 GPS: 33.630081 Lat, -117.862841 Lon Lat, -117.862730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 6.47 4.97 4.6 4.12 3.66 3.05 2.48 2.17 4.93 5.44 8.98 6.39 4.98 4.6 4.12 3.69 3.06 2.49 2.18 4.98 5.37 8.91 6.32 4.91 4.55 4.08 3.64 3.04 2.46 1.68 4.96 5.36 39+56 (test 242) Begin MacArthur Boulevard Southbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.67667 GPS: 33.629670 Lat, -117.862730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 5.72 4.34 3.98 3.5 3.06 2.42 1.81 1.43 4.18 4.95 8.98 5.68 4.32 3.94 3.49 3.03 2.41 1.8 1.34 4.27 4.92 8.96 5.63 4.3 3.92 3.46 3 2.37 1.79 1.49 4.11 4.9 39+65 Begin MacArthur Boulevard Southbound Lane 1 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.629670 Lat, -117.862730 Lon Limit ❑ NIS ❑ 40+82 Begin MacArthur Boulevard Southbound Lane 1 Notes: CL of Ford Road Pvt Temp: 0° F GPS: 33.629670 Lat, -117.862730 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 1 00+00 Begin MacArthur Boulevard Northbound Lane 1 Notes: Begin MacArthur Boulevard Northbound Lane 1; CL of Bonita Canyon Pvt Temp: 0° F Drive GPS: 33.629670 Lat, -117.862730 Lon Limit ❑ NIS ❑ 00+63 Notes: Median, Raised Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.629670 Lat, -117.862731 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 00+89 Notes: Change in Pavement Page 7 of 37 Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.629671 Lat, -117.862731 Lon Limit ❑ NIS ❑ 01+08 (test 243) Begin MacArthur Boulevard Northbound Lane 1 Notes: GPS: 33.630180 Lat, -117.862720 Lon Pvt Temp: 81.7° F Avg FWD1: 11.7667 Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ GPS: 33.629660 Lat, -117.862580 Lon FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 7 5.41 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 11.95 9.01 7.86 6.35 5.02 3.44 2.46 1.83 9.42 10.7 9.08 11.73 8.9 7.79 6.28 5.02 3.46 2.45 1.85 9.42 10.5 8.91 11.62 8.83 7.75 6.26 5.02 3.47 2.49 1.85 9.18 10.4 03+03 (test 244) Begin MacArthur Boulevard Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.97333 GPS: 33.630180 Lat, -117.862720 Lon Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 7 5.41 4.95 4.29 3.64 2.7 2.02 1.53 5.36 5.99 9.25 6.99 5.49 4.98 4.34 3.71 2.72 2.03 1.5 5.45 6.03 9.2 6.93 5.44 4.95 4.29 3.67 2.71 2.03 1.52 5.32 5.95 04+99 (test 245) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.98333 GPS: 33.630710 Lat, -117.862850 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 9.02 7.31 6.63 5.7 4.81 3.48 2.5 1.85 7.5 8.13 8.96 8.95 7.33 6.65 5.7 4.8 3.5 2.51 1.34 7.53 8.07 9.11 8.98 7.35 6.68 5.73 4.82 3.54 2.51 1.68 7.43 8.09 05+05 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.630710 Lat, -117.862851 Lon Limit ❑ NIS ❑ 06+00 (test 246) Begin MacArthur Boulevard Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.3867 GPS: 33.630980 Lat, -117.862930 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.06 10.5 9.05 8.2 6.94 5.78 4.15 2.99 2.17 8.95 9.85 9.06 10.39 9.01 8.13 6.93 5.76 4.17 3 2.18 8.89 9.79 9.01 10.27 8.88 8.07 6.85 5.71 4.08 2.97 2.17 8.8 9.64 07+00 (test 247) Begin MacArthur Boulevard Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.48 GPS: 33.631241 Lat, -117.862991 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 8 of 37 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.25 9.56 8.14 7.33 6.16 5.07 3.59 2.59 1.88 7.83 8.54 9.25 9.44 8.06 7.24 6.13 5.05 3.62 2.6 1.87 7.78 8.48 9.23 9.44 8.09 7.23 6.13 5.06 3.6 2.61 1.89 7.68 8.45 08+07 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.631240 Lat, -117.862991 Lon Limit ❑ NIS ❑ 09+02 (test 248) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 10.3167 GPS: 33.631790 Lat, -117.863080 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 10.39 8.16 7.29 6.14 5.15 3.72 2.71 2.05 8.22 9.17 8.98 10.28 8.08 7.24 6.12 5.14 3.72 2.73 2.05 8.09 9.04 8.98 10.28 8.13 7.27 6.09 5.15 3.72 2.74 2.03 8.13 9.04 11+04 (test 249) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 10.22 GPS: 33.632350 Lat, -117.863111 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 10.3 8.34 7.44 6.22 5.13 3.6 2.61 1.89 8.51 9.46 8.94 10.22 8.29 7.38 6.19 5.1 3.57 2.59 1.87 8.46 9.41 8.81 10.14 8.26 7.36 6.2 5.11 3.56 2.56 1.89 8.4 9.33 13+05 (test 250) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.43333 GPS: 33.632900 Lat, -117.863070 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.18 8.48 5.69 4.66 3.64 2.93 2.21 1.82 1 5.54 6.74 9.18 8.44 5.67 4.71 3.69 2.97 2.19 1.82 0.5 5.51 6.73 9.2 8.38 5.62 4.67 3.64 2.93 2.22 1.83 1.62 5.44 6.61 15+02 (test 251) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.13 GPS: 33.633430 Lat, -117.862990 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 9.16 5.95 4.83 3.72 2.89 2.07 1.68 1.33 5.86 7.27 8.98 9.1 5.92 4.85 3.72 2.94 2.09 1.67 1.39 5.87 7.23 9.03 9.13 5.96 4.92 3.77 2.97 2.1 1.69 1.39 5.83 7.21 16+39 Notes: CL of Vilaggio http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.633431 Lat, -117.862991 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 9 of 37 17+04 (test 252) Begin MacArthur Boulevard Northbound Lane 1 Notes: GPS: 33.635070 Lat, -117.86273° Lon Pvt Temp: 81.7° F Avg FWD1: 8.96 Avg FWD1: 7.80667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 GPS: 33.633981 Lat, -117.862911 Lon FWDS GPS: 33.634520 Lat, -117.862820 Lon FWD7 FWDS FWD9 FWD10 8.81 13.28 10.11 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 8.92 6.98 6.19 5.17 4.33 3.15 2.41 1.66 7.15 7.91 8.98 9.02 7.07 6.28 5.24 4.38 3.16 2.45 1.36 7.17 7.94 9.06 8.94 7.05 6.27 5.23 4.38 3.17 2.44 1.45 7.03 7.89 19+02 (test 253) Begin MacArthur Boulevard Northbound Lane 1 Notes: GPS: 33.635070 Lat, -117.86273° Lon Pvt Temp: 81.7° F Avg FWD1: 7.80667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.634520 Lat, -117.862820 Lon FWD7 FWDS FWD9 FWD10 8.81 13.28 10.11 8.81 7.21 5.89 Limit ❑d NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 7.84 6.22 5.53 4.64 3.88 2.88 2.21 1.84 6.46 7.02 8.98 7.81 6.19 5.54 4.66 3.92 2.92 2.25 1.87 6.41 6.97 9.03 7.77 6.18 5.52 4.62 3.88 2.89 2.25 1.86 6.35 6.98 21+04 (test 254) Begin MacArthur Boulevard Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.1133 GPS: 33.635070 Lat, -117.86273° Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 13.28 10.11 8.81 7.21 5.89 4.24 3.06 1.77 10.08 11.43 8.84 13.03 10 8.71 7.14 5.88 4.23 3.06 2.02 9.98 11.24 8.86 13.03 10 8.76 7.2 5.91 4.26 3.08 1.43 9.89 11.23 23+01 (test 255) 5.24 3.78 2.9 11.38 12.78 Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 13.2033 GPS: 33.635600 Lat, -117.862600 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.11 13.29 10.99 9.63 7.96 6.5 4.59 3.33 2.49 10.72 12.24 8.2 13.19 10.86 9.54 7.96 6.55 4.6 3.36 2.23 10.72 12.26 8.28 13.13 10.8 9.48 7.9 6.46 4.55 3.29 2.5 10.66 12.13 25+01 (test 256) Begin MacArthur Boulevard Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 14.51 GPS: 33.636130 Lat, -117.862410 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 14.56 11.64 10.34 8.63 7.22 5.18 3.73 2.87 11.47 12.93 8.84 14.55 11.69 10.4 8.74 7.28 5.22 3.77 2.94 11.48 12.9 8.79 14.42 11.59 10.35 8.67 7.28 5.24 3.78 2.9 11.38 12.78 25+83 Notes: LTP 26+93 Notes: Change in Pavement http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.636130 Lat, -117.862410 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.636131 Lat, -117.862410 Lon 3/5/2018 LaBelle - Marvin: FWD Reports Page 10 of 37 Limit 9 NIS ❑ 27+16 (test 257) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.89667 GPS: 33.636690 Lat, -117.862210 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 3.93 2.11 1.89 1.74 1.58 1.46 1.22 1.04 2.14 2.76 9.01 3.91 2.12 1.91 1.72 1.57 1.47 1.24 1.16 2.15 2.74 8.91 3.85 2.1 1.88 1.72 1.58 1.42 1.22 1.51 2.16 2.7 29+01 (test 258) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.55333 GPS: 33.637180 Lat, -117.862030 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.23 2.57 1.59 1.5 1.42 1.33 1.21 1.02 0.66 1.6 1.75 9.16 2.54 1.53 1.47 1.38 1.32 1.17 1 0.91 1.66 1.71 9.2 2.55 1.58 1.48 1.41 1.31 1.24 1.08 1.17 1.68 1.75 30+04 Notes: CL of Bison Avenue 31+17 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.637181 Lat, -117.862031 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.637180 Lat, -117.862031 Lon Limit ❑ NIS ❑ 31+41 (test 259) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.25333 GPS: 33.637800 Lat, -117.861800 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.81 9.31 7.25 6.28 5.06 4.15 3.05 2.28 1.82 7.76 8.78 8.79 9.24 7.24 6.27 5.08 4.14 3.03 2.29 1.82 7.64 8.64 8.86 9.21 7.22 6.25 5.08 4.16 3.05 2.29 1.81 7.65 8.61 33+02 (test 260) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.87333 GPS: 33.638230 Lat, -117.861651 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.84 6.82 5.28 4.56 3.73 2.96 1.96 1.45 1.11 5.42 6.13 8.94 6.87 5.33 4.63 3.77 3 2.01 1.46 1.09 5.45 6.17 8.96 6.93 5.36 4.67 3.8 3.04 2.03 1.46 1.11 5.5 6.17 35+01 (test 261) Begin MacArthur Boulevard Northbound Lane 1 Notes: Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 11 of 37 Avg FWD1: 7.71333 GPS: 33.638750 Lat, -117.861450 Lon Pvt Temp: 81.7° F Avg FWD1: 11.26 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 7.77 6.14 5.3 4.38 3.56 2.5 1.91 1.38 6.06 6.91 8.91 7.66 6.06 5.29 4.33 3.55 2.49 1.88 1.4 6.05 6.83 8.96 7.71 6.12 5.33 4.37 3.57 2.52 1.91 1.42 6.03 6.84 37+01 (test 262) Begin MacArthur Boulevard Northbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.88 GPS: 33.639260 Lat, -117.861230 Lon Pvt Temp: 81.7° F Avg FWD1: 11.26 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 7.92 6.56 5.87 5.01 4.25 3.09 2.32 1.73 6.57 7.22 9.08 7.9 6.5 5.87 5.01 4.25 3.06 2.33 1.68 6.55 7.15 9.06 7.82 6.51 5.84 4.97 4.25 3.08 2.34 1.7 6.5 7.11 39+15 (test 263) 9.16 10.3 9.11 11.19 9.14 8.04 Begin MacArthur Boulevard Northbound Lane 1 Notes: 3.79 2.65 2.03 9.08 10.15 9.16 11.23 Pvt Temp: 81.7° F Avg FWD1: 7.47333 6.69 5.49 3.85 2.7 1.99 9.07 10.17 GPS: 33.639790 Lat, -117.860910 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.11 7.49 5.7 4.89 4 3.25 2.32 1.67 1.29 5.61 6.45 9.16 7.5 5.74 4.95 4.02 3.31 2.34 1.69 1.3 5.58 6.47 9.16 7.43 5.72 4.92 4 3.28 2.35 1.68 1.28 5.47 6.42 40+33 Notes: CL of North City Limit Begin MacArthur Boulevard Northbound Lane 1 Pvt Temp: 0° F GPS: 33.639790 Lat, -117.860910 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 2 00+00 Begin MacArthur Boulevard Southbound Lane 2 Notes: Begin MacArthur Boulevard Southbound Lane 2; CL of North City Pvt Temp: 0° F Limit GPS: 33.639790 Lat, -117.860910 Lon Limit ❑ NIS ❑ 01+01 (test 264) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.26 GPS: 33.639880 Lat, -117.860960 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.13 11.36 9.21 8.09 6.69 5.46 3.8 2.68 2.05 9.16 10.3 9.11 11.19 9.14 8.04 6.66 5.4 3.79 2.65 2.03 9.08 10.15 9.16 11.23 9.13 8.06 6.69 5.49 3.85 2.7 1.99 9.07 10.17 03+18 (test 265) Notes: Avg FWD1: 9.45 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 81.7° F GPS: 33.639361 Lat, -117.861311 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 12 of 37 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 9.5 7.51 6.58 5.37 4.37 3.03 2.09 1.52 7.72 8.76 8.98 9.44 7.53 6.55 5.38 4.38 3.06 2.13 1.56 7.74 8.73 8.96 9.41 7.51 6.56 5.4 4.41 3.07 2.12 1.52 7.69 8.68 05+08 (test 266) FWDS FWD9 FWD10 9.23 3.77 2.44 2.3 2.13 Begin MacArthur Boulevard Southbound Lane 2 Notes: 1.4 1.23 2.3 2.76 9.33 3.74 2.48 2.31 2.13 1.99 Pvt Temp: 81.7° F Avg FWD1: 10.0633 1.22 2.51 2.75 9.33 3.75 2.47 2.32 2.17 2.01 GPS: 33.638891 Lat, -117.861561 Lon 1.22 2.38 2.74 09+08 (test 268) Begin MacArthur Boulevard Southbound Lane 2 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.96 10.06 7.88 6.79 5.42 4.29 2.83 1.89 1.42 7.94 9.03 9.11 10.08 7.9 6.85 5.51 4.37 2.82 1.93 1.44 8.04 9.04 9.18 10.05 7.88 6.85 5.51 4.35 2.83 1.92 1.45 7.91 8.99 06+36 Notes: Change in Pavement Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 0° F GPS: 33.638890 Lat, -117.861560 Lon Limit 9 NIS ❑ 07+00 (test 267) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.75333 GPS: 33.638400 Lat, -117.861760 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.23 3.77 2.44 2.3 2.13 1.97 1.69 1.4 1.23 2.3 2.76 9.33 3.74 2.48 2.31 2.13 1.99 1.72 1.43 1.22 2.51 2.75 9.33 3.75 2.47 2.32 2.17 2.01 1.72 1.43 1.22 2.38 2.74 09+08 (test 268) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.69667 GPS: 33.637850 Lat, -117.861970 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.23 2.7 1.76 1.69 1.6 1.47 1.4 1.19 1.06 1.78 1.95 9.35 2.72 1.76 1.67 1.61 1.51 1.39 1.17 1.04 1.67 1.97 9.2 2.67 1.72 1.66 1.6 1.49 1.38 1.18 1.08 1.61 1.97 10+68 Notes: CL of Bison Avenue Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 0° F GPS: 33.637850 Lat, -117.861970 Lon Limit ❑ NIS ❑ 13+01 (test 269) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.57333 GPS: 33.636831 Lat, -117.862351 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 2.54 1.86 1.73 1.65 1.54 1.41 1.26 1.12 1.89 2.06 9.16 2.59 1.89 1.75 1.63 1.51 1.41 1.25 1.12 1.9 2.05 9.13 2.59 1.92 1.77 1.67 1.56 1.45 1.29 1.16 1.86 2.1 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 2 3/5/2018 LaBelle - Marvin: FWD Reports 13+37 Notes: Begin Patch 13+91 Notes: End Patch Page 13 of 37 Pvt Temp: 0° F GPS: 33.636830 Lat, -117.862350 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 0° F GPS: 33.636831 Lat, -117.862350 Lon Limit ❑ NIS ❑ 15+01 (test 270) Begin MacArthur Boulevard Southbound Lane 2 Notes: Lateral Cracks GPS: 33.635780 Lat, -117.862720 Lon Pvt Temp: 81.7° F Avg FWD1: 7.29667 Limit ❑ NIS ❑ Force FWDS Limit ❑ NIS ❑ Force FWD1 GPS: 33.636310 Lat, -117.862541 Lon FWD3 FWD4 FWDS FWD6 FWD7 FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 7.3 5.55 5.1 4.5 4.01 3.31 2.72 2.28 5.51 6.2 9.03 7.3 5.62 5.1 4.52 4.01 3.33 2.74 2.39 5.57 6.21 9.03 7.29 5.6 5.15 4.53 4.02 3.35 2.74 2.22 5.46 6.22 17+04 (test 271) Begin MacArthur Boulevard Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.59 GPS: 33.635780 Lat, -117.862720 Lon Limit ❑ NIS ❑ Force FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 7.59 5.81 5.3 4.64 3.99 3.03 2.14 1.43 5.87 6.53 9.16 7.64 5.88 5.39 4.73 4.08 3.09 2.15 1.42 6.05 6.61 9.11 7.54 5.84 5.32 4.65 4.05 3.06 2.14 1.39 5.88 6.52 19+04 (test 272) Begin MacArthur Boulevard Southbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.08 GPS: 33.635240 Lat, -117.862850 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 8.11 6.69 6.16 5.52 5.03 4.16 3.35 2.82 6.86 7.39 9.08 8.05 6.67 6.16 5.52 4.96 4.13 3.37 2.95 6.89 7.33 9.06 8.08 6.7 6.19 5.55 5.01 4.15 3.39 2.91 6.88 7.39 21+19 (test 273) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.51 GPS: 33.634661 Lat, -117.862941 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 6.5 5.36 4.87 4.26 3.72 2.98 2.4 1.93 5.4 5.94 9.03 6.51 5.33 4.89 4.26 3.76 3.02 2.43 1.99 5.44 5.98 9.03 6.52 5.34 4.91 4.28 3.72 3.02 2.43 1.96 5.39 5.95 23+10 (test 274) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.37333 GPS: 33.634140 Lat, -117.863020 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.18 6.34 5.13 4.68 4.15 3.69 3.03 2.5 2.34 4.98 5.48 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 9.25 6.41 5.14 4.75 4.19 3.76 3.07 9.16 6.37 5.13 4.75 4.19 3.74 3.08 24+40 Notes: CL of Vilaggio 2.54 2.43 5.06 2.52 2.38 4.99 Page 14 of 37 5.54 5.54 Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 0° F GPS: 33.634140 Lat, -117.863021 Lon Limit ❑ NIS ❑ 25+03 (test 275) Begin MacArthur Boulevard Southbound Lane 2 Notes: GPS: 33.632540 Lat, -117.863250 Lon Pvt Temp: 81.7° F Avg FWD1: 5.15333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.633611 Lat, -117.863101 Lon FWD7 FWDS FWD9 FWD10 9.11 5.42 4.2 3.84 3.38 2.97 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.98 5.16 3.92 3.61 3.25 2.91 2.46 2.02 1.27 4.03 4.53 9.11 5.18 3.96 3.65 3.3 2.95 2.49 2.04 0.4 4.16 4.53 9.03 5.12 3.9 3.64 3.27 2.95 2.47 2.03 1.98 4.05 4.53 27+15 (test 276) Avg FWD1: 6.38667 Begin MacArthur Boulevard Southbound Lane 2 Notes: GPS: 33.631991 Lat, -117.863261 Lon Pvt Temp: 81.7° F Avg FWD1: 5.50667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.633040 Lat, -117.863190 Lon FWD7 FWDS FWD9 FWD10 9.13 6.38 5.43 5.11 4.67 4.26 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 5.47 4.41 4.08 3.6 3.19 2.46 1.94 1.62 4.53 4.95 8.98 5.51 4.43 4.09 3.61 3.19 2.47 1.93 1.59 4.58 4.93 9.06 5.54 4.47 4.09 3.63 3.2 2.52 1.95 1.59 4.61 4.96 29+00 (test 277) Begin MacArthur Boulevard Southbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.43667 GPS: 33.632540 Lat, -117.863250 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 5.42 4.2 3.84 3.38 2.97 2.39 1.92 1.55 4.25 4.85 9.2 5.47 4.26 3.9 3.43 3.05 2.45 1.95 1.55 4.44 4.86 9.11 5.42 4.22 3.85 3.39 3 2.41 1.91 1.51 4.32 4.81 31+04 (test 278) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.38667 GPS: 33.631991 Lat, -117.863261 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 6.38 5.43 5.11 4.67 4.26 3.62 2.99 2.64 5.33 5.81 9.16 6.38 5.43 5.12 4.67 4.25 3.64 2.97 2.38 5.44 5.77 9.2 6.4 5.48 5.16 4.68 4.25 3.63 2.96 4.76 5.4 5.82 33+01 (test 279) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.03333 GPS: 33.631450 Lat, -117.863210 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 7.03 5.73 5.37 4.9 4.49 3.85 3.25 3.79 5.93 6.27 9.11 7.05 5.77 5.39 4.9 4.5 3.88 3.26 2.66 5.99 6.33 9.16 7.02 5.77 5.39 4.93 4.49 3.87 3.26 4.22 5.95 6.3 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 15 of 37 35+02 (test 280) Begin MacArthur Boulevard Southbound Lane 2 Notes: GPS: 33.630381 Lat, -117.862951 Lon Pvt Temp: 81.7° F Avg FWD1: 7.88667 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.630910 Lat, -117.863090 Lon FWD6 FWD7 FWD8 FWD9 FWD10 8.94 7.39 5.16 4.73 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.13 7.87 6.37 5.77 5.01 4.3 3.34 2.52 2.01 6.4 7.11 9.11 7.92 6.41 5.81 5.04 4.38 3.39 2.57 2.48 6.42 7.18 9.06 7.87 6.35 5.78 4.98 4.34 3.39 2.54 1.98 6.44 7.09 37+01 (test 281) Begin MacArthur Boulevard Southbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.39333 Begin MacArthur Boulevard Southbound Lane 2 Notes: GPS: 33.630381 Lat, -117.862951 Lon Pvt Temp: 81.7° F Avg FWD1: 6.89 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 7.39 5.16 4.73 4.21 3.77 3.15 2.53 2.27 5.55 6.19 8.91 7.42 5.22 4.77 4.25 3.82 3.21 2.57 2.26 5.57 6.2 8.98 7.37 5.19 4.73 4.23 3.82 3.19 2.58 2.31 5.58 6.17 39+01 (test 282) Begin MacArthur Boulevard Southbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.90333 Begin MacArthur Boulevard Southbound Lane 2 Notes: GPS: 33.629840 Lat, -117.862820 Lon Pvt Temp: 81.7° F Avg FWD1: 6.89 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 5.97 4.35 3.91 3.35 2.92 2.28 1.88 1.53 4.22 4.87 9.03 5.86 4.31 3.9 3.33 2.9 2.28 1.87 1.5 4.25 4.85 9.01 5.88 4.35 3.92 3.35 2.91 2.3 1.9 1.52 4.27 4.86 39+77 Notes: Change in Pavement Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 0° F GPS: 33.629840 Lat, -117.862820 Lon Limit ❑ NIS ❑ 40+09 (test 283) Begin MacArthur Boulevard Southbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.89 GPS: 33.629550 Lat, -117.862740 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.03 6.85 5.77 5.43 4.91 4.4 3.65 2.93 2.3 5.73 6.03 9.11 6.92 5.77 5.43 4.91 4.46 3.67 2.97 2.38 5.6 6.04 9.08 6.9 5.76 5.43 4.94 4.46 3.65 2.99 2.4 5.73 6.02 40+85 Notes: CL of Ford Road Begin MacArthur Boulevard Southbound Lane 2 Pvt Temp: 0° F GPS: 33.629550 Lat, -117.862741 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 2 00+00 Begin MacArthur Boulevard Northbound Lane 2 Notes: Begin MacArthur Boulevard Northbound Lane 2; CL of Bonita Canyon Pvt Temp: 00 F Drive http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 00+93 Notes: Change in Pavement Page 16 of 37 GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ 02+01 (test 284) Begin MacArthur Boulevard Northbound Lane 2 Notes: GPS: 33.630980 Lat, -117.862890 Lon Pvt Temp: 81.7° F Avg FWD1: 5.37333 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.629911 Lat, -117.862601 Lon FWD6 FWD7 FWD8 FWD9 FWD10 8.96 2.1 1.7 1.6 Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.81 5.42 4.48 4.15 3.69 3.21 2.48 1.87 2.44 4.57 4.92 8.67 5.33 4.4 4.06 3.59 3.16 2.43 1.85 1.98 4.48 4.82 8.76 5.37 4.48 4.11 3.66 3.16 2.44 1.86 8.22 4.53 4.83 04+01 (test 285) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.58 GPS: 33.630450 Lat, -117.862750 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.91 3.59 2.87 2.63 2.31 2.03 1.62 1.34 1.1 2.97 3.16 8.84 3.57 2.85 2.62 2.29 1.98 1.59 1.31 1.13 2.89 3.13 8.86 3.58 2.9 2.61 2.3 2 1.6 1.32 1.18 2.93 3.16 05+07 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.630450 Lat, -117.862750 Lon Limit © NIS ❑ 06+02 (test 286) Begin MacArthur Boulevard Northbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.07333 GPS: 33.630980 Lat, -117.862890 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.96 2.1 1.7 1.6 1.48 1.4 1.28 1.14 0.96 1.77 1.87 8.96 2.05 1.71 1.56 1.46 1.38 1.26 1.12 0.83 1.69 1.81 8.89 2.07 1.66 1.56 1.47 1.39 1.27 1.13 1.01 1.71 1.82 07+99 (test 287) Begin MacArthur Boulevard Northbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.07333 GPS: 33.631510 Lat, -117.863010 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 2.04 1.62 1.5 1.37 1.26 1.23 1.05 0.97 1.64 1.72 9.13 2.12 1.66 1.53 1.44 1.31 1.19 1.13 1.01 1.68 1.79 8.96 2.06 1.65 1.52 1.42 1.31 1.18 1.13 0.97 1.63 1.74 08+08 Begin MacArthur Boulevard Northbound Lane 2 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 17 of 37 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.631510 Lat, -117.863011 Lon Limit ❑ NIS ❑ 10+01 (test 288) Begin MacArthur Boulevard Northbound Lane 2 Notes: Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 1.90667 Pvt Temp: 81.7° F Avg FWD1: 1.75333 GPS: 33.632060 Lat, -117.863060 Lon GPS: 33.633211 Lat, -117.862990 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 1.9 1.42 1.33 1.25 1.18 1.07 1.01 0.84 1.46 1.55 8.86 1.9 1.44 1.33 1.26 1.18 1.07 0.97 0.84 1.49 1.58 8.91 1.92 1.44 1.34 1.26 1.17 1.08 1.01 0.81 1.45 1.58 12+02 (test 289) Pvt Temp: 81.7° F Avg FWD1: 1.72667 Begin MacArthur Boulevard Northbound Lane 2 Notes: GPS: 33.633630 Lat, -117.862930 Lon Pvt Temp: 81.7° F Avg FWD1: 1.90667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.632621 Lat, -117.863061 Lon FWDS FWD9 FWD10 8.89 1.72 1.23 1.18 1.11 1.04 1.01 0.89 0.76 1.29 1.45 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 1.93 1.25 1.17 1.11 1.04 1 0.89 0.77 1.25 1.4 8.86 1.88 1.24 1.16 1.08 1.01 0.99 0.88 0.75 1.2 1.38 8.86 1.91 1.23 1.18 1.09 1.03 1 0.88 0.75 1.25 1.44 13+57 Notes: Testing LWT Split Pavement Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.632620 Lat, -117.863060 Lon Limit ❑ NIS ❑ 14+20 (test 290) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 1.75333 GPS: 33.633211 Lat, -117.862990 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 1.76 1.23 1.13 1.06 0.99 0.93 0.81 0.64 1.25 1.43 8.94 1.75 1.25 1.13 1.05 0.98 0.94 0.84 0.62 1.22 1.42 8.94 1.75 1.26 1.14 1.06 0.99 0.93 0.81 0.65 1.25 1.4 15+76 (test 291) Begin MacArthur Boulevard Northbound Lane 2 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 1.72667 GPS: 33.633630 Lat, -117.862930 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.89 1.72 1.23 1.18 1.11 1.04 1.01 0.89 0.76 1.29 1.45 8.86 1.73 1.28 1.18 1.12 1.04 1 0.9 0.78 1.29 1.45 8.94 1.73 1.27 1.19 1.11 1.04 1.01 0.9 0.79 1.3 1.45 16+38 Notes: CL of Vilaggio http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.633631 Lat, -117.862931 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 18 of 37 18+01 (test 292) Begin MacArthur Boulevard Northbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.02 Begin MacArthur Boulevard Northbound Lane 2 Notes: Near Manhole GPS: 33.634240 Lat, -117.862830 Lon Pvt Temp: 81.7° F Avg FWD1: 6.96667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.01 2.02 1.5 1.35 1.27 1.21 1.12 0.99 0.83 1.47 1.62 8.96 2.01 1.46 1.37 1.28 1.21 1.15 1 0.82 1.48 1.63 9.06 2.03 1.46 1.36 1.29 1.21 1.16 1.01 0.84 1.49 1.64 19+47 Notes: End Split Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.634240 Lat, -117.862831 Lon Limit ❑./ NIS ❑ 19+96 (test 293) Begin MacArthur Boulevard Northbound Lane 2 Notes: Near Manhole GPS: 33.635360 Lat, -117.862640 Lon Pvt Temp: 81.7° F Avg FWD1: 6.96667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 GPS: 33.634780 Lat, -117.862750 Lon FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.52 12.17 10.21 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 7 5.03 4.16 3.19 2.41 1.62 1.08 0.87 5.34 6.23 8.72 6.97 5 4.14 3.18 2.44 1.6 1.08 0.87 5.32 6.17 8.84 6.93 5.01 4.16 3.19 2.43 1.62 1.11 0.9 5.3 6.14 22+11 (test 294) Begin MacArthur Boulevard Northbound Lane 2 Notes: Split Pvt Temp: 81.7° F Avg FWD1: 12.0367 GPS: 33.635360 Lat, -117.862640 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.52 12.17 10.21 9.18 7.75 6.57 4.76 3.52 2.73 10.34 11.46 8.5 11.97 10.07 9.05 7.67 6.5 4.71 3.48 2.69 10.19 11.28 8.59 11.97 10.13 9.07 7.7 6.56 4.75 3.52 2.73 10.21 11.25 24+00 (test 295) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.75333 GPS: 33.635861 Lat, -117.862480 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 3.76 3.39 3.31 3.1 2.83 2.36 2.02 0.92 3.3 3.5 9.06 3.74 3.37 3.28 3.08 2.8 2.33 1.97 3.12 3.25 3.47 9.06 3.76 3.38 3.31 3.1 2.84 2.35 1.98 1.66 3.29 3.47 26+02 (test 296) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 12.5533 GPS: 33.636390 Lat, -117.862290 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 12.61 10.89 9.95 8.6 7.34 5.42 3.99 2.92 10.95 11.81 8.74 12.54 10.84 9.92 8.62 7.34 5.42 3.99 2.91 10.85 11.75 8.69 12.51 10.84 9.9 8.63 7.35 5.44 4.01 2.93 10.88 11.7 26+92 Begin MacArthur Boulevard Northbound Lane 2 Notes: Change in Pavement, End Split Pvt Temp: 0° F GPS: 33.636390 Lat, -117.862290 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 19 of 37 Limit 9 NIS ❑ 28+04 (test 297) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.34 Pvt Temp: 81.7° F Avg FWD1: 4.05333 GPS: 33.637960 Lat, -117.861700 Lon GPS: 33.636920 Lat, -117.862090 Lon Limit ❑ NIS ❑ Force FWDS FWD2 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.84 4.05 3.21 2.86 2.49 2.11 1.65 1.36 1.09 3.34 3.74 8.84 4.07 3.2 2.85 2.49 2.12 1.68 1.38 1.21 3.25 3.72 8.86 4.04 3.18 2.86 2.48 2.13 1.68 1.36 1.11 3.21 3.71 29+32 (test 298) 34+01 (test 300) Begin MacArthur Boulevard Northbound Lane 2 Notes: Near Traffic Sensors Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.23333 Pvt Temp: 81.7° F Avg FWD1: 6.84333 GPS: 33.637250 Lat, -117.861961 Lon GPS: 33.638481 Lat, -117.861511 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 3.25 2.59 2.36 2.13 1.97 1.7 1.51 1.21 2.77 3 9.11 3.23 2.58 2.37 2.14 1.92 1.7 1.49 1.24 2.79 2.99 9.11 3.22 2.56 2.35 2.15 1.9 1.7 1.49 1.18 2.7 2.98 30+12 Notes: CL of Bison Avenue 31+17 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.637250 Lat, -117.861960 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.637250 Lat, -117.861961 Lon Limit ❑ NIS ❑ 32+04 (test 299) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.34 GPS: 33.637960 Lat, -117.861700 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 5.41 4.27 3.72 3.1 2.61 1.96 1.55 4.02 4.33 4.86 8.96 5.32 4.22 3.67 3.05 2.56 1.94 1.48 3.86 4.19 4.79 8.98 5.29 4.2 3.65 3.05 2.56 1.91 1.49 4.03 4.23 4.75 34+01 (test 300) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.84333 GPS: 33.638481 Lat, -117.861511 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.11 6.93 5.93 5.31 4.53 3.81 2.86 2.06 1.55 5.55 6.13 9.03 6.8 5.8 5.22 4.47 3.77 2.82 2.02 1.54 5.44 6.03 9.01 6.8 5.75 5.23 4.47 3.78 2.84 2.07 1.55 5.47 6 35+99 (test 301) Begin MacArthur Boulevard Northbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 20 of 37 Avg FWD1: 6.83333 GPS: 33.638990 Lat, -117.861310 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 6.89 5.63 4.97 4.17 3.5 2.56 1.85 1.41 5.59 6.22 9.01 6.82 5.57 4.93 4.15 3.48 2.53 1.86 1.37 5.53 6.11 8.96 6.79 5.53 4.93 4.14 3.49 2.55 1.86 1.36 5.5 6.1 38+08 (test 302) Begin MacArthur Boulevard Northbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.03333 GPS: 33.639530 Lat, -117.861040 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.98 4.06 3.34 3.01 2.67 2.36 1.91 1.53 1.15 3.33 3.67 8.89 4.01 3.29 3 2.67 2.38 1.89 1.49 1.16 3.28 3.64 8.91 4.03 3.3 3 2.7 2.38 1.89 1.53 1.14 3.32 3.69 40+00 (test 303) Begin MacArthur Boulevard Northbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.66333 GPS: 33.639980 Lat, -117.860720 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.91 8.76 6.89 5.89 4.67 3.66 2.42 1.72 1.25 7.09 8.13 8.89 8.62 6.76 5.8 4.6 3.62 2.39 1.69 1.25 7.11 7.98 8.96 8.61 6.8 5.77 4.61 3.65 2.39 1.7 1.25 7 7.97 40+24 Notes: CL of North City Limit Begin MacArthur Boulevard Northbound Lane 2 Pvt Temp: 0° F GPS: 33.639980 Lat, -117.860721 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 3 00+00 Begin MacArthur Boulevard Southbound Lane 3 Notes: Begin MacArthur Boulevard Southbound Lane 3; CL of North City Pvt Temp: 0° F Limit GPS: 33.639980 Lat, -117.860720 Lon Limit ❑ NIS ❑ 02+00 (test 304) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.84667 GPS: 33.639680 Lat, -117.861140 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.94 6.89 5.16 4.42 3.52 2.88 1.99 1.48 1.02 5.21 6.04 8.98 6.84 5.16 4.4 3.55 2.88 1.99 1.47 1.09 5.2 6 8.96 6.81 5.15 4.4 3.52 2.86 1.99 1.47 1.03 5.2 5.97 03+99 (test 305) Notes: Longitudinal Cracks Avg FWD1: 7.62667 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 3 Pvt Temp: 81.7° F GPS: 33.639201 Lat, -117.861451 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 21 of 37 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 7.7 6.19 5.42 4.47 3.61 2.46 1.77 1.28 6.3 7.06 8.94 7.61 6.1 5.37 4.44 3.56 2.48 1.77 1.3 6.21 6.98 8.89 7.57 6.07 5.32 4.41 3.56 2.47 1.77 1.29 6.19 6.92 05+97 Notes: Change in Pavement Begin MacArthur Boulevard Southbound Lane 3 Pvt Temp: 0° F GPS: 33.639201 Lat, -117.861451 Lon Limit 9 NIS ❑ 06+15 (test 306) Begin MacArthur Boulevard Southbound Lane 3 Notes: GPS: 33.638160 Lat, -117.861890 Lon Pvt Temp: 81.7° F Avg FWD1: 2.50667 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 GPS: 33.638651 Lat, -117.861701 Lon FWD7 FWDS FWD9 FWD10 8.94 2.15 1.54 1.43 1.36 1.25 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 2.5 1.73 1.66 1.6 1.46 1.3 1.18 0.99 1.72 1.92 9.11 2.51 1.71 1.63 1.57 1.48 1.33 1.19 0.66 1.71 1.9 8.98 2.51 1.75 1.63 1.58 1.48 1.31 1.18 0.95 1.73 1.91 08+02 (test 307) Begin MacArthur Boulevard Southbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.14333 Begin MacArthur Boulevard Southbound Lane 3 Notes: GPS: 33.638160 Lat, -117.861890 Lon Pvt Temp: 81.7° F Avg FWD1: 2.39667 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.94 2.15 1.54 1.43 1.36 1.25 1.15 1 0.81 1.57 1.76 8.96 2.15 1.49 1.43 1.36 1.28 1.17 1.01 0.83 1.54 1.76 8.96 2.13 1.5 1.43 1.36 1.28 1.15 1 0.8 1.55 1.75 09+75 (test 308) 1.59 1.48 1.35 1.22 Begin MacArthur Boulevard Southbound Lane 3 Notes: 1.88 1.71 1.59 1.48 1.36 1.23 Pvt Temp: 81.7° F Avg FWD1: 2.19667 GPS: 33.637710 Lat, -117.862051 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.16 2.21 1.54 1.49 1.42 1.27 1.23 1.04 1.72 1.67 1.82 9.03 2.21 1.63 1.48 1.4 1.29 1.21 1.04 1.19 1.66 1.77 9.03 2.17 1.58 1.46 1.38 1.26 1.14 1 2.13 1.66 1.74 10+85 Notes: CL of Bison Avenue Begin MacArthur Boulevard Southbound Lane 3 Pvt Temp: 0° F GPS: 33.637710 Lat, -117.862050 Lon Limit ❑ NIS ❑ 12+01 (test 309) Begin MacArthur Boulevard Southbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.39667 GPS: 33.637121 Lat, -117.862271 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.16 2.41 1.92 1.74 1.59 1.49 1.36 1.27 0.95 1.87 1.99 9.08 2.39 1.87 1.71 1.59 1.48 1.35 1.22 1.19 1.87 1.96 9.11 2.39 1.88 1.71 1.59 1.48 1.36 1.23 0.94 1.85 1.97 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 3 3/5/2018 LaBelle - Marvin: FWD Reports Page 22 of 37 13+48 Notes: Begin Patch Pvt Temp: 0° F GPS: 33.637120 Lat, -117.862270 Lon Limit ❑./ NIS ❑ 13+99 Begin MacArthur Boulevard Southbound Lane 3 Notes: End Patch Pvt Temp: 0° F GPS: 33.637120 Lat, -117.862270 Lon Limit ❑ NIS ❑ 14+16 (test 310) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.23667 GPS: 33.635010 Lat, -117.862920 Lon GPS: 33.636560 Lat, -117.862480 Lon Lat, -117.862820 Lon Limit ❑ NIS ❑ Force FWDS FWD2 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 9.36 8.17 7.59 6.76 5.95 4.72 3.67 1.79 8.05 8.7 8.72 9.23 8.07 7.5 6.69 5.85 4.71 3.59 3.53 7.95 8.6 8.67 9.12 7.95 7.42 6.61 5.83 4.66 3.59 2.37 7.85 8.49 16+01 (test 311) Begin MacArthur Boulevard Southbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.2 GPS: 33.635010 Lat, -117.862920 Lon GPS: 33.636080 Lat, -117.862660 Lon Lat, -117.862820 Lon Limit ❑ NIS ❑ Force FWDS FWD2 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 8.32 7.07 6.37 5.45 4.64 3.47 2.67 1.77 7.26 7.8 8.86 8.19 6.95 6.31 5.44 4.63 3.49 2.63 1.95 7.2 7.7 8.84 8.09 6.86 6.24 5.39 4.6 3.45 2.65 1.96 7.1 7.62 18+06 (test 312) Begin MacArthur Boulevard Southbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.53 GPS: 33.635010 Lat, -117.862920 Lon GPS: 33.635540 Lat, -117.862820 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 6.57 5.81 5.4 4.81 4.2 3.27 2.41 1.84 5.83 6.2 8.74 6.53 5.79 5.36 4.8 4.22 3.31 2.47 1.19 5.85 6.13 8.67 6.49 5.74 5.34 4.77 4.2 3.27 2.43 1.9 5.79 6.11 20+00 (test 313) Begin MacArthur Boulevard Southbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 8.63667 GPS: 33.635010 Lat, -117.862920 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 8.71 7.59 6.97 6.15 5.36 4.14 3.08 2.24 7.69 8.2 8.89 8.64 7.54 6.92 6.15 5.34 4.17 3.09 2.23 7.64 8.15 8.86 8.56 7.44 6.87 6.07 5.33 4.14 3.06 2.22 7.56 8.09 22+09 (test 314) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.01333 GPS: 33.634451 Lat, -117.863011 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 7.06 5.23 4.72 4.19 3.7 2.98 2.34 1.8 5.88 6.42 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 23 of 37 8.64 6.96 5.15 4.66 4.15 3.65 2.93 2.27 1.74 5.8 6.31 8.74 7.02 5.22 4.72 4.22 3.71 2.95 2.33 1.78 5.85 6.35 23+89 (test 315) Begin MacArthur Boulevard Southbound Lane 3 Notes: Near Traffic Sensors, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.35667 GPS: 33.633960 Lat, -117.863080 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 8.4 6.85 6.21 5.38 4.67 3.59 2.76 2.17 7.12 7.7 8.86 8.4 6.86 6.21 5.41 4.71 3.61 2.83 2.19 7.11 7.69 8.84 8.27 6.74 6.13 5.35 4.64 3.58 2.79 2.17 7.04 7.58 24+51 Notes: CL of Vilaggio Begin MacArthur Boulevard Southbound Lane 3 Pvt Temp: 0° F GPS: 33.633960 Lat, -117.863080 Lon Limit ❑ NIS ❑ 26+04 (test 316) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.74667 GPS: 33.633380 Lat, -117.863171 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 6.8 5.79 5.32 4.71 4.07 3.16 2.29 0.6 5.92 6.32 8.74 6.74 5.72 5.28 4.65 4.05 3.16 2.28 8.44 5.79 6.23 8.72 6.7 5.72 5.23 4.63 4.01 3.14 2.26 1.67 5.74 6.24 28+10 (test 317) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.83333 GPS: 33.632820 Lat, -117.863260 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.69 7.87 6.6 6.05 5.36 4.73 3.73 2.95 2.14 6.86 7.4 8.76 7.84 6.57 6.03 5.34 4.7 3.73 2.93 2.13 6.79 7.33 8.76 7.79 6.53 5.98 5.32 4.7 3.69 2.93 2.11 6.79 7.27 30+07 (test 318) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.4233 GPS: 33.632281 Lat, -117.863311 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.67 10.55 8.84 7.92 6.76 5.68 4.08 2.89 2 9.13 9.94 8.67 10.4 8.72 7.81 6.69 5.63 4.06 2.9 2.01 9 9.86 8.69 10.32 8.68 7.83 6.69 5.64 4.08 2.9 2.01 8.95 9.79 32+00 (test 319) Begin MacArthur Boulevard Southbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.57 GPS: 33.631760 Lat, -117.863290 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.74 9.75 8.38 7.66 6.68 5.72 4.37 3.26 2.55 8.29 8.84 8.67 9.5 8.19 7.54 6.58 5.63 4.36 3.18 2.48 8.12 8.64 8.62 9.46 8.14 7.51 6.52 5.6 4.33 3.19 2.5 8.06 8.58 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 24 of 37 34+02 (test 320) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.17 Pvt Temp: 81.7° F Avg FWD1: 6.62333 GPS: 33.631210 Lat, -117.863210 Lon GPS: 33.629540 Lat, -117.862780 Lon Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.86 6.24 5.14 4.76 4.2 3.62 2.74 2.03 1.5 5.26 5.61 8.79 6.14 5.11 4.71 4.14 3.6 2.7 2.03 2.17 5.17 5.57 8.79 6.13 5.11 4.69 4.13 3.61 2.7 2.02 1.69 5.19 5.53 36+02 (test 321) Begin MacArthur Boulevard Southbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.2167 Pvt Temp: 81.7° F Avg FWD1: 6.62333 GPS: 33.630680 Lat, -117.863080 Lon GPS: 33.629540 Lat, -117.862780 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 11.32 8.69 7.71 6.46 5.42 3.77 2.65 1.86 8.66 9.78 8.81 11.24 8.67 7.66 6.42 5.4 3.8 2.64 1.88 8.57 9.67 8.79 11.09 8.55 7.59 6.37 5.37 3.78 2.62 1.86 8.5 9.57 38+02 (test 322) Begin MacArthur Boulevard Southbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.3467 Pvt Temp: 81.7° F Avg FWD1: 6.62333 GPS: 33.630140 Lat, -117.862930 Lon GPS: 33.629540 Lat, -117.862780 Lon Limit ❑d NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.69 11.44 9.64 8.65 7.33 6.12 4.37 2.9 1.96 9.47 10.56 8.72 11.34 9.57 8.6 7.29 6.1 4.38 2.93 1.96 9.39 10.45 8.64 11.26 9.45 8.59 7.28 6.1 4.36 2.89 1.96 9.33 10.35 39+93 (test 323) Begin MacArthur Boulevard Southbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.41667 Pvt Temp: 81.7° F Avg FWD1: 6.62333 GPS: 33.629630 Lat, -117.862800 Lon GPS: 33.629540 Lat, -117.862780 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 5.49 4.25 3.93 3.48 2.98 2.26 1.72 1.31 4.42 4.71 8.74 5.39 4.19 3.87 3.42 2.94 2.24 1.71 1.32 4.31 4.59 8.67 5.37 4.17 3.83 3.41 2.95 2.27 1.69 1.34 4.33 4.61 39+97 Begin MacArthur Boulevard Southbound Lane 3 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.629631 Lat, -117.862801 Lon Limit ❑ NIS ❑ 40+25 (test 324) Begin MacArthur Boulevard Southbound Lane 3 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 6.62333 GPS: 33.629540 Lat, -117.862780 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 6.71 5.65 5.18 4.63 4.1 3.19 2.39 1.2 5.68 6.11 8.86 6.63 5.56 5.11 4.54 4.01 3.16 2.38 3.43 5.64 5.99 8.91 6.53 5.48 5.05 4.52 3.99 3.13 2.37 1.84 5.54 5.91 41+00 Begin MacArthur Boulevard Southbound Lane 3 Notes: CL of Ford Road Pvt Temp: 00 F GPS: 33.629540 Lat, -117.862780 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Begin MacArthur Boulevard Northbound Lane 3 Page 25 of 37 Limit ❑ NIS ❑ 00+00 Begin MacArthur Boulevard Northbound Lane 3 Notes: Begin MacArthur Boulevard Northbound Lane 3; CL of Bonita Canyon Pvt Temp: 0° F Drive GPS: 33.629541 Lat, -117.862780 Lon Limit ❑ NIS ❑ 00+96 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.629541 Lat, -117.862781 Lon Limit ❑ NIS ❑ 01+12 (test 325) Begin MacArthur Boulevard Northbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.31 GPS: 33.629670 Lat, -117.862501 Lon Lat, -117.862631 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 2.35 1.37 1.22 1.1 1.01 0.93 0.86 0.78 1.44 1.69 8.91 2.28 1.39 1.19 1.08 0.98 0.89 0.85 0.78 1.39 1.66 8.98 2.3 1.4 1.23 1.1 0.97 0.92 0.85 0.73 1.45 1.68 03+01 (test 326) Begin MacArthur Boulevard Northbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.40333 GPS: 33.630180 Lat, -117.862631 Lon Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 2.42 1.72 1.6 1.44 1.32 1.16 1.02 0.93 1.77 1.92 8.98 2.38 1.74 1.58 1.43 1.28 1.11 1.01 0.92 1.74 1.91 8.96 2.41 1.71 1.57 1.45 1.28 1.12 1 0.93 1.79 1.9 05+02 (test 327) Begin MacArthur Boulevard Northbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.87 GPS: 33.630710 Lat, -117.862780 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 2.85 2.06 1.91 1.75 1.54 1.39 1.18 1.18 2.43 2.57 8.76 2.87 2.07 1.91 1.74 1.56 1.38 1.18 1.79 2.48 2.55 8.89 2.89 2.07 1.93 1.77 1.57 1.37 1.18 1.68 2.46 2.56 05+12 Notes: Change in Pavement 07+02 (test 328) http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.630711 Lat, -117.862781 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 3 3/5/2018 LaBelle - Marvin: FWD Reports Page 26 of 37 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 1.82667 Begin MacArthur Boulevard Northbound Lane 3 Notes: GPS: 33.631250 Lat, -117.862910 Lon Pvt Temp: 81.7° F Avg FWD1: 8.13 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.76 1.84 1.48 1.36 1.27 1.17 1.11 0.95 1.97 1.47 1.58 8.76 1.83 1.47 1.35 1.27 1.15 1.06 0.94 5.98 1.45 1.55 8.79 1.81 1.43 1.35 1.25 1.17 1.06 0.92 1.51 1.44 1.54 08+10 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.631250 Lat, -117.862910 Lon Limit ❑ NIS ❑ 09+02 (test 329) Begin MacArthur Boulevard Northbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.94333 Begin MacArthur Boulevard Northbound Lane 3 Notes: GPS: 33.631790 Lat, -117.863010 Lon Pvt Temp: 81.7° F Avg FWD1: 8.13 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 2.98 1.95 1.83 1.72 1.59 1.43 1.31 1.3 1.93 2.17 8.81 2.93 1.94 1.8 1.7 1.58 1.42 1.26 0.81 1.93 2.14 8.81 2.92 1.94 1.81 1.7 1.59 1.43 1.26 1.28 1.97 2.17 10+92 (test 330) 15+03 (test 332) Begin MacArthur Boulevard Northbound Lane 3 Notes: Lateral Cracks Notes: Pvt Temp: 81.7° F Avg FWD1: 2.51667 GPS: 33.633441 Lat, -117.862911 Lon GPS: 33.632310 Lat, -117.863030 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.37 2.51 1.89 1.72 1.6 1.48 1.31 1.08 2.43 1.87 2.16 8.37 2.51 1.89 1.73 1.59 1.46 1.31 1.11 2.28 1.92 2.13 8.4 2.53 1.87 1.74 1.59 1.47 1.31 1.12 1.23 1.9 2.1 11+30 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.632310 Lat, -117.863031 Lon Limit ❑ NIS ❑ 13+05 (test 331) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.13 GPS: 33.632890 Lat, -117.862990 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.64 8.17 6.84 6.02 4.94 3.93 2.52 1.71 0.77 6.99 7.69 8.69 8.08 6.76 5.97 4.9 3.89 2.53 1.67 1.2 6.92 7.58 8.79 8.14 6.84 6.03 4.98 3.94 2.54 1.72 1.22 6.93 7.64 15+03 (test 332) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.94333 GPS: 33.633441 Lat, -117.862911 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.74 4.95 4.09 3.68 3.1 2.6 1.92 1.43 1.13 4.27 4.63 8.89 4.95 4.1 3.68 3.13 2.61 1.92 1.41 1.1 4.28 4.61 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 27 of 37 8.67 4.93 4.07 3.66 3.12 2.64 1.94 1.44 1.11 4.24 4.59 16+33 Notes: CL of Vilaggio Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.633441 Lat, -117.862911 Lon Limit ❑./ NIS ❑ 17+01 (test 333) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.21333 GPS: 33.633981 Lat, -117.862831 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 7.21 6.13 5.56 4.83 4.16 3.22 2.51 2.05 6.71 7.08 8.54 7.17 6.09 5.54 4.82 4.15 3.22 2.54 2.99 6.65 7 8.62 7.26 6.21 5.63 4.89 4.21 3.26 2.56 2.09 6.68 7.08 19+04 (test 334) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.56 GPS: 33.634530 Lat, -117.862750 Lon Limit ❑ NIs ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.72 7.61 6.65 6.08 5.3 4.57 3.51 2.72 2.12 6.76 7.24 8.67 7.57 6.59 6.06 5.29 4.53 3.54 2.74 2.11 6.73 7.22 8.57 7.5 6.54 5.97 5.21 4.5 3.48 2.71 2.12 6.68 7.16 21+04 (test 335) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.80333 GPS: 33.635070 Lat, -117.862661 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.54 7.8 7 6.51 5.8 5.14 4.11 3.25 2.72 7.13 7.49 8.64 7.83 7.04 6.52 5.83 5.16 4.14 3.27 2.77 7.12 7.48 8.67 7.78 6.98 6.5 5.78 5.11 4.08 3.25 2.73 7.1 7.46 23+03 (test 336) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.50333 GPS: 33.635610 Lat, -117.862530 Lon Limit ❑ NIs ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 8.59 7.73 7.08 6.28 5.51 4.33 3.35 2.69 7.78 8.18 8.64 8.45 7.59 6.98 6.16 5.42 4.26 3.29 2.64 7.65 8.05 8.67 8.47 7.58 7.03 6.18 5.44 4.29 3.3 2.66 7.67 8.06 25+08 (test 337) Begin MacArthur Boulevard Northbound Lane 3 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 5.19 GPS: 33.636141 Lat, -117.862331 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 5.22 4.2 3.74 3.19 2.64 1.89 1.46 1.16 4.5 4.85 8.67 5.19 4.21 3.76 3.17 2.63 1.91 1.47 1.15 4.36 4.8 8.67 5.16 4.16 3.7 3.14 2.61 1.9 1.43 1.14 4.31 4.79 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 28 of 37 27+01 (test 338) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.16667 Avg FWD1: 5.16667 GPS: 33.636650 Lat, -117.862140 Lon GPS: 33.637711 Lat, -117.861761 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.57 8.21 7.2 6.61 5.78 4.94 3.72 2.83 1.88 7.38 7.97 8.47 8.15 7.14 6.52 5.69 4.89 3.69 2.78 1.99 7.3 7.86 8.52 8.14 7.13 6.53 5.68 4.88 3.68 2.78 1.92 7.26 7.85 29+09 (test 339) 3.62 3.07 2.61 2.02 Begin MacArthur Boulevard Northbound Lane 3 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 5.72 Avg FWD1: 5.98667 GPS: 33.637191 Lat, -117.861941 Lon GPS: 33.638750 Lat, -117.861370 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.28 5.77 4.97 4.48 3.95 3.49 2.88 2.36 2.77 5.02 5.49 8.15 5.68 4.82 4.4 3.83 3.4 2.82 2.3 8.97 5.02 5.39 8.25 5.71 4.83 4.39 3.87 3.43 2.84 2.31 1.2 4.9 5.4 30+04 Notes: CL of Bison Avenue Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.637190 Lat, -117.861940 Lon Limit ❑ NIS ❑ 31+04 (test 340) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Pvt Temp: 81.7° F Avg FWD1: 5.16667 GPS: 33.638240 Lat, -117.861570 Lon GPS: 33.637711 Lat, -117.861761 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.76 5.18 4.05 3.61 3.11 2.63 2.05 1.44 2.33 4.14 4.57 8.86 5.17 4.07 3.63 3.08 2.61 2.01 1.46 2.41 4.09 4.54 8.81 5.15 4.08 3.62 3.07 2.61 2.02 1.45 3 4.09 4.55 31+12 Notes: Change in Pavement Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.637710 Lat, -117.861760 Lon Limit ❑ NIS ❑ 33+05 (test 341) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.93333 GPS: 33.638240 Lat, -117.861570 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.74 4.96 3.87 3.42 2.91 2.46 1.93 1.52 1.27 4.1 4.47 8.67 4.93 3.88 3.44 2.92 2.51 1.96 1.53 4.25 4.01 4.47 8.67 4.91 3.9 3.43 2.92 2.49 1.93 1.51 1.61 4.04 4.47 35+03 (test 342) Begin MacArthur Boulevard Northbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.98667 GPS: 33.638750 Lat, -117.861370 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.67 6.06 4.96 4.38 3.7 3.1 2.29 1.65 1.36 5.06 5.58 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 29 of 37 8.54 5.94 4.85 4.31 3.65 3.06 2.27 1.67 1.33 4.95 5.47 8.52 5.96 4.86 4.31 3.65 3.08 2.29 1.69 1.14 4.97 5.53 37+11 (test 343) Begin MacArthur Boulevard Northbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.23667 GPS: 33.639280 Lat, -117.861131 Lon Avg FWD1: 6.60333 Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 4.26 3.22 2.79 2.35 2.04 1.83 1.51 1.31 3.21 3.68 8.79 4.25 3.25 2.82 2.39 2.08 1.85 1.52 1.33 3.21 3.64 8.74 4.2 3.22 2.81 2.38 2.08 1.84 1.51 1.33 3.2 3.62 39+01 (test 344) Begin MacArthur Boulevard Northbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.14333 GPS: 33.639750 Lat, -117.860850 Lon Pvt Temp: 81.7° F Avg FWD1: 6.60333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 7.15 5.69 4.94 4.03 3.28 2.31 1.68 1.31 5.57 6.37 8.57 7.17 5.71 4.94 4.05 3.26 2.3 1.65 1.31 5.55 6.32 8.72 7.11 5.67 4.94 4.03 3.29 2.32 1.72 1.29 5.54 6.32 40+12 Notes: CL of North City Limit Begin MacArthur Boulevard Northbound Lane 3 Pvt Temp: 0° F GPS: 33.639751 Lat, -117.860851 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 4 00+00 Begin MacArthur Boulevard Southbound Lane 4 Notes: Begin MacArthur Boulevard Southbound Lane 4; CL of North City Pvt Temp: 0° F Limit GPS: 33.639750 Lat, -117.860850 Lon Limit ❑ NIS ❑ 04+13 (test 345) Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.60333 GPS: 33.639190 Lat, -117.861501 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 6.72 4.99 4.21 3.28 2.52 1.59 1.06 0.8 5.13 6.04 8.74 6.57 4.9 4.14 3.23 2.47 1.56 1.06 0.76 5.01 5.9 8.64 6.52 4.86 4.12 3.22 2.47 1.59 1.05 0.78 4.97 5.85 05+16 Notes: Change in Pavement 06+02 (test 346) http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.639190 Lat, -117.861501 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 4 3/5/2018 LaBelle - Marvin: FWD Reports Page 30 of 37 Notes: Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.07333 GPS: 33.636870 Lat, -117.862411 Lon GPS: 33.638440 Lat, -117.861830 Lon Pvt Temp: 81.7° F Avg FWD1: 1.83 8.79 3.11 2.33 2.14 1.94 1.79 1.61 1.38 1.49 2.39 2.69 8.74 3.06 2.3 2.1 1.89 1.75 1.59 1.34 1.47 2.36 2.66 Limit ❑ NIS ❑ GPS: 33.638701 Lat, -117.861731 Lon FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.94 2.69 1.45 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 1.84 1.08 1.04 0.98 0.87 0.9 0.74 0.92 1.16 1.32 8.69 1.81 1.08 1.03 0.99 0.89 0.91 0.74 0.76 1.15 1.33 8.76 1.84 1.1 1.05 1.01 0.87 0.92 0.75 0.91 1.22 1.32 07+02 (test 347) Begin MacArthur Boulevard Southbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.67 Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.07333 GPS: 33.636870 Lat, -117.862411 Lon GPS: 33.638440 Lat, -117.861830 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 3.11 2.33 2.14 1.94 1.79 1.61 1.38 1.49 2.39 2.69 8.74 3.06 2.3 2.1 1.89 1.75 1.59 1.34 1.47 2.36 2.66 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.94 2.69 1.45 1.31 1.18 1.08 0.92 0.8 0.72 1.5 1.81 8.94 2.68 1.44 1.3 1.19 1.04 0.89 0.84 0.72 1.53 1.8 8.86 2.64 1.39 1.26 1.16 1.04 0.88 0.79 0.69 1.52 1.83 08+60 Notes: RTP Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.638441 Lat, -117.861830 Lon Limit ❑ NIS ❑ 09+01 (test 348) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.82333 Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.07333 GPS: 33.636870 Lat, -117.862411 Lon GPS: 33.637930 Lat, -117.862020 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 3.11 2.33 2.14 1.94 1.79 1.61 1.38 1.49 2.39 2.69 8.74 3.06 2.3 2.1 1.89 1.75 1.59 1.34 1.47 2.36 2.66 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 2.83 1.95 1.76 1.57 1.39 1.26 1.08 0.97 2.08 2.4 8.67 2.8 1.91 1.74 1.52 1.36 1.26 1.05 0.93 2.03 2.32 8.67 2.84 1.92 1.74 1.54 1.39 1.26 1.04 0.94 2.04 2.36 09+90 (test 349) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.42333 Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.07333 GPS: 33.636870 Lat, -117.862411 Lon GPS: 33.637691 Lat, -117.862111 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 3.11 2.33 2.14 1.94 1.79 1.61 1.38 1.49 2.39 2.69 8.74 3.06 2.3 2.1 1.89 1.75 1.59 1.34 1.47 2.36 2.66 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 2.44 1.42 1.35 1.29 1.17 1.16 1.01 0.78 1.46 1.69 8.89 2.43 1.42 1.35 1.29 1.2 1.17 0.99 1.48 1.45 1.69 8.76 2.4 1.41 1.33 1.28 1.17 1.16 0.95 0.98 1.44 1.68 10+92 Notes: CL of Bison Avenue Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.637690 Lat, -117.862110 Lon Limit ❑ NIS ❑ 13+04 (test 350) Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.07333 GPS: 33.636870 Lat, -117.862411 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 3.11 2.33 2.14 1.94 1.79 1.61 1.38 1.49 2.39 2.69 8.74 3.06 2.3 2.1 1.89 1.75 1.59 1.34 1.47 2.36 2.66 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 31 of 37 8.74 3.05 2.31 2.11 1.91 1.73 1.59 1.34 1.44 2.41 2.67 13+52 Notes: Begin Patch 14+03 Notes: End Patch Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.636871 Lat, -117.862411 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.636870 Lat, -117.862410 Lon Limit ❑.r NIS ❑ 15+02 (test 351) Begin MacArthur Boulevard Southbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.47667 GPS: 33.636350 Lat, -117.862590 Lon Lat, -117.863011 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 8.59 6.81 6.06 5.15 4.36 3.3 2.52 2.05 6.7 7.54 8.76 8.44 6.73 6.02 5.08 4.39 3.28 2.5 2.1 6.66 7.41 8.81 8.4 6.73 6.01 5.11 4.32 3.29 2.51 2.08 6.62 7.37 17+00 (test 352) Begin MacArthur Boulevard Southbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.21 GPS: 33.635830 Lat, -117.862791 Lon Lat, -117.863011 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 8.28 7.16 6.65 5.89 5.11 4 3.04 2.27 7.37 7.77 8.62 8.19 7.1 6.57 5.81 5.1 3.96 3 2.24 7.27 7.71 8.67 8.16 7.06 6.54 5.79 5.11 3.98 3.01 2.26 7.23 7.64 19+03 (test 353) Begin MacArthur Boulevard Southbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.50333 GPS: 33.635290 Lat, -117.862920 Lon Lat, -117.863011 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.54 7.55 6.55 6.06 5.36 4.67 3.62 2.63 2.09 6.57 7.09 8.54 7.53 6.55 6.07 5.37 4.67 3.6 2.65 2.11 6.56 7.06 8.57 7.43 6.45 5.99 5.31 4.62 3.56 2.59 2.1 6.43 6.97 21+01 (test 354) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: it GPS: 33.634761 Lat, -117.863011 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.42 11.14 9.33 8.52 7.38 6.35 4.67 3.38 2.5 9.43 10.32 8.4 10.96 9.19 8.38 7.26 6.29 4.61 3.37 2.55 9.29 10.1 8.45 10.9 9.17 8.34 7.29 6.28 4.64 3.36 2.5 9.21 10.06 23+00 (test 355) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.31333 GPS: 33.634220 Lat, -117.863090 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 32 of 37 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 7.43 6.58 6.17 5.55 4.94 3.99 3.2 2.59 6.65 6.94 8.67 7.3 6.45 6.07 5.46 4.88 3.91 3.09 2.55 6.52 6.8 8.74 7.21 6.38 6.01 5.43 4.79 3.87 3.1 2.54 6.44 6.75 24+54 Notes: CL of Vilaggio Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.634220 Lat, -117.863091 Lon Limit ❑ NIS ❑ 25+08 (test 356) Begin MacArthur Boulevard Southbound Lane 4 Notes: GPS: 33.633141 Lat, -117.863261 Lon Pvt Temp: 81.7° F Avg FWD1: 6.51 Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS GPS: 33.633660 Lat, -117.863180 Lon FWD7 FWD8 FWD9 FWD10 8.86 8.1 7.05 6.57 5.87 5.17 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.64 6.56 5.73 5.31 4.76 4.17 3.34 2.59 2.08 5.82 6.15 8.62 6.52 5.7 5.27 4.71 4.14 3.32 2.57 2.02 5.71 6.12 8.64 6.45 5.63 5.27 4.67 4.12 3.26 2.54 2.01 5.71 6.05 27+00 (test 357) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.96333 GPS: 33.633141 Lat, -117.863261 Lon Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 8.1 7.05 6.57 5.87 5.17 4.08 3.06 2.61 6.99 7.33 8.79 7.92 6.89 6.42 5.71 5.05 4.02 2.99 2.63 6.7 7.17 8.81 7.87 6.85 6.4 5.72 5.04 3.99 2.98 2.53 6.69 7.14 29+00 (test 358) Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.02333 GPS: 33.632600 Lat, -117.863330 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 6.08 5.31 4.93 4.41 3.85 3.01 2.31 1.73 5.25 5.61 8.59 6 5.26 4.88 4.34 3.82 2.97 2.25 1.71 5.03 5.55 8.64 5.99 5.24 4.84 4.33 3.79 2.98 2.24 1.71 5.01 5.49 31+14 (test 359) Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.87 GPS: 33.632010 Lat, -117.863350 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 2.87 2.07 2.01 1.88 1.69 1.51 1.3 1.19 2.09 2.25 8.76 2.87 2.09 1.96 1.86 1.69 1.53 1.3 1.18 2.14 2.25 8.67 2.87 2.12 1.99 1.85 1.72 1.52 1.29 1.19 2.15 2.24 33+00 (test 360) Begin MacArthur Boulevard Southbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.24667 GPS: 33.631501 Lat, -117.863301 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 5.3 4.29 3.99 3.51 3.08 2.44 1.86 1.78 4.26 4.68 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 33 of 37 8.59 5.22 4.23 3.91 3.48 3.06 2.45 1.88 1.92 4.19 4.61 8.62 5.22 4.25 3.92 3.49 3.09 2.47 1.88 1.99 4.2 4.61 35+11 (test 361) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.59 Begin MacArthur Boulevard Southbound Lane 4 Notes: Near Traffic Sensors GPS: 33.630940 Lat, -117.863190 Lon Pvt Temp: 81.7° F Avg FWD1: 18.37 Pvt Temp: 81.7° F Avg FWD1: 8.05333 Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.5 7.67 6.39 5.84 5.06 4.26 3.12 2.18 1.69 6.57 7.17 8.4 7.55 6.3 5.74 4.98 4.21 3.05 2.18 1.76 6.46 7.06 8.4 7.55 6.3 5.76 5 4.23 3.13 2.17 1.71 6.46 7.07 37+03 (test 362) Begin MacArthur Boulevard Southbound Lane 4 Notes: Begin MacArthur Boulevard Southbound Lane 4 Notes: Near Traffic Sensors GPS: 33.629901 Lat, -117.862910 Lon Pvt Temp: 81.7° F Avg FWD1: 18.37 Pvt Temp: 81.7° F Avg FWD1: 8.05333 Limit ❑ NIS ❑ Force FWD1 GPS: 33.630420 Lat, -117.863050 Lon FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 10.78 8.88 8.11 Limit ❑ NIS -1 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.35 18.53 14.98 13.31 11.29 9.33 5.52 3.89 4.07 14.8 16.59 8.37 18.29 14.87 13.25 11.22 9.3 5.48 3.88 9.58 14.62 16.36 8.42 18.29 14.89 13.25 11.28 9.31 5.47 3.91 8.46 14.67 16.38 37+71 Notes: RTP Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.630420 Lat, -117.863050 Lon Limit ❑ NIS ❑ 39+01 (test 363) Begin MacArthur Boulevard Southbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.6833 Begin MacArthur Boulevard Southbound Lane 4 Notes: Near Traffic Sensors GPS: 33.629901 Lat, -117.862910 Lon Pvt Temp: 81.7° F Avg FWD1: 8.05333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 10.78 8.88 8.11 7.08 6.03 4.48 3.14 2.26 9.05 9.82 8.42 10.68 8.82 8.06 7.05 6.01 4.45 3.15 4.2 8.8 9.69 8.42 10.59 8.77 8.04 7.02 6.03 4.45 3.16 2.28 8.8 9.65 40+06 Notes: Change in Pavement Begin MacArthur Boulevard Southbound Lane 4 Pvt Temp: 0° F GPS: 33.629900 Lat, -117.862910 Lon Limit ❑ NIS ❑ 40+42 (test 364) Begin MacArthur Boulevard Southbound Lane 4 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 8.05333 GPS: 33.629520 Lat, -117.862821 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.64 8.17 6.86 6.18 5.23 4.35 3.02 2.12 1.48 7.02 7.57 8.62 8.04 6.73 6.12 5.21 4.34 3.04 2.12 1.51 6.9 7.41 8.59 7.95 6.69 6.04 5.17 4.27 3 2.09 1.5 6.76 7.31 41+10 Begin MacArthur Boulevard Southbound Lane 4 Notes: CL of Ford Road Pvt Temp: 0° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Begin MacArthur Boulevard Northbound Lane 4 Page 34 of 37 GPS: 33.629520 Lat, -117.862820 Lon Limit ❑ NIS ❑ 00+00 Begin MacArthur Boulevard Northbound Lane 4 Notes: Begin MacArthur Boulevard Northbound Lane 4; CL of Bonita Canyon Pvt Temp: 00 F Drive GPS: 33.629520 Lat, -117.862820 Lon Limit ❑ NIS ❑ 00+66 Begin MacArthur Boulevard Northbound Lane 4 Notes: Begin Curb and Gutter Pvt Temp: 0° F GPS: 33.629520 Lat, -117.862820 Lon Limit ❑ NIS ❑ 00+97 Begin MacArthur Boulevard Northbound Lane 4 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.629520 Lat, -117.862821 Lon Limit ❑ NIS ❑ 02+09 (test 365) Begin MacArthur Boulevard Northbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 1.89 GPS: 33.629940 Lat, -117.862530 Lon Lat, -117.862670 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.5 1.89 1.14 1.03 0.95 0.9 0.87 0.73 0.68 1.21 1.45 8.62 1.9 1.12 1.03 0.98 0.91 0.9 0.76 0.67 1.18 1.44 8.54 1.88 1.14 1.03 0.98 0.9 0.87 0.73 0.68 1.16 1.42 04+01 (test 366) Begin MacArthur Boulevard Northbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 1.95 GPS: 33.630450 Lat, -117.862670 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.59 1.95 1.19 1.05 0.99 0.94 0.88 0.76 0.8 1.18 1.37 8.74 1.96 1.16 1.05 1 0.91 0.87 0.8 0.78 1.17 1.36 8.69 1.94 1.19 1.03 0.97 0.92 0.87 0.8 0.82 1.14 1.36 05+11 Begin MacArthur Boulevard Northbound Lane 4 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.630450 Lat, -117.862670 Lon Limit ❑ NIS ❑ 06+00 (test 367) Begin MacArthur Boulevard Northbound Lane 4 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 4.01667 GPS: 33.630991 Lat, -117.862791 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 35 of 37 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 4.05 3.09 2.67 2.21 1.86 1.51 1.27 1.09 3.24 3.72 8.42 3.98 3.06 2.65 2.2 1.88 1.52 1.24 1.08 3.2 3.68 8.5 4.02 3.05 2.68 2.21 1.88 1.51 1.27 1.09 3.21 3.65 08+10 (test 368) Begin MacArthur Boulevard Northbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.53667 GPS: 33.631551 Lat, -117.862931 Lon Lat, -117.862910 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 2.54 2.15 1.93 1.72 1.54 1.33 1.09 0.99 2.15 2.32 8.69 2.53 2.09 1.93 1.69 1.54 1.31 1.09 0.96 2.11 2.26 8.64 2.54 2.1 1.93 1.71 1.54 1.31 1.1 0.99 2.15 2.27 10+03 (test 369) Begin MacArthur Boulevard Northbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.10667 GPS: 33.632080 Lat, -117.862981 Lon Lat, -117.862910 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 5.17 3.89 3.35 2.69 2.14 1.45 1 0.81 4.16 4.73 8.45 5.09 3.89 3.31 2.66 2.11 1.44 1.01 0.82 4.08 4.64 8.47 5.06 3.85 3.29 2.66 2.12 1.45 0.97 0.8 4.02 4.68 12+03 (test 370) Begin MacArthur Boulevard Northbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.46 GPS: 33.632630 Lat, -117.862970 Lon Lat, -117.862910 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.57 5.49 4.58 4.13 3.57 3.05 2.29 1.71 1.32 4.7 5.05 8.5 5.47 4.58 4.11 3.53 3.06 2.3 1.69 1.3 4.68 5.05 8.47 5.42 4.5 4.07 3.51 3.02 2.28 1.68 1.3 4.63 4.99 14+04 (test 371) Begin MacArthur Boulevard Northbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.67667 GPS: 33.633170 Lat, -117.862910 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.57 5.72 4.74 4.27 3.68 3.17 2.48 1.89 1.68 4.91 5.31 8.59 5.67 4.69 4.28 3.67 3.17 2.48 1.91 1.66 4.88 5.29 8.47 5.64 4.65 4.24 3.67 3.15 2.47 1.89 1.67 4.82 5.22 14+23 Notes: RTP Begin MacArthur Boulevard Northbound Lane 4 Pvt Temp: 0° F GPS: 33.633170 Lat, -117.862910 Lon Limit ❑ NIS ❑ 15+72 (test 372) Begin MacArthur Boulevard Northbound Lane 4 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 6.23 GPS: 33.633620 Lat, -117.862841 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.4 6.26 5.23 4.75 4.1 3.47 2.69 2 1.54 5.36 5.95 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 8.33 6.24 5.19 4.72 4.11 3.48 2.68 8.35 6.19 5.2 4.73 4.08 3.46 2.68 16+31 Notes: CL of Vilaggio 2.01 1.58 5.4 2 1.54 5.31 Page 36 of 37 5.92 5.92 Begin MacArthur Boulevard Northbound Lane 4 Pvt Temp: 0° F GPS: 33.633620 Lat, -117.862840 Lon Limit ❑ NIS ❑ 18+00 (test 373) Begin MacArthur Boulevard Northbound Lane 4 Notes: GPS: 33.635360 Lat, -117.862550 Lon Pvt Temp: 81.7° F Avg FWD1: 4.63667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.634251 Lat, -117.862751 Lon FWD7 FWDS FWD9 FWD10 8.59 6.14 5.08 4.6 3.93 3.35 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.59 4.64 4.06 3.77 3.38 3.01 2.52 2.05 1.74 4.1 4.36 8.57 4.63 4.05 3.75 3.37 2.99 2.51 2.06 1.76 4.08 4.34 8.64 4.64 4.06 3.8 3.42 3.02 2.53 2.07 1.78 4.08 4.35 20+12 (test 374) Begin MacArthur Boulevard Northbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.97 GPS: 33.634830 Lat, -117.862650 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 6.01 5.19 4.72 4.07 3.56 2.83 2.24 1.73 5.28 5.68 8.52 5.94 5.09 4.65 4.08 3.54 2.84 2.26 1.75 5.19 5.62 8.57 5.96 5.15 4.69 4.09 3.55 2.84 2.24 1.8 5.23 5.63 22+11 (test 375) Begin MacArthur Boulevard Northbound Lane 4 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.10333 Begin MacArthur Boulevard Northbound Lane 4 Notes: GPS: 33.635360 Lat, -117.862550 Lon Pvt Temp: 81.7° F Avg FWD1: 4.76667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 6.14 5.08 4.6 3.93 3.35 2.61 2.01 2.45 5.15 5.66 8.67 6.1 5.05 4.54 3.88 3.34 2.59 2 3.12 5.06 5.62 8.59 6.07 5.03 4.53 3.9 3.34 2.59 2 2.55 5.07 5.59 22+74 Begin MacArthur Boulevard Northbound Lane 4 Notes: Lane 4 Becomes 73 Freeway Onramp Pvt Temp: 0° F GPS: 33.635361 Lat, -117.862551 Lon Limit ❑ NIS ❑ 24+03 (test 376) Begin MacArthur Boulevard Northbound Lane 4 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.76667 GPS: 33.635870 Lat, -117.862381 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.54 4.76 4.07 3.68 3.2 2.79 2.21 1.68 1.37 4.17 4.49 8.54 4.77 4.1 3.73 3.27 2.85 2.29 1.76 1.42 4.21 4.51 8.54 4.77 4.08 3.73 3.25 2.85 2.27 1.71 1.42 4.18 4.48 25+27 Begin MacArthur Boulevard Northbound Lane 4 Notes: RTP Pvt Temp: 0° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 37 of 37 GPS: 33.635870 Lat, -117.862380 Lon Limit ❑ NIS ❑ 26+02 (test 377) Begin MacArthur Boulevard Northbound Lane 4 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.17333 GPS: 33.636390 Lat, -117.862190 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 8.23 7.24 6.64 5.71 4.9 3.65 2.8 2.05 7.45 7.9 8.59 8.16 7.13 6.53 5.64 4.86 3.61 2.73 2.05 7.35 7.81 8.62 8.13 7.14 6.54 5.65 4.88 3.65 2.77 2.09 7.33 7.8 28+02 (test 378) Begin MacArthur Boulevard Northbound Lane 4 Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 6.56333 GPS: 33.636920 Lat, -117.862000 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 6.64 5.6 5.12 4.49 3.89 2.94 2.19 1.81 5.55 5.97 8.76 6.51 5.48 5.05 4.4 3.84 2.88 2.17 1.68 5.43 5.84 8.81 6.54 5.53 5.07 4.41 3.83 2.87 2.15 2.2 5.44 5.86 29+24 (test 379) Begin MacArthur Boulevard Northbound Lane 4 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 5.65 GPS: 33.637241 Lat, -117.861881 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.2 5.67 4.36 3.78 3.02 2.42 1.76 1.35 1.11 4.92 5.54 8.2 5.67 4.33 3.76 3.03 2.41 1.75 1.35 1.06 4.91 5.5 8.15 5.61 4.32 3.71 3 2.39 1.75 1.34 1.09 4.87 5.45 30+00 Notes: CL of Bison Avenue 40+04 Notes: CL of North City Limit http://www.labellemarvin.com/fwd/fwdlive/report.php Begin MacArthur Boulevard Northbound Lane 4 Pvt Temp: 0° F GPS: 33.637240 Lat, -117.861880 Lon Limit ❑ NIS ❑ Begin MacArthur Boulevard Northbound Lane 4 Pvt Temp: 0° F GPS: 33.637241 Lat, -117.861880 Lon Limit ❑ NIS ❑ 3/5/2018 APPENDIX F R -VALUE DETERMINATIONS (CA 301) Ln n R -VALUE DATA SHEET Labe le MaMnV n PROJECT No. 43164 DATE: 3/2/2018 BORING NO. Subgrade 2-34 MacArthur Boulevard City of Newport Beach SAMPLE DESCRIPTION: Brown DESIGN CALCULATION DATA Traffic Index Givem 11.5 SPECIMEN ID b 11.5 Mold ID Number 7 8 9 Water added, grams 28 0 8 Initial Test Water, G, 15.6 12.7 13.5 Compact Gage Pressure,psi 75 200 140 Exudation Pressure, psi 156 687 427 Height Sample, Inches 2.59 2.47 2.51 Gross Weight Mold, grams 3053 3011 2847 Tare Weight Mold, grams 1955 1950 1775 Sample Wet Weight, grams 1098 1 1061 1072 Expansion, Inches x 10exp-4 4 18 11 Stability 2,000 lbs (160ps1) 26 / 57 15 / 31 16 / 33 Turns Displacement 5.05 4.48 4.63 R -Value Uncorrected 47 70 68 R -Value Corrected 49 70 68 Dry Density, pcf 111.1 115.5 114.0 DESIGN CALCULATION DATA Traffic Index Givem 11.5 I 11.5 11.5 G.E. by Stability 1.50 0.88 0.94 G. E. by Expansion 0.13 0.60 1 0.37 Equilibrium R -Value 62 by EXUDATION Examined & Checked: 3 /2/ 18 QaOFESSIO,v Z0 3665 REMARKS: Gf = 1.25 0.0% Retained on the 3/4" Sieve. e 9 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 17145143565 uxoivar�u/xmovu�ee ss�xnvxannm — ° ix a ,. 9 9 m - _ b i C S 5 a � w z oa Jm m uxoivar�u/xmovu�ee ss�xnvxannm — ° ix a ,. 9 9 m - _ b i WR -VALUE DATA SHEET LaBelle Marvin PROJECT No. 43164 DATE: 3/2/2018 BORING NO. Subgrade 2-27 MacArthur Boulevard City of Newport Beach SAMPLE DESCRIPTION: Brown Gravelly Clayey Silt ------------------ R-VALUE TESTING DATA I CA TEST 301 DESIGN CALCULATION DATA Traffic Index a SPECIMEN ID b 11.5 Mold ID Number 4 5 6 Water added, grams 35 13 5 Initial Test Water,% 14.6 12.3 11.5 Compact Gage Pressure,psi 80 20D 250 Exudation Pressure, psi 138 363 646 Height Sample, Inches 2.57 2.50 2.51 Gross Weight Mold, grams 3053 3030 3028 Tare Weight Mold, grams 1959 1960 1958 Sample Wet Weight, grams 1096 1 1070 1 1070 Expansion, Inches x 10exp-4 2 9 11 Stability 2,000 Its (160psi) 24 / 53 14 / 31 13 / 27 Turns Displacement 5.35 4.54 4.16 R -Value Uncorrected 49 70 75 R -Value Corrected 51 70 75 Dry Density, pcf 112.6 115.4 115.8 DESIGN CALCULATION DATA Traffic Index Given: 11.5 11.5 11.5 G.E. by Stability 1.44 0,88 0,74 G. E. by Expansion 0.07 0.30 0.37 Equilibrium R -Value 67 by EXUDATION Examined & Checked: 3 /2/ 18 oQPOFES SIOA,'q! R y N �C m 1 fr REMARKS: Gf = 1.25 0.0% Retained on the 3/4" Sieve. to 8 pCE OF The 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 l Santa Ana, CA 927051714 514 3565 1' uxo ueomllxomv venunm vix�nnm B 8 � � S 3 Z e ae g a S f t Ci z a ry 3 � m 1' uxo ueomllxomv venunm vix�nnm B 8 B S a 1 APPENDIX G GLOSSARY OF TERMS APPENDIX G GLOSSARY OF TERMS W LaBelle Marvin PAYEIBR Al1�LY3q CE51(i!. SESTN6.8 RiSPECPCk 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. STRUCTURAL PAVEMENT INVESTIGATION Revi REPORT For University Drive From Jamboree Road to City Limits (SR -73) Within the City of Newport Beach, California Project No. 43164 Date: April 17, 2018 Client: City of Newport Beach C/O Civil Works Engineers 3151 Airway Avenue I Suite T-1 LfA LaBelle Marvin RCE 30659 Professional Pavement Engineering 2700 South Grand Avenue, Santa Ana, CA 714-546-3468 — label lemarvin.com Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 Lel LaBelle -'.. . TABLE OF CONTENTS SECTION PAGE 1.0 PROJECT OVERVIEW 1 2.0 SCOPE OF SERVICES 2 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 6 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 16 7.0 SUBSURFACE EXPLORATION 17 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 8.05 STRUCTURAL SECTION ANALYSIS - IN PACE STRENGTH TESTING 9.0 CONCLUSIONS AND RECOMMENDATIONS 24 10.0 REPLACEMENT SECTION ALTERNATIVES 30 11.0 SUBGRADE CONDITIONS 31 10.01 CONVENTIONAL SECTION PROCEDURE 10.02 FULL DEPTH ASPHALT CONCRETE PROCEDURE 12.0 MATERIAL RECOMMENDATIONS 32 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LM Labelle-'. . iI►III:T411111bill" 11IQ L1 I The City of Newport Beach, California in conjunction with community input and the Citywide Pavement Management Plans have identified the need for rehabilitation of University Drive from Jamboree Road to the City limits (approximately 2,450 feet). The current roadway surface includes extensive and in certain locations, severe longitudinal and transverse cracking. The cracking has progressed to block type cracking and in specific locations deteriorated further to alligator cracking. The eastern limits of the project includes a section under State Route 73 (SR -73). The roadway surface includes distinct changes along the alignment corresponding to widening and changes in alignment associated with regional development combined with resurfacing/replacement within the SR -73 right of way. Cracking patterns aid in defining the various phases of construction, with certain patterns consistent with prior subgrade stabilization, likely utilizing quick lime. The raised turf median is also impacting the roadway surface, resulting in erosion or raveling of the pavement surface. Prior maintenance/rehabilitation sequences apparently included use of slurry seals and thin overlays. Spalling of the previous asphalt concrete overlays has resulted in potholes, particularly in the westbound number one and two lanes between Baypoint Drive and the Bonita Creek Bridge west of SR -73. Improvement of the roadway may include simple resurfacing with location specific reconstruction, pavement milling and asphalt concrete inlay/overlay or use of crack mitigating measures consistent with previous use of asphalt rubber hot mix surfacing materials. Specific plans or improvements relating to current raised median, frontage improvements or changes, ADA compliant ramp construction and/or lane reconfiguration, if any are being developed by the design team, independent of this investigation. The directions of travel are separated by a raised median with various types of vegetation, trees and/or turf. Surface staining and pavement damage between Jamboree Road and the Bonita Creek Bridge west of SR -73 is extensive and evidence of the impacts of landscape irrigation Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . runoff from the turf planting materials. Patching of the surface to address the water related damage is widespread particularly westbound. Bicycle lanes are provided along each side of the roadway. No parking is permitted along this roadway segment. Turn outs are provided for scheduled transit bus service immediately east of La Vida in the eastbound direction and coinciding with the westbound right turn lane at Baypoint Drive. The specific locations and grade impacts on planned improvements should be determined during topographic surveys performed by the design team. Current roadway conditions reflect the original alignment combined with various alignment changes, asphalt concrete overlays and construction associated with SR -73. 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 corresponding to the existing crack network. 2.0 SCOPE OF SERVICES Investigation of University Drive from Jamboree Road to the City limits includes verification of structural conditions along the outside wheel path of each of the travel lanes. The investigation utilized: Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. - 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 sequences. - 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . - 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 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . - 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: - 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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 engineering, yielding recommendations for rehabilitation and/or reconstruction where required due to potential grade restrictions determined by the design team during topographic surveys. Reconstruction or new construction may also be required where future plans include widening, realignment, ADA ramp construction or dedicated turn lanes. 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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. 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 future increases in transit bus service, future bus weight increases, increased numbers and Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . sizes of refuse and recycling trucks and the impact on both residents and businesses during any of the alternative rehabilitation procedures. 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. 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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. 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 current edition. 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . structural performance of the roadway for ten or even twenty years, consistent with the design traffic indices. 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 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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. 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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 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, roadway construction history, structural improvement requirements, construction logistics, grade limitations, and the need for a wearing surface, independent of the CIR layer. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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 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 improvements 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. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LM Labelle-'. . 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. C��i�:7e��y[�1�������I►de���� 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. Traffic Indices are typically developed through evaluation of current traffic patterns, truck and bus 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. Traffic Index (TI) information was developed by others on behalf of Civil Works and the City of Newport Beach. Scheduled transit use along University Drive includes Route 79/79A and includes 33 buses per day, each direction. The provided 9.0 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. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 5.0 FIELD CONDITIONS University Drive is a collector/arterial roadway providing access from Jamboree Road (Back Bay) along San Diego Creek, below SR -73 and MacArthur Boulevard into Irvine, accessing the University of Irvine and surrounding residential/commercial areas. The roadway serves as a collector roadway for various conventional housing communities, access to the University of California, Irvine and serves as an arterial/collector roadway accessing various areas of retail and commercial use. The roadway also serves higher density housing adjacent to the roadway such as the Baypoint Apartment Homes. The roadway includes a raised, turf landscape median which includes irrigation related runoff across the roadway surface. Historical resurfacing has included use of conventional slurry seal materials and apparently in the westbound direction, asphalt concrete overlay. The combined traffic and irrigation runoff appear to be contributing to erosion of the pavement surface, spalling of the slurry seal and thin overlays and formation of limited depth pot holes. Extensive patching, particularly in the westbound direction between the Bonita Creek Bridge and Baypoint Drive combine with a very prevalent block cracking pattern. Based on the cracking pattern, the original roadway appears to be buried under the westbound # 1 and #2 lanes and potentially the eastbound #1 lane. The cracking pattern which likely corresponds to phased construction of University Drive and realignment associated with construction of the SR-73/MacArthur Boulevard interchange may also include prior subgrade modification though the addition of quicklime. Previous resurfacing has not fully addressed the current cracking condition. The roadway east of the Bonita Creek Bridge appears to relate to the SR-73/MacArthur Boulevard interchange. The condition in the westbound lanes however suggests these lanes may correspond to the original roadway alignment prior to the SR -73 project and as such include either simple slurry seal or overlay of a previous roadway segment. Similarly, the conditions from La Vida/Baypoint Drive to Jamboree Road are in significantly better visual condition. The improved conditions may relate to construction history, such as Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . phased construction of adjacent residential areas and the improvement of the Jamboree Road/University Drive intersection. The raised median between Jamboree Road and Baypoint Drive does not include any landscaping or related landscape irrigation and therefore, does not contribute to irrigation runoff damage. A bicycle lane is generally provided along each side of the roadway. The existing cross slope is limited by the median curb height and as such will also impact planned resurfacing, particularly where structural improvement is required and the median curb height is to be maintained. Based on the water damage between Bonita Creek Bridge and Baypoint Dr/La Vida improvement of the cross slope should be considered and/or modification/elimination of the median planted turf and related turf irrigation runoff. 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 eastbound and four test lines westbound were performed, representing the right wheel path within the travel lanes. 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. The GPR data highlights the apparent history along University Drive. Roadway sections are exceptionally variable and include full depth asphalt concrete in excess of 12". The thick sections also include the eastbound lanes within the SR -73 right of way. The segments likely corresponding to previous alignments include limited areas of 4" to 6" pavements immediately west of the Bonita Creek Bridge and a portion of the westbound lanes Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . below the SR -73 Freeway. Overlay or new construction apparently has resulted in pavement sections within the eastbound travel lane ranging from 6" to 8" thick between Jamboree Road and Bonita Creek Bridge and in the westbound lanes below the SR -73 Freeway. Review of the GPR data suggests the eastbound travel lanes below the Freeway range from 8" to 12" thick, with limited sections in excess of 12" thick. The eastbound lanes below the freeway were therefore likely constructed as part of the SR -73 project. Based on this information, the variable performance along University Drive is readily explained. 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 5 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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, as indicated by the GPR data analysis and verified during core sampling. A large percentage of the roadway includes 6" +/- asphalt concrete, likely corresponding to the original roadway alignment prior to widening of the Bonita Creek Bridge and construction of SR -73 improvements. The westbound lanes core samples reveal 3 to 4 pavement layers, with the most recent layer ranging from 1 %" to 2" thick. Core samples in the eastbound lanes include only two layers and were absent this final 1 %" to 2" thick wearing surface. The variable asphalt concrete sections were constructed over an equally variable 5 %" to 17 W thick aggregate base layer. The variable aggregate base sections tend to correlate to changes in subgrade soils, from brown sandy silt between Jamboree Road and Baypoint Drive/La Vida, clayey sandy silt/clayey silt between Baypoint Dr/La Vida and the Bonita Creek Bridge and brown clay below the SR -73 Freeway. Consistent with the turf landscape median impacts on the pavement surface, subgrade moistures were elevated in the westbound lanes between Bonita Creek and Baypoint Dr/La Vida. These variables are ultimately addressed through in place strength testing information discussed on Section 8.05. Subgrade conditions were identified as at or above (wet) predicted equilibrium conditions. Where future plans include widening/realignment or reconstruction and the subgrade is exposed, the subgrade will require drying and processing prior to support of construction equipment and achieving acceptable compaction and grade control. 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 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LM Labelle-'. . such as landscape irrigation within the median area and the adjacent Bonita Creek Park and/or regional water migration or drainage. Subgrade soils along the length of the roadway varied considerably and may reflect historical grading, Back Bay dredging/excavation, more recent grading associated with SR -73 construction etc. Modification of subgrade soils through the use of quicklime was also prevalent during the time of the original University Drive construction and may be contributing to the variation in conditions and the surface cracking prevalent along certain sections of the roadway. Subgrade soils include a mixture of brown silt near Jamboree Road, brown clayey sand silt, and brown clayey silt between Baypoint Drive and the Bonita Creek Bridge and brown clay east of the Bonita Creek Bridge. The prevailing subgrade conditions were generally at or wetter than predicted equilibrium moistures, consistent with surrounding turf irrigation conditions. 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. (5) PAVEMENT SAMPLING AND TESTING SUMMARY AS -BUILT SECTIONS Number of Sample As -Built Results Equilibrium Locations Min. (Inches) Max. (Inches) Asphalt Concrete Pavement 5 55/8" 103/8" Aggregate Base (Encountered) 5 51/2" 173/8" 12%-14.5% SUBGRADE Number of Sample In -Situ Moisture Contents Min. (%) Max. (%) Locations Brown Gravelly Sandy Silt; Brown SI. Clayey Sandy Silt; Brown Gravel ley Clay, Lt Brown 5 13.3% 19.4% Clayey Silt; Lt Brown Silt Number of SUBGRADE Equilibrium EQUILIBRIUM R -VALUE Tests R -Value Moisture Brown Silty Sand 2 55 12%-14.5% Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 8.0 CONDITION AND STRUCTURAL ANALYSIS Evaluation of pavement conditions and structural needs along University Drive includes analysis of the measured pavement strength, documented existing pavement sections, visual pavement conditions, ride qualities, apparent grade and cross slope conditions. The various measurements are compared to the impacts from traffic as represented over time by the Traffic Index. 8.01 Reflective Crack Analysis Pavement distress along University Drive includes developing block and transverse cracking combined with intermittent areas of alligator cracking, particularly between Baypoint Dr/La Vida and the Bonita Creek Bridge. The progression of pavement distress has been addressed through local replacement/patching of failed pavement areas based on specific City performance criteria. The roadway has also apparently been resurfaced using a conventional 1 %" to 2" thick overlay, likely corresponding to the original alignment. The alignment was likely modified as part of the University Drive/Jamboree Road intersection, Bonita Creek Bridge and the SR -73 construction projects. The existing asphalt pavement section is extremely variable ranging from 5 W to 10 W thick. The more typical pavement thicknesses of 5 %" 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 practical given the constraints of the raised median curbs. The impacted cross slope in the westbound lanes between Bonita Creek and Baypoint Dr/La Vida may however, require construction of new median curbs to a higher elevation to enhance drainage conditions. Where planned improvements include construction of new median curbs, additional methods of crack mitigation may be developed. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . Where resurfacing is selected, milling of the roadway to remove the built up slurry seals and delaminating thin overlays will likely 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. Based on measured structural conditions, use of pavement milling followed by placement of an asphalt concrete leveling course for crack control and surface preparation followed by installation of the selected crack mitigating layer is appropriate. Methods of possible reflective treatment over the level course include use of a modified layer such as Asphalt Rubber Hot Mix (ARHM)/Rubberized Hot Mix Asphalt (RHMA). The City has also expressed an interest in developing a pilot project using fiber reinforced asphalt concrete such as Forti-Fi or equal. Based on the conditions observed, a suitable segment of the roadway for the pilot project would correspond to one or more of the westbound travel lanes between the Bonita Creek Bridge and Baypoint Drive. Adjacent lanes could then be resurfaced using ARHM/RHMA for comparison purposes. Use of Cold In -Place Recycling may also be considered given the existing section thicknesses, the roadway history and the planned pilot project. Cold In -Place Recycling does require a new wearing surface in addition to the CIR process. Cold milling depths would likely be in the range of 2" to remove the existing thin overlay and/or provide sufficient space for the final wearing surface. Some bulking of materials should also be expected during the CIR process and as such the milling depth might be extended to 2 %" below finish elevations. The exposed asphalt concrete layer may then be pulverized to a 3" depth and combined with a pre -selected type and application rate of rejuvenating/recycling emulsion. The recycle layer would then be permitted to 'cure' for a limited time, with suitable traffic controls. The final wearing surface, preferably a 2" thick conventional asphalt concrete would then be placed to complete the process. While ARHM/RHMA may be considered for the final wearing surface, the CIR process would negate the need for the additional costs and additional risks of the rubberized wearing surface for this application. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LM Labelle-'. . Given the roadway does not require structural reinforcement, a simplistic 4" deep cold mill followed by placement of a new 4" thick conventional asphalt concrete pavement layer may also be considered. 8.02 Ride Quality Analysis Ride qualities are impacted by the cracking and patching, particularly in the westbound lanes between the Bonita Creek Bridge and Baypoint Dr/La Vida. Where pavement milling and resurfacing is extended across the entire project limits, the current ride qualities will be improved. 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 a subgrade modulus value of 20,000 lbs per cubic inch is typical from Jamboree Road to 1200' easterly. The subgrade modulus increases sharply at that point to a variable 40,000 to 80,000 lbs per cubic inch extending to the Bonita Creek Bridge, consistent with probable previous subgrade modification. The high variable subgrade modulus values also correspond to the extensive surface cracking observed in this roadway segment. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . The 20,000 modulus value corresponds to an in-place R -value >40, consistent with predicted strengths based on laboratory R -value testing. The portion of the roadway exhibited apparent modified subgrade modulus values in excess of 40,000 pounds per cubic inch, corresponding to an R -value greater than 70, consistent with stabilized subgrade materials. The design of roadway improvements along the bulk of the roadway may be based on a maximum 50 R -value. 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 adequate for the design parameters. Based on section comparisons, no asphalt concrete overlay is required along University Drive. 8.05 Structural Section Analysis — In Place Strength Testing Structural analysis based on in place strength testing indicates reinforcement of portions of University Drive is required to meet the stated design parameters. The primary issue for rehabilitation is treatment of the existing pavement cracking and mitigation of reflective cracking through the selected wearing surface. Resurfacing should also address the roadway cross slope, particularly where the median includes landscape irrigation. Establishing a minimum 1.7% cross slope and preferably a Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 2.2% cross slope to address surface drainage and limit damage from irrigation runoff should be considered. Design grades to achieve the preferred cross slope may require either reduction of the median curb face or construction of new median curbs between Baypoint Drive and the Bonita Creek Bridge. 9.0 CONCLUSION / RECOMMENDATION Conclusion Structural modification or reinforcement of University Drive is required based on the design parameters and compared to in place strength measurements and/or documented structural section thicknesses. The most likely cause of the excessive pavement cracking along University Drive is use of subgrade modification along the original roadway alignment prior to the more recent improvement of the intersection of University Drive and Jamboree Road, construction of the Bonita Creek Bridge and construction of the SR-73/MacArthur Boulevard interchange. The majority of the cracking now present apparently corresponds to prior salvaging of the original roadway alignment, damage from landscape irrigation, impeded cross slope drainage, and reflective cracking of the underlying pavement layers combined with probable cracking within a modified subgrade layer. The principal need along University Drive is therefore selection of a resurfacing process which satisfies requirements to mitigate future reflective cracking and is consistent with the City of Newport Beach goals, objectives and policies. A variety of resurfacing techniques and materials are available for consideration including but not limited to use of Asphalt Rubber Hot Mix materials (ARHM), Cold In -Place Recycling (CIR) and construction of a new wearing surface, or potential Pilot Program use of fiber reinforced asphalt concrete such as Forti-Fi or equal. Given the parameters of a planned fiber reinforced Pilot Project, it is likely more than one process may be selected for both short and long term monitoring and evaluation. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . A secondary and equally critical issue is the turf landscape median between Baypoint Drive and the Bonita Creek Bridge. The variety or resurfacing and patching which has been performed over time, combined with periodic slurry sealing have not kept pace with the accelerated deterioration of the wearing surface due to landscape irrigation runoff. Minimum improvements should consider modification of plants or planting materials and irrigation procedures. In concert with the median planting and irrigation modification, the cross slope from the median to the roadway edge should be reestablished to include a minimum 1.7% and preferably 2.2% cross slope from the median curb face to the edge of the roadway gutter lip. Development of the required uniform and suitably steep cross slope may require either reduction of the median curb face or construction of new median curbs. 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 design team is also considering developing a Pilot Project where a portion of the roadway will include crack mitigation using fiber reinforced asphalt concrete such as Forti-Fi or equal. Based on a review of the project, the most suitable area for such a trial would be the westbound #1 and #2 lanes, between the Bonita Creek Bridge and Baypoint Drive. Based on the expressed desire to perform side by side comparisons, the design team may choose to utilize more than one method of crack mitigation for comparison purposes over time. The roadway has been divided into the separate subsections due to the differing surface conditions. Pavement cracking and distress, while present is nominal between Jamboree Road and Baypoint Drive and between the Bonita Creek Bridge and the easterly project limits. Cracking is however, still present in these two reaches, likely as a result of project phasing, realignment, salvaging of portions of the older alignment, etc. While this has contributed to the Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LM Labelle-'. . cracking condition, these areas are and remain structural sound based on the selected design criteria. The third segment is between Baypoint Drive and the Bonita Creek Bridge. The pavement surface includes a variety of conditions, ranging from alligator cracking, severe and widespread block cracking, spalling, developing potholes and patching in the westbound lanes. The eastbound lanes exhibit more moderate distress, although similar distresses are evident in the eastbound lanes of this segment. The segment between Baypoint Drive and the Bonita Creek Bridge is also be impacted by median landscape runoff and poor cross roadway drainage. Moderating reflection cracking within this segment will be challenging. ALTERNATIVE 11 ARHM Asphalt Rubber Hot Mix Wearing Surface/Overlay Alternative One 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. Design new finish elevations as required to meet City required cross slope requirements. The existing landscaped median and turf irrigation, combined with the roadway cross slope between Baypoint Drive and the Bonita Creek Bridge should be carefully reviewed. Where necessary, the cross slope should be increased to 1.7% or where possible 2.2%. The roadway segment will also benefit through median planting and irrigation modification. o Reconstruct eastbound number two lane from 150' east of Jamboree Road centerline to La Vida o Reconstruct westbound number two lane from 550' east to 300' east of Baypoint Drive o Reconstruct westbound number three lane from 550' east to 300' east of Baypoint Drive o Cold mill remainder of roadway 3 %" below existing or new planned elevations o Clean and fill cracking wider than %" Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . o Construct 1 %" thick asphalt concrete level course o Construct 2" thick asphalt rubber hot mix overlay wearing surface Notes: 1) A minimum 1 %" thick level course is recommended to permit use of a %" maximum asphalt concrete material such as Type III C3 PG 64-10 produced and placed in accordance with the Standard Specifications for Public Works Construction. Where a lesser level course is selected during final design, dragging of aggregate under the paver screed is preferred to changing the material to a finer aggregate size. 2) Use of an asphalt concrete level course is recommended to enhance crack mitigating measures, provide a uniform surface for placement of the ARHM crack mitigating layer and moderate the crack filling requirements. 3) A typical 2" thick ARHM/RHMA surface is recommended to enhance the time available to achieve required relative compaction and permit more reliable measurement of relative compaction using nuclear methods during placement 4) Where reduction of the median curb face is permissible, edge milling along the outer curb and gutter, crack fill of cracks wider than %" and placement of a 2" thick ARHM overlay may be considered form Jamboree Road to Baypoint Drive and the Bonita Creek Bridge to the East Project Limits. ALTERNATIVE 2 1 Fiber Reinforced Asphalt Concrete Inlay/Overlay — PILOT PROJECT CONCEPT 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 and a new fiber reinforced asphalt concrete hot mix (Forti-Fi or equal) wearing surface. Based on the design team plans for evaluating the fiber reinforced asphalt concrete performance over time, placement of the materials under similar conditions is recommended. The Pilot Project should include a longitudinal joint for evaluation of constructability and joint performance. Based on the criteria, use of the fiber reinforced materials in the westbound lanes between the Bonita Creek Bridge and Baypoint Drive is suggested. An alternative method of crack mitigation may then be placed in the eastbound lanes for comparison over time. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . Design new finish elevations as required to meet City required cross slope requirements. The existing landscaped median and turf irrigation, combined with the roadway cross slope between Baypoint Drive and the Bonita Creek Bridge should be carefully reviewed. Where necessary, the cross slope should be increased to 1.7% or where possible 2.2%. The roadway segment will also benefit through median planting and irrigation modification. o Reconstruct eastbound number two lane from 150' east of Jamboree Road centerline to La Vida o Reconstruct westbound number two lane from 550' east to 300' east of Baypoint Drive o Reconstruct westbound number three lane from 550' east to 300' east of Baypoint Drive o Cold mill remaining roadway 3 %" below existing or new planned elevations o Clean and fill cracking wider than %" o Construct 1 %" thick asphalt concrete level course o Construct 2" thick fiber reinforced asphalt concrete overlay wearing surface Note: 1) A minimum 1 %" thick level course is recommended to permit use of a %" maximum asphalt concrete material such as Type III C3 PG 64-10 produced and placed in accordance with the Standard Specifications for Public Works Construction. Where a lesser level course is selected during final design, dragging of aggregate under the paver screed is preferred to changing the material to a finer aggregate size. 2) Use of an asphalt concrete level course is recommended to enhance crack mitigating measures, provide a uniform surface for placement of the ARHM crack mitigating layer and moderate the crack filling requirements. The asphalt concrete level course will also provide a more uniform condition for evaluation of the fiber reinforced materials versus other established methods of crack mitigation. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LM Labelle-'. . ALTERNATIVE 3 1 Cold In -Place Recycle (CIR)/Overlay Alternative Three utilizes streetwide cold milling to remove one or more layers of previous asphalt concrete overlays and provide sufficient elevation differential for the CIR process followed by placement of a suitable asphalt concrete wearing surface. Design new finish elevations as required to meet City required cross lope requirements. The existing landscaped median and turf irrigation, combined with the roadway cross slope between Baypoint Drive and the Bonita Creek Bridge should be carefully reviewed. Where necessary, the cross slope should be increased to 1.7% or where possible 2.2%. The roadway segment will also benefit through median planting and irrigation modification. o Reconstruct eastbound number two lane from 150' east of Jamboree Road centerline to La Vida o Reconstruct westbound number two lane from 550' east to 300' east of Baypoint Drive o Reconstruct westbound number three lane from 550' east to 300' east of Baypoint Drive o Cold mill remaining roadway 2 %" below existing or new planned elevations o Pulverize and CIR exposed pavement to 3" depth mixing predetermined type and application rate o Cure CIR layer as required o Construct minimum 2" thick conventional asphalt concrete overlay wearing surface Note: Use of CIR will require acquisition of additional asphalt concrete materials and additional testing to determine the type and amount of recycling agent Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 10.0 REPLACEMENT SECTION ALTERNATIVES Reconstruction of the roadway is always an alternative. The emphasis of this report is to provide recommendations for salvage or reuse of as much of the roadway as is practical. Reconstruction of specific sections of University Drive is anticipated to meet the design parameters. Replacement sections are provided for reference use where necessary. Replacement sections are 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 40 to greater than 70. R -value strengths greater than 50 were determined during laboratory testing range. Combining these criteria, and based on current practice within the Caltrans Highway Design Manual, a 50 subgrade R -value should be utilized for design. While reconstruction is not required, where conditions dictate local replacement or other roadway modification, soft subgrade conditions should be anticipated. A contingency should be provided for potential soft subgrade conditions in areas of recommended reconstruction. Design R -Value 50 Traffic Index 9.0 Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . Note: Existing pavement sections all exceed the apparent replacement section thicknesses based on the selected design criteria. Where local reconstruction is required, the replacement section should be as stated, or the existing pavement section whichever is greater. 11.0 SUBGRADE CONDITIONS Soft or wet subgrade conditions should be anticipated 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 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. Civil Works/Newport Beach University Drive I April 2018 Project No. 43164 LA Labelle-'. . 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. 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. Civil Works/Newport Beach University Drivel April 2018 Project No. 43164 LA 12.02 Asphalt Concrete — New Construction Asphalt Concrete Base Course Asphalt concrete shall be Type B PG 64-10 or Type III B2 PG 64-10 complying with Section 203-6 ASPHALT CONCRETE of the Standard Specifications for Public Works Construction, latest edition. 12.03 Materials —Asphalt Concrete —Levelling 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 640-10 or Type B3 PG 64-10 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 64-10 or Type III C3 PG 64-10 complying with Section 203-6 ASPHALT CONCRETE of the Standard Specifications for Public Works Construction, latest edition. 12.04 — 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 o m ❑ ❑ ❑ m II� N m00 mo (mit z m cz O zN0 zc Z0 yomc 0� om D \ vl z o U) umi z 0 \ o, u -0 \ N m m \ \\ ZN\ zN n 0 3 \ \ \\ 0 D N O- O = 3 \ \ \ Z11 W m Ln > y \ \\ \ \\ I < \ O m = C y \\ \ \ \ I A z \ O \ < O D \\ m m \ m m \ O mCD D q� \ Z i`i in e -0 D 3 0 O o 1 P \ r CD \ \\ M U) \ m J O x N 0 N � cu O D c Z 0 m ca D r N gCA) m D m m p o z I� o m _<= m w m Z c 0 3 Amo D az /�/ to � w N N 3 v -o D D om\ N p �• 7 N a 0 s z m Z n n n n a) Q° 07 61. m D n •- O O O (D (D (D O v a� (D O _ O O O Q n n n - 7 (D rt. 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O Q 7 2. 3 3 s 0 3 0 rr n N O 0 3'O`( _.n = = (D O < z � _ �* - v O � (D a c m I �� O O Or 30 z v raX Q(° ol n 3 O °' I m C rD 3 rt Q'O I N ZG m r' S w F(D�Q rD C) rt N N M °M I ONID (l n o (� d) 4 Q Q Ort 0�0 i rD W pR -�D .`- z r z LMI PN 43164 o LJ ❑ ❑ m T oZ �� po m� G m Z I O Z m� zp o� om 0 Ul w ) mz �� ND = N O \ \\ n go x \\ \ 10 M \\\\ \ ? y Zp M Z W \\ I M \ \ \ \ I C-) N n \ \ \ O N \ \ X Dc ZO m \ \ m w N \ \ y_ m :E m \ m\ D Z A C) n P A N x �0 \ \ p N N I \ (p o (D <CD O_ \ r y \� � n m N O G (D 3 N + A XC S. tp D _ -p (D m (D X e � N (D 3 I () ca j M CD 6 6 m N D m ( /W O m o D o- (D M G) m --0 a z�� �s = m --------- < m Z O m v m ----- --- F1��t� A I WI 31N O > ---------- p Z aDm / h Z Ilf D n D r Z 1 11 N c 1 V G) I 11 N W O I D 0 I I D 1 mQ- 3<11 Z A w N N 'O 07 3 n O D 1 m < c' m U) fD Q- v, G r*o 1 m m O c Z O (D (p n O O Q- 0'U Qq w 77 �_ O O n I w O I , D m G) m n�i O Z C N Q" (rDD n ((DD tD o 0 0 0 N (D G1 G I I N c O fD a1 3 O O (D rn�m m 3O C o ni• rD - r�i M o \O C) 'Z _ (D C7 � `� (D C C C ;� �rD o 1 1 � 7 _.5 (D n 3 O G D 1 q01 7 ( s 3' C 3 Q fi (D X �• O dq N N N N �` rF• w p p 0 Q �_ p- O(D rOr N to N. n y, rD 1 I 1 I z O w 0 N -O O C c .< O � E N Q no D � c m M'3 v°' -(D 0 I I 1 r m " s °� 0ED 3 3 3 "° � rD ID rD � <� Z o� o (D N ��� D 1,1 A< Z 2° rD (D �'� �� fL ono_ n D D < qui w o m f�Tl �] BONITA 2 0 fll = F. �, Q (D (D o Cr m - m �. O fD m z �PPyI Iq<�, CREEK p A W 'Y F. (D 'a ,n O 3 3 N O- rt r•r O 0 W I I .I•.; m 3 vii ,-fit 3 Ln Ln w 41 m m� l l 3 �'�� o m0 3 x ��n� N v O O C �O 3< / G CL 0 ° D o rD m p n O C� D m v m Q o q 0 3 rD o N o C w 3' (D M DD � ((D m D A O Z rD m < (f 3 0 (D m m W m— m - (D v (D <w 0 o 0 o 0 o Z, SL ::3 �Wv :3 CL a m < .,• 3 o �� �q W - Co Di om DJ (D �° D �l c c ED -0 °.c �3'°.(3D O Z o q, c o �� moo= wog s �� O� CLrD �<'( (D<� „o. (D II II s �a � 3N v A �� < r o. cli 3 ? X. G rT �r °- I I I G m �_ -n M y Q �I Q y; o (3D 7 q1 n \ I I I I -0N - 3 N ai d R W C O � I I z < m o (l _t o(D w(n ri a / ON \ I (Aq nN m\\ 4 �� w (D a _0 v � Ca PR - D Z i LMI PN 43164 U) FEW x ►,. :, DEFLECTION STRUCTURAL ANALYSIS SUMMARY TABLES LaBelle - Marvin: FWD Reports Page 1 of 3 Structural Analysis Summary Table Date: 2018-02-01 09:27: 10 Client: Location: Newport Beach Project #: 43164 University Drive Location: Newport Beach Jamoree Road to MacArthur Boulevard Northbound Ram Date: 2018-02-01 09:27:10 Project: 43164 Begin University Drive Eastbound Lane 1 Limits FWD80th TD80th 'T'(1) T. I. Mallow % Red. GE AC NSL 00+00 to 01+50 11.41 13.69 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 01+50 to 03+54 9.02 10.83 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 03+54 to 07+20 13.42 16.10 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 7 0.02 0.01 15 07+20 to 11+51 9.23 11.07 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 11+51 to 28+26 6.26 7.51 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 Begin University Drive Westbound Lane 1 Limits FWDBoth TD80th 'T'(1) T.I. Mallow % Red. GE AC NSL 00+00 to 16+74 6.28 7.54 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 16+74 to 25+76 11.33 13.60 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 25+76 to 28+35 8.50 10.20 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 Begin University Drive Eastbound Lane 2 Limits FWD80tn TD80th T. Mallow % Red. GE AC NSL 00+00 to 01+75 7.72 9.27 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 01+75 to 03+79 11.40 13.68 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 2 of 3 03+79 to 04+76 14.92 17.91 0.50 7.5 18 0 0.00 0.00 20 8.0 17 5 0.02 0.01 13 8.5 15 16 0.08 0.04 8 04+76 to 05+76 21.90 26.28 0.50 7.5 18 32 0.28 0.15 2 8.0 17 35 0.33 0.17 1 8.5 15 43 0.48 0.25 1 05+76 to 08+79 10.48 12.57 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 08+79 to 12+26 15.72 18.86 0.50 7.5 18 5 0.02 0.01 16 8.0 17 10 0.03 0.02 9 8.5 15 20 0.11 0.06 6 12+26 to 23+30 5.01 6.01 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 23+30 to 24+72 11.79 14.15 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 24+72 to 28+31 7.69 9.23 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 Begin University Drive Westbound Lane 2 Limits FWDSoth TDSath 'T'(') T.I. Mallow % Red. GE AC NSL 00+00 to 16+52 5.68 6.82 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 16+52 to 17+56 20.54 24.65 0.50 7.5 18 27 0.20 0.11 3 8.0 17 31 0.26 0.14 2 8.5 15 39 0.40 0.21 1 17+56 to 24+51 13.21 15.86 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 5 0.02 0.01 16 24+51 to 28+38 7.51 9.01 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 Begin University Drive Eastbound Lane 3 Limits FWDBoth TDsoth 'T'(1) T.I. Mallow % Red. GE AC NSL 00+00 to 24+55 4.57 5.48 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 24+55 to 28+16 9.44 11.33 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 Begin University Drive Westbound Lane 3 (1) 'T' values equal to 0.55 represent treated base materials (TB), per Cal. HDM http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 3 of 3 Limits FWDsath TD80th 'T'(l) T.I. Mallow % Red. GE AC NSL 00+00 to 16+67 5.76 6.91 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 16+67 to 18+31 28.17 33.81 0.50 7.5 18 47 0.57 0.30 0 8.0 17 50 0.63 0.33 0 8.5 15 56 0.76 0.40 0 18+31 to 22+26 8.76 10.51 0.50 7.5 18 0 0.00 0.00 20 8.0 17 0 0.00 0.00 20 8.5 15 0 0.00 0.00 20 22+26 to 28+37 14.25 17.09 0.50 7.5 18 0 0.00 0.00 20 8.0 17 1 0.00 0.00 17 8.5 15 12 0.05 0.02 10 (1) 'T values equal to 0.55 represent treated base materials (TB), per Cal. HDM http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 400,000 a 300,000 3 3 c 200,000 0 100,000 u N 0 100,000 80,000 60,000 3 c 40,000 o 20,000 CA 0 0 0 Section Modulus ♦♦ M♦♦� *Section Modulus 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 400,000 c a 300,000 N 200,000 100,000 0 0 500 1,000 1,500 Station (Ft.) 2,000 2,500 Moduli Comparison 500 1,000 1,500 2,000 2,500 Station (Ft.) ■Section Modulus *Soil Modulus 400,000 V) CL 300,000 3 3 cc 200,000 C c 100,000 u N 0 100,000 80,000 Ln60,000 3 c 40,000 N 20,000 Section Modulus 0 500 1,000 1,500 Station (Ft.) 0' 0 500 400,000 c a 300,000 N 200,000 100,000 0 0 2,000 2,500 Soil Modulus N ♦ NM 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus ■Section Modulus *Soil Modulus 400,000 CL 300,000 v 200,000 0 C 100,000 2 N 0 100,000 .Q 80,000 60,000 c 40,000 o 20,000 Section Modulus 0 0 + 0 400,000 500 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus ♦ M-lw♦ T 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison c ■ a 300,000 ■ ■ ■ 200,000 0 100,000 ■ ■ ' 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus ■Section Modulus *Soil Modulus 400,000 CL 300,000 v 200,000 0 C 100,000 0 N 0 Section Modulus 0 500 1,000 1,500 2,000 2,500 Station (Ft.) 100,000 80,000 60,000 40,000 ♦ : ♦� ♦ ♦ 0 20,000 0 0 500 Soil Modulus 1,000 1,500 Station (Ft.) 11 2,000 2,500 Moduli Comparison 400,000 c a 300,000 ■ N 200,000 100,000 ■ ■ o �I� y1N�N ♦i � 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus 4 400,000 Q 3 300,000 3 0 200,000 100,000 v 0 + 0 100,000 80,000 7A CL 60,000 0 40,000 N 20,000 0 + 0 400,000 c CL 300,000 200,000 0 100,000 0 Section Modulus III 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 500 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison ■ 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus ♦Soil Modulus ■Section Modulus *Soil Modulus Section Modulus S400,000 Ln CL 3 300,000 0 200,000 0 100,000 u N N 0 100,000 80,000 7A CL 60,000 3 0 40,000 N 20,000 0 0 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Soil Modulus 400,000 c CL 300,000 3 200,000 3 0 100,000 0 500 1,000 1,500 2,000 2,500 Station (Ft.) Moduli Comparison ■ ■ 0 500 1,000 1,500 2,000 2,500 Station (Ft.) *Section Modulus *Soil Modulus ■Section Modulus *Soil Modulus CORE LOCATION PLAN AND CORE SAMPLE LOG D m om D p o K m W L)z m z m r _�= m mZ AcO �m0 D AZ M D c z m Z D n D� Z N O n � om O O y < (7 Dr j DD O O A Z 3y7 m fn < �G D z m z am0_ x N V Z rn c m W m m m D �Z 0 �O x D G ocz Z m �u m G M ;0m o� n 0 U) Q � � Z r 0 D �m Z 4 Iz LMI PN 43164 U) K0i 00 = _ rC/) n 00 �F vo c� Sym on 5�= 00 mm S� m m p m y � O m m 1 = D0 z r � o D z <Z C N N mm z pmD w N LANE 1 A 0 (n 3 Cq 00 00 1 = I r � D 00 �F AM j C m m 5 m m N m 00 S z N m p x S� m m p m y a� A y D m m mm = r � .4� D z �, m � _ N o � N mm z pmD Ac N 0 .. Ain D z A LANE 2 �o r0 <e �. co N r LANE 2 cn z cn �1 N 00 �F AM 0K 00 S� {c 02 0`100 a� 0--0 m m mm = r � .4� G) —0 rZ m � _ N o � w w 0 LANE 1 pmD Ac i Ain � v N N � n 5�p 5z� mNm mAx amD zm� m U)K N 00 AM 0K 00 00 {c 02 0`100 _ 0--0 m m mm = r � U)0 G) —0 rZ m � _ N o � w w 0 LANE 1 s F AMP "s t 5 , Mr •r 'lrJj{1 N O AM 0K 00 00 = 02 0`100 _ 0--0 o = r � n G) on lr, mm pmD Ac Amn Ain m r OZ D r0 �. mm Z N r LANE 2 s F AMP "s t 5 , Mr •r 'lrJj{1 N O Ul 0K 00 W 00 = _ �U) G) on Z. mm Amn Ain (fin m mti r0 <Z m z N A LANE 1 V 0 Project No. 43164 VA LaBelle Marvin CORING RESULTS University Drive - Newport Beach, California Client: Civil Works Cores Obtained: February 2018 Technician(s): KH / DL / 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 2/21 1 E University Drive 6 1/4" 3 1/4" AC 7 1/4" AB Brown Gravelly 15.4% Lateral and Longitudinal Position 3 AC Sandy Silt 627' E Jamboree Road 22' N Curb Face Field Notes: 2/22 2 E University Drive 5 5/8" 2 AC 173/8" AB Brown Slightly 14.0% Lateral and Longitudinal Position 3 5/8" AC Clayey Sandy Silt 1261' E Jamboree Road 20' N Curb Face Field Notes: Core taken in LWT 2/23 1 W University Drive 10 3/8" 1 3/4" AC 12 5/8" AB Brown Gravelly Clay 14.7% Lateral and Longitudinal Position 3 5/8" AC 221' W East City Limit 2 1/8" AC 33' S Curb Face 3 AC Field Notes: Longitudinal and Lateral Cracking 2/24 3 W University Drive 5 7/8" 1 1/2" AC 12 5/8" AB Light Brown 19.4% Lateral and Longitudinal Position 3 3/8" AC Clayey Silt 1113' W East City Limit 1 AC 13' S Curb Face Field Notes: Longitudinal and Lateral Cracking; Core taken in LWT 2/25 2 W University Drive 7 1/2" 2 AC 5 1/2" AB Light Brown Silt 13.3% Lateral and Longitudinal Position 3 1/8" AC 1867' W East City Lijmit 2 3/8" AC 25' S Curb Face Field Notes: Core taken in center of lane VA LaBelle Marvin APPENDIX D GROUND PENETRATING RADAR PLANS ff �AA TT U) K Y V+ 00 1 1 r � D r O D m m mm ( A ti pmD < A 2 Aye CD TI o K D° Z o m O Z M <Z r (n 7� MZ>ox m Z ` w LANE 1 A 0 =cD 0�OpQ _i�= D n (]m=20, 4) G) om D p TI o K W m O Z M m m TI 0 r MZ>ox m Z fA -g 0 o m r =cD 0�OpQ _i�= m mZ z m0 D Dy �I -< ♦rarn^ 7J 0 >oZ ^} V! ti �� z (n � 00 0,D z m z 0 K °p OO y n _ r0 v°m r _ Z D D O mz co m m Amy A T p� z 0 O m m y i m �ft :sF oo Z jZC C N G _ C') .. m C� Dr < D� Za LANE 2 0O m j o o QD ,1O D D A Z 3j 7 (n -0,0 m (D < O N / ) V� D z m Z lo Z m D D m x m>°mm D A — N V Z rn c m W �=1m m M D mW=Z m my m X D � Z 0 >ym Z �0 x 2 Z D .! ;� a LMI PN 43164 4 cn ! f 0 m,ti q- I I cn Cn N N D n (]m=20, 4) G) � w� A mem � zN mAx TI N m Z 71 y D m m TI 0 MZ>ox m Z fA -g 0 Y N =cD 0�OpQ 2- �D °yam LANE 1 a 0Om c s 2,T°jyZ frail Dy �I ♦rarn^ 7J 0 >oZ ^} V! ti �� N mmmzo c omzr O orzm C v°m zo Z D QAC, m' o � mz c z>omZ m 0z T W 0 z m y Z Pi o 0 TV M -0 O M< O Z Oy y m Z m m < Z" m m O D o n m � M nZD- is QD Oz�= -0,0 T� N O N / ) V� 0 - m0 lo Z m D 0 Q m>°mm D A ti M D mW=Z m my ?OOZ >ym Z 2 Z D x A ,G)-� 0 N (fix.=.° m'M' yz N mmm yZ°rnm or �0 D 9 ps ANzm y D Ill D_mo_m DZ2 D 5 >I N 4 N x N m V v Z 6 ? r0, mN z o z o O 1t .! ;� a LMI PN 43164 4 cn ! f 0 m,ti q- I I cn Cn N N D n � w� A mem � zN mAx TI 7 z TI 0 N TI z Y N LANE 1 a N O 02 102 N N W APPENDIX E IN -FIELD DEFLECTION TESTING DATA LaBelle - Marvin: FWD Reports Page 1 of 48 University Drive Location: Newport Beach Jamoree Road to MacArthur Boulevard Northbound Ram Date: 2018-02-01 09:27:10 Project: 43164 Begin University Drive Eastbound Lane 1 00+00 Begin University Drive Eastbound Lane 1 Notes: Begin Testing University Drive; Begin University Drive Eastbound Lane Pvt Temp: 0° F 1; CL of lamoree Road GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ 00+98 Notes: Median, Raised Begin University Drive Eastbound Lane 1 Pvt Temp: 0° F GPS: 0.000000 Lat, 0.000000 Lon Limit ❑ NIS ❑ 01+01 (test 1) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.39 GPS: 33.647160 Lat, -117.866460 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 10.23 11.69 10.27 9.41 8.11 6.89 5.03 3.79 2.73 9.93 10.78 9.94 11.33 9.94 9.12 7.87 6.72 4.85 3.64 2.8 9.65 10.45 9.81 11.15 9.81 8.99 7.76 6.59 4.84 3.57 2.75 9.52 10.3 01+50 (test 2) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.4067 GPS: 33.647190 Lat, -117.866300 Lon Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.99 11.64 10.27 9.42 8.13 6.91 5.09 3.76 3.12 10.45 11.06 9.74 11.28 9.94 9.12 7.9 6.72 4.94 3.52 2.94 10.08 10.76 9.74 11.3 9.97 9.12 7.9 6.72 4.94 3.71 2.98 10.08 10.75 02+01 (test 3) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.55667 GPS: 33.647230 Lat, -117.866150 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 8.59 7.53 6.86 6 5.11 3.79 2.85 2.24 7.65 8.15 8.86 8.5 7.4 6.81 5.9 5.05 3.8 2.86 2.22 7.57 8.07 8.94 8.58 7.51 6.86 5.97 5.1 3.78 2.84 2.25 7.61 8.13 02+58 (test 4) Begin University Drive Eastbound Lane 1 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 2 of 48 Notes: GPS: 33.647310 Lat, -117.865840 Lon Pvt Temp: 81.7° F Avg FWD1: 7.70333 Limit ❑ NIS ❑ GPS: 33.647271 Lat, -117.865961 Lon FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 8.44 7.37 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.33 7.74 6.92 6.38 5.6 4.82 3.63 2.61 2.09 6.87 7.33 9.08 7.67 6.85 6.3 5.49 4.73 3.56 2.5 2.07 6.79 7.25 9.08 7.7 6.9 6.34 5.5 4.74 3.59 2.61 2.09 6.81 7.31 03+01 (test 5) Begin University Drive Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.41667 GPS: 33.647310 Lat, -117.865840 Lon Lat, -117.865391 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 8.44 7.37 6.71 5.79 4.87 3.54 2.54 1.8 7.5 8.05 8.96 8.41 7.32 6.69 5.76 4.84 3.49 2.41 1.87 7.47 8 9.03 8.4 7.31 6.64 5.74 4.84 3.51 2.5 1.93 7.46 8 03+54 (test 6) Begin University Drive Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.26667 GPS: 33.647371 Lat, -117.865680 Lon Lat, -117.865391 Lon Limit ❑ NIS ❑ Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 9.29 8.01 7.16 6.07 5.02 3.39 2.33 1.65 8.29 8.93 8.91 9.28 8.01 7.17 6.06 4.99 3.44 2.36 1.65 8.22 8.87 8.94 9.23 7.97 7.13 6.02 5.01 3.38 2.36 1.65 8.2 8.83 04+02 (test 7) Begin University Drive Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.2467 GPS: 33.647420 Lat, -117.865530 Lon Lat, -117.865391 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 10.27 8.97 8.15 6.94 5.78 4.01 2.42 2.04 9.06 9.74 8.98 10.27 8.98 8.17 6.97 5.77 4.02 2.66 1.93 9.02 9.72 8.91 10.2 8.93 8.12 6.9 5.73 3.98 2.61 7.76 8.98 9.65 04+50 (test 8) Begin University Drive Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.7167 GPS: 33.647481 Lat, -117.865391 Lon Limit ❑ NIS ❑ Force FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 12.72 10.5 9.31 7.68 6.26 4.1 2.51 4.5 11.01 12.19 8.67 12.69 10.48 9.3 7.69 6.25 4.08 2.6 8.08 10.98 12.14 8.69 12.74 10.52 9.33 7.73 6.29 4.13 2.61 7.03 11 12.2 04+51 (test 8) Begin University Drive Eastbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.93 GPS: 33.647480 Lat, -117.865390 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 12.95 10.72 9.48 7.81 6.37 4.14 2.76 2.08 11.12 12.33 8.64 12.89 10.66 9.47 7.84 6.39 4.14 2.74 2.03 11.07 12.32 8.79 12.95 10.71 9.5 7.84 6.39 4.16 2.73 2.05 11.09 12.34 05+00 (test 9) Begin University Drive Eastbound Lane 1 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 3 of 48 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.96 Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.99333 GPS: 33.648010 Lat, -117.864440 Lon GPS: 33.647541 Lat, -117.865251 Lon FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 9.01 7.84 7.14 6.17 5.24 3.89 2.82 2.08 8.1 8.75 9.03 9.01 7.85 7.14 6.17 5.25 3.91 2.83 2.1 8.06 8.71 Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.94 10.96 9.42 8.49 7.21 6 4.1 2.78 2.07 9.95 10.73 8.89 10.92 9.41 8.48 7.2 5.97 4.1 2.8 2.11 9.9 10.66 8.94 11 9.49 8.54 7.25 5.98 4.15 2.85 2.14 10.01 10.73 05+23 Notes: LTP Begin University Drive Eastbound Lane 1 Pvt Temp: 0° F GPS: 33.647540 Lat, -117.865250 Lon Limit ❑ NIS ❑ 05+50 (test 10) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.5033 Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.99333 GPS: 33.648010 Lat, -117.864440 Lon GPS: 33.647601 Lat, -117.865101 Lon Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 9.01 7.84 7.14 6.17 5.24 3.89 2.82 2.08 8.1 8.75 9.03 9.01 7.85 7.14 6.17 5.25 3.91 2.83 2.1 8.06 8.71 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 11.53 9.95 9.09 7.77 6.44 4.5 3.36 2.24 10.19 11 9.06 11.51 9.99 9.11 7.78 6.44 4.48 2.92 2.28 10.17 10.96 9.03 11.47 9.92 9.06 7.73 6.41 4.48 2.46 2.31 10.14 10.94 06+00 (test 11) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 10.3733 GPS: 33.647680 Lat, -117.864960 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.16 10.41 9.09 8.27 7.05 5.83 4.07 2.75 2.02 9.31 9.97 9.13 10.4 9.08 8.27 7.05 5.82 4.07 2.79 2.05 9.25 9.92 9.11 10.31 9.02 8.18 6.97 5.75 4.04 2.73 2 9.16 9.84 06+51 (test 12) Begin University Drive Eastbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 15.06 GPS: 33.647760 Lat, -117.864830 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.08 15.2 11.31 9.5 7.43 5.69 3.57 2.37 1.81 10.52 12.16 9.03 15.02 11.2 9.41 7.36 5.63 3.53 2.37 1.77 10.39 11.99 9.01 14.96 11.18 9.41 7.37 5.62 3.52 2.37 1.76 10.4 11.97 07+20 Notes: CL of La Vida Begin University Drive Eastbound Lane 1 Pvt Temp: 0° F GPS: 33.647760 Lat, -117.864830 Lon Limit ❑d NIS ❑ 08+00 (test 13) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.99333 GPS: 33.648010 Lat, -117.864440 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 9.01 7.84 7.14 6.17 5.24 3.89 2.82 2.08 8.1 8.75 9.03 9.01 7.85 7.14 6.17 5.25 3.91 2.83 2.1 8.06 8.71 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 4 of 48 9.03 8.96 7.83 7.09 6.16 5.21 3.82 2.77 2.08 8.05 8.69 08+51 (test 14) Begin University Drive Eastbound Lane 1 Notes: Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS Pvt Temp: 81.7° F Avg FWD1: 8.78333 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 GPS: 33.648090 Lat, -117.864311 Lon 9.16 8.45 7.51 6.87 6 5.1 3.77 2.81 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.08 8.83 7.85 7.25 6.39 5.49 4.18 3.1 2.58 7.94 8.49 9.06 8.76 7.84 7.23 6.39 5.48 4.17 3.06 2.53 7.89 8.43 9.03 8.76 7.81 7.19 6.35 5.45 4.14 3.04 2.53 7.89 8.42 09+00 (test 15) GPS: 33.648360 Lat, -117.863940 Lon Begin University Drive Eastbound Lane 1 Notes: Limit ❑ NIs ❑ Pvt Temp: 81.7° F Avg FWD1: 8.30667 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 GPS: 33.648180 Lat, -117.864190 Lon 8.54 7.82 6.81 5.89 4.38 3.29 2.54 8.6 9.16 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 8.37 7.44 6.82 6 5.17 3.89 2.87 2.34 7.63 8.12 8.91 8.31 7.38 6.82 5.97 5.15 3.85 2.87 2.34 7.58 8.04 8.89 8.24 7.31 6.76 5.93 5.11 3.82 2.84 2.17 7.51 7.98 09+51 (test 16) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.45 GPS: 33.648270 Lat, -117.864060 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.16 8.45 7.51 6.87 6 5.1 3.77 2.81 2.18 7.52 8.06 9.3 8.48 7.51 6.89 6.02 5.14 3.76 2.82 2.19 7.52 8.08 9.2 8.42 7.49 6.85 5.95 5.1 3.74 2.8 2.18 7.47 8.02 10+01 (test 17) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 9.58667 GPS: 33.648360 Lat, -117.863940 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 9.6 8.54 7.82 6.81 5.89 4.38 3.29 2.54 8.6 9.16 9.11 9.58 8.47 7.81 6.78 5.82 4.4 3.3 2.54 8.56 9.09 9.08 9.58 8.45 7.79 6.8 5.82 4.4 3.3 2.53 8.54 9.12 10+50 (test 18) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.09333 GPS: 33.648450 Lat, -117.863820 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.18 8.17 7.21 6.59 5.69 4.83 3.55 2.59 1.97 7.25 7.82 9.06 8.05 7.13 6.47 5.61 4.72 3.48 2.56 2 7.2 7.63 9.08 8.06 7.13 6.49 5.62 4.77 3.47 2.57 2 7.2 7.67 11+00 (test 19) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.98667 GPS: 33.648540 Lat, -117.863700 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 8.98 7.82 7.05 5.99 5.02 3.56 2.48 1.91 8.04 8.69 8.72 8.97 7.78 7.04 5.97 5.01 3.56 2.49 1.93 7.88 8.6 8.81 9.01 7.8 7.07 6.03 5.06 3.58 2.5 1.95 8.03 8.65 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 5 of 48 11+51 (test 20) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.24 GPS: 33.648630 Lat, -117.863570 Lon Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 9.3 7.88 7.06 5.95 4.89 3.36 2.39 1.78 7.85 8.63 9.2 9.24 7.81 6.99 5.89 4.85 3.33 2.36 1.8 7.8 8.56 9.2 9.18 7.77 6.97 5.87 4.79 3.32 2.38 1.8 7.75 8.5 12+01 (test 21) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.56 GPS: 33.648730 Lat, -117.863450 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.16 4.59 4.38 4.11 3.7 3.25 2.48 1.87 1.54 2.7 3.4 9.2 4.55 4.38 4.12 3.7 3.27 2.47 1.84 1.53 2.73 3.4 9.11 4.54 4.34 4.1 3.69 3.26 2.47 1.81 1.51 2.7 3.4 12+52 (test 22) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.83333 GPS: 33.648820 Lat, -117.863331 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.18 2.82 2.23 2.08 1.86 1.65 1.43 1.22 1.27 2.22 2.49 9.08 2.83 2.33 2.07 1.87 1.68 1.5 1.29 1.17 2.26 2.54 9.06 2.85 2.31 2.06 1.84 1.68 1.47 1.26 1.12 2.14 2.51 13+01 (test 23) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.31333 GPS: 33.648910 Lat, -117.863210 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 5.33 4.18 3.66 3.06 2.56 1.87 1.45 1.22 4.43 4.98 8.91 5.31 4.17 3.67 3.05 2.55 1.9 1.46 1.24 4.44 4.98 8.94 5.3 4.16 3.65 3.02 2.53 1.88 1.44 1.21 4.4 4.94 13+52 (test 24) Begin University Drive Eastbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.08 GPS: 33.649000 Lat, -117.863080 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 3.06 2.55 2.32 2.1 1.89 1.65 1.34 1.14 2.7 3.05 8.64 3.08 2.54 2.33 2.09 1.9 1.66 1.35 1.18 2.75 3.01 8.76 3.1 2.57 2.33 2.14 1.89 1.67 1.35 1.16 2.76 3.04 13+81 Begin University Drive Eastbound Lane 1 Notes: Begin Bridge Pvt Temp: 0° F GPS: 33.649000 Lat, -117.863080 Lon Limit ❑ NIS ❑ 16+32 Begin University Drive Eastbound Lane 1 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 6 of 48 Notes: End Bridge Pvt Temp: 0° F GPS: 33.649000 Lat, -117.863080 Lon Limit ❑ NIS ❑ 16+55 (test 25) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.82667 GPS: 33.649470 Lat, -117.862260 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.81 3.85 3.35 3.07 2.76 2.45 2.08 1.93 1.41 3.47 3.76 8.81 3.82 3.32 3.05 2.74 2.42 2.05 1.81 1.38 3.43 3.74 8.81 3.81 3.34 3.05 2.73 2.43 2.06 1.77 1.39 3.44 3.74 18+05 (test 26) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.23333 GPS: 33.649671 Lat, -117.861860 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 3.23 2.59 2.45 2.25 2.05 1.82 1.54 1.4 2.57 2.82 8.98 3.23 2.61 2.44 2.26 2.05 1.79 1.54 1.42 2.57 2.81 9.01 3.24 2.58 2.44 2.28 2.05 1.81 1.55 1.43 2.56 2.79 18+57 (test 27) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.08667 GPS: 33.649700 Lat, -117.861740 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.16 2.1 1.59 1.51 1.44 1.35 1.32 1.13 1.13 1.55 1.71 9.06 2.09 1.59 1.49 1.43 1.32 1.28 1.11 1.07 1.56 1.7 9.08 2.07 1.6 1.49 1.43 1.33 1.27 1.1 1.08 1.55 1.68 19+02 (test 28) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.08333 GPS: 33.649790 Lat, -117.861550 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.11 3.08 2.54 2.34 2.12 1.98 1.72 1.44 1.47 2.61 2.75 9.03 3.08 2.5 2.36 2.14 1.95 1.69 1.43 1.43 2.58 2.74 9.06 3.09 2.52 2.36 2.15 1.95 1.69 1.44 1.43 2.58 2.75 19+57 (test 29) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.60333 GPS: 33.649830 Lat, -117.861380 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.23 2.63 2.24 2.09 1.95 1.79 1.59 1.36 1.37 2.34 2.38 9.06 2.58 2.23 2.05 1.93 1.74 1.58 1.33 1.35 2.27 2.32 9.08 2.6 2.27 2.06 1.94 1.78 1.6 1.34 1.39 2.32 2.31 20+08 (test 30) Notes: Avg FWD1: 2.66 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Eastbound Lane 1 Pvt Temp: 81.7° F GPS: 33.649871 Lat, -117.861241 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 7 of 48 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 2.64 2.08 1.98 1.82 1.68 1.47 1.32 1.22 2.14 2.29 9.16 2.66 2.09 1.97 1.85 1.68 1.47 1.28 1.16 2.15 2.27 9.23 2.68 2.14 2 1.86 1.68 1.49 1.31 1.29 2.18 2.34 20+51 (test 3 ) FWD2 FWD3 FWD4 FWDS FWD6 FWD7 Begin University Drive Eastbound Lane 1 Notes: 3.99 3.49 2.97 2.55 2.06 1.65 Pvt Temp: 81.7° F Avg FWD1: 2.86 3.9 3.44 2.93 2.52 2.03 1.65 GPS: 33.649921 Lat, -117.861041 Lon 9.08 4.98 3.89 3.44 2.93 2.52 2.03 1.65 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.11 2.86 2.48 2.29 2.13 1.94 1.77 1.51 1.32 2.5 2.58 9.06 2.84 2.4 2.28 2.11 1.96 1.7 1.48 1.33 2.47 2.6 9.16 2.88 2.45 2.29 2.15 1.99 1.76 1.5 1.37 2.49 2.58 20+96 (test 32) FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 Begin University Drive Eastbound Lane 1 Notes: 4.14 3.68 3.18 2.75 2.18 1.67 Pvt Temp: 81.7° F Avg FWD1: 2.30667 4.1 3.67 3.17 2.72 2.16 1.65 GPS: 33.649960 Lat, -117.860970 Lon 8.96 5.04 4.14 3.68 3.19 2.74 2.16 1.65 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.13 2.3 1.92 1.76 1.61 1.46 1.31 1.11 1 2.01 2.06 9.06 2.31 1.91 1.76 1.6 1.46 1.32 1.11 1.03 1.97 2.05 9.06 2.31 1.89 1.76 1.6 1.46 1.32 1.08 1 1.99 2.06 21+59 Notes: CL of MacArthur Blvd Southbound Ramp 22+29 Notes: Change in Pavement Begin University Drive Eastbound Lane 1 Pvt Temp: 0° F GPS: 33.649960 Lat, -117.860970 Lon Limit ❑ NIS ❑ Begin University Drive Eastbound Lane 1 Pvt Temp: 0° F GPS: 33.649960 Lat, -117.860970 Lon Limit ❑ NIS ❑ 22+51 (test 33) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.98 GPS: 33.650070 Lat, -117.860461 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 5.01 3.99 3.49 2.97 2.55 2.06 1.65 1.57 3.91 4.47 9.11 4.95 3.9 3.44 2.93 2.52 2.03 1.65 1.59 3.85 4.43 9.08 4.98 3.89 3.44 2.93 2.52 2.03 1.65 1.53 3.84 4.38 23+01 (test 34) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.05 GPS: 33.650100 Lat, -117.860300 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.89 5.09 4.14 3.68 3.18 2.75 2.18 1.67 1.41 4.3 4.68 8.86 5.02 4.1 3.67 3.17 2.72 2.16 1.65 1.41 4.18 4.61 8.96 5.04 4.14 3.68 3.19 2.74 2.16 1.65 1.42 4.2 4.6 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Eastbound Lane 1 3/5/2018 LaBelle - Marvin: FWD Reports 23+08 Notes: Lateral Trench Page 8 of 48 Pvt Temp: 0° F GPS: 33.650100 Lat, -117.860300 Lon Limit ❑ NIS ❑ 23+57 (test 35) Begin University Drive Eastbound Lane 1 Notes: Avg FWD1: 7.22667 Pvt Temp: 81.7° F Avg FWD1: 7.53 Pvt Temp: 81.7° F Avg FWD1: 4.42333 GPS: 33.650150 Lat, -117.859980 Lon GPS: 33.650190 Lat, -117.859620 Lon GPS: 33.650131 Lat, -117.860121 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 4.43 3.7 3.37 2.95 2.54 1.99 1.62 1.49 3.94 4.28 8.79 4.41 3.71 3.36 2.91 2.54 2.02 1.62 1.54 3.91 4.23 8.86 4.43 3.72 3.38 2.94 2.53 2.04 1.65 1.67 3.94 4.26 24+00 (test 36) Begin University Drive Eastbound Lane 1 Notes: Begin University Drive Eastbound Lane 1 Pvt Temp: 81.7° F Avg FWD1: 7.22667 Pvt Temp: 81.7° F Avg FWD1: 7.53 GPS: 33.650150 Lat, -117.859980 Lon GPS: 33.650190 Lat, -117.859620 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.91 7.25 6 5.31 4.39 3.59 2.56 1.87 1.65 6.15 6.78 8.89 7.22 6 5.29 4.37 3.6 2.56 1.89 1.72 6.1 6.74 8.89 7.21 5.99 5.27 4.35 3.58 2.61 1.87 1.71 6.07 6.7 24+50 (test 37) Begin University Drive Eastbound Lane 1 Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.46667 Pvt Temp: 81.7° F Avg FWD1: 9.07667 GPS: 33.650210 Lat, -117.859510 Lon GPS: 33.650190 Lat, -117.859860 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 9.12 7.78 7.11 6.13 5.24 4.05 2.94 2.52 8 8.58 8.96 9.07 7.81 7.06 6.1 5.24 4.04 2.98 2.54 7.96 8.57 8.86 9.04 7.79 7.05 6.08 5.26 4.02 3.03 2.46 7.91 8.54 24+69 Notes: CL of MacArthur Boulevard Begin University Drive Eastbound Lane 1 Pvt Temp: 0° F GPS: 33.650190 Lat, -117.859860 Lon Limit ❑ NIS ❑ 25+01 (test 38) Begin University Drive Eastbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 7.53 GPS: 33.650190 Lat, -117.859620 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.98 7.63 6.35 5.72 4.84 4 3 2.21 1.87 6.57 7.18 8.84 7.48 6.25 5.61 4.76 3.94 2.91 2.19 1.79 6.42 7.06 8.94 7.48 6.3 5.61 4.78 3.93 2.9 2.21 1.85 6.5 7.04 25+51 (test 39) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.46667 GPS: 33.650210 Lat, -117.859510 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.96 5.49 4.38 3.75 2.95 2.27 1.37 0.91 0.71 4.5 5.05 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 9 of 48 8.96 5.44 4.35 3.7 2.9 2.21 1.35 0.9 0.69 4.39 5.01 9.03 5.47 4.35 3.75 2.94 2.24 1.37 0.91 0.73 4.42 5.02 26+00 (test 40) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.73 GPS: 33.650220 Lat, -117.859351 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 6.77 5.65 4.9 4.02 3.21 2.09 1.37 1.02 5.5 6.16 8.96 6.71 5.59 4.92 4.01 3.2 2.1 1.37 1 5.49 6.1 8.91 6.71 5.57 4.9 4 3.2 2.09 1.37 1.01 5.46 6.1 26+51 (test 41) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.19333 GPS: 33.650230 Lat, -117.859170 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 5.23 3.8 3.16 2.36 1.73 1.13 0.88 0.81 3.89 4.58 8.91 5.2 3.79 3.13 2.32 1.71 1.1 0.88 0.81 3.87 4.53 8.96 5.15 3.8 3.12 2.33 1.74 1.1 0.86 0.78 3.83 4.47 27+00 (test 42) Begin University Drive Eastbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.89 GPS: 33.650241 Lat, -117.859011 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.67 5.95 4.11 3.36 2.54 1.93 1.37 1.04 0.92 4.75 5.69 8.69 5.88 4.1 3.32 2.54 1.95 1.37 1.05 0.9 4.68 5.57 8.76 5.84 4.06 3.33 2.53 1.95 1.37 1.09 0.92 4.63 5.53 27+41 (test 43) Begin University Drive Eastbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 6.8 GPS: 33.650260 Lat, -117.858870 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.84 6.85 5.38 4.05 3.13 2.38 1.59 1.12 0.88 5.4 6.24 8.81 6.79 5.3 4.05 3.13 2.41 1.62 1.09 0.86 5.34 6.12 8.89 6.76 5.29 4.05 3.11 2.43 1.6 1.15 0.86 5.27 6.09 28+26 Begin University Drive Eastbound Lane 1 Notes: CL of MacArthur Boulevard Northbound Ramp Pvt Temp: 0° F GPS: 33.650260 Lat, -117.858870 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 1 00+00 Begin University Drive Westbound Lane 1 Notes: Begin University Drive Westbound Lane 1; CL of MacArthur Boulevard Pvt Temp: 00 F Northbound Ramp GPS: 33.650260 Lat, -117.858870 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 10 of 48 00+53 Begin University Drive Westbound Lane 1 Notes: Median, Raised Pvt Temp: 0° F GPS: 33.650260 Lat, -117.858870 Lon Limit ❑ NIS ❑ 00+76 (test 44) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.30667 GPS: 33.650410 Lat, -117.858900 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 5.38 3.18 2.63 2.14 1.83 1.56 1.27 1.27 2.45 2.65 9.03 5.3 3.16 2.64 2.16 1.84 1.56 1.27 1.3 2.42 2.64 8.98 5.24 3.06 2.56 2.12 1.85 1.51 1.22 1.25 2.35 2.59 01+26 (test 45) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.97667 GPS: 33.650401 Lat, -117.859060 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 5.02 3.8 3.4 2.97 2.59 2.12 1.73 4.09 3.84 4.35 8.81 4.98 3.7 3.36 2.94 2.58 2.12 1.71 7.42 3.87 4.32 8.91 4.93 3.75 3.37 2.96 2.56 2.08 1.69 9.73 3.82 4.29 01+70 (test 46) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.68 GPS: 33.650390 Lat, -117.859200 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 4.73 3.94 3.53 3.05 2.54 1.97 1.51 1.46 3.96 4.38 8.84 4.65 3.83 3.48 3 2.52 1.94 1.53 1.38 3.86 4.25 8.89 4.66 3.92 3.5 3.01 2.53 1.97 1.52 1.46 3.9 4.3 02+27 (test 47) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.59333 GPS: 33.650380 Lat, -117.859390 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 7.68 4.26 3.93 3.48 3.07 2.44 1.88 1.51 5.67 6.41 8.89 7.59 4.24 3.9 3.49 3.05 2.43 1.88 1.53 5.66 6.31 8.89 7.51 4.2 3.88 3.47 3.07 2.41 1.87 1.52 5.59 6.23 02+76 (test 48) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.50667 GPS: 33.650370 Lat, -117.859550 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 5.51 4.62 4.13 3.48 2.97 2.16 1.67 1.4 4.66 5.17 8.96 5.49 4.59 4.08 3.48 2.95 2.22 1.67 1.46 4.59 5.15 9.06 5.52 4.62 4.13 3.5 2.95 2.21 1.69 1.53 4.64 5.14 03+14 Begin University Drive Westbound Lane 1 Notes: LTP Pvt Temp: 0° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 11 of 48 GPS: 33.650370 Lat, -117.859550 Lon Limit ❑ NIS ❑ 03+30 (test 49) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 2.68667 GPS: 33.650360 Lat, -117.859660 Lon Lat, -117.860190 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 2.68 2.06 1.88 1.68 1.49 1.3 1.12 0.96 2.15 2.39 9.03 2.67 2.03 1.86 1.66 1.49 1.3 1.1 0.99 2.16 2.35 9.08 2.71 2.12 1.9 1.7 1.53 1.34 1.14 1.01 2.19 2.39 03+62 Begin University Drive Westbound Lane 1 Notes: CL of MacArthur Boulevard Pvt Temp: 0° F GPS: 33.650360 Lat, -117.859660 Lon Limit ❑ NIS ❑ 03+77 (test 50) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.26333 GPS: 33.650330 Lat, -117.859940 Lon Lat, -117.860190 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 3.3 2.63 2.38 2.08 1.81 1.51 1.23 1.01 2.78 3.12 8.96 3.25 2.59 2.33 2.03 1.79 1.48 1.22 1 2.78 3.1 8.98 3.24 2.58 2.32 2.03 1.8 1.49 1.22 0.99 2.77 3.09 04+27 (test 51) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.43 GPS: 33.650320 Lat, -117.860070 Lon Lat, -117.860190 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 6.47 5.24 4.25 3.63 3.09 2.45 1.88 1.39 5.23 5.91 8.94 6.44 5.2 4.23 3.61 3.08 2.44 1.89 1.4 5.25 5.87 8.79 6.38 5.17 4.19 3.56 3.03 2.42 1.83 1.38 5.17 5.82 04+77 (test 52) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.01333 GPS: 33.650270 Lat, -117.860190 Lon Limit ❑ NIS ❑ Force FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 8.09 6.59 5.85 4.86 4.01 2.85 1.9 1.6 6.61 7.51 8.79 8 6.54 5.77 4.81 3.97 2.84 1.85 1.64 6.54 7.41 8.81 7.95 6.52 5.73 4.77 3.92 2.83 1.86 1.6 6.52 7.37 05+27 (test 53) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.10333 GPS: 33.650240 Lat, -117.860350 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.84 6.15 5.23 4.74 4.08 3.36 2.6 2.04 1.66 5.14 5.72 8.76 6.1 5.17 4.71 4.04 3.36 2.59 2.05 1.67 5.08 5.65 8.79 6.06 5.18 4.69 4.06 3.36 2.58 2.03 1.68 5.09 5.61 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 12 of 48 05+75 (test 54) Begin University Drive Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.46333 GPS: 33.650211 Lat, -117.860501 Lon Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 6.5 5.43 4.94 4.31 3.81 3.07 2.46 2.03 5.58 6.12 8.94 6.45 5.39 4.89 4.27 3.78 3.09 2.48 2.04 5.54 6.06 8.94 6.44 5.39 4.89 4.28 3.78 3.06 2.47 2.01 5.51 6.01 06+76 Begin University Drive Westbound Lane 1 Notes: CL of MacArthur Boulevard Southbound Ramp Pvt Temp: 0° F GPS: 33.650210 Lat, -117.860500 Lon Limit ❑ NIs ❑ 07+26 (test 55) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.67333 GPS: 33.650080 Lat, -117.860980 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 5.71 4.92 4.51 3.92 3.44 2.73 2.19 1.8 4.99 5.39 8.89 5.68 4.88 4.48 3.9 3.4 2.7 2.21 1.84 4.95 5.3 8.94 5.63 4.86 4.47 3.89 3.4 2.72 2.2 1.83 4.97 5.33 07+75 (test 56) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.33667 GPS: 33.650040 Lat, -117.861120 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 5.38 4.63 4.24 3.72 3.25 2.52 2.01 1.74 4.59 4.96 8.96 5.32 4.57 4.19 3.71 3.23 2.5 1.96 1.71 4.58 4.93 8.94 5.31 4.59 4.22 3.72 3.23 2.51 2.01 1.72 4.61 4.94 08+27 (test 57) Begin University Drive Westbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 4.53333 GPS: 33.650000 Lat, -117.861270 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.37 4.56 3.82 3.47 3.02 2.57 2.02 1.57 1.34 4.01 4.44 8.35 4.52 3.78 3.46 3 2.56 2.03 1.59 1.37 4.02 4.37 8.4 4.52 3.79 3.45 3 2.55 2.06 1.59 1.33 3.96 4.35 08+77 (test 58) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 5.82667 GPS: 33.649960 Lat, -117.861450 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.59 5.86 5.16 4.79 4.28 3.8 3.14 2.48 1.96 5.55 5.79 8.52 5.78 5.11 4.72 4.23 3.78 3.08 2.44 1.97 5.47 5.73 8.72 5.84 5.14 4.8 4.31 3.84 3.13 2.48 1.99 5.53 5.77 09+28 (test 59) Begin University Drive Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 13 of 48 Avg FWD1: 5.38333 GPS: 33.649910 Lat, -117.861610 Lon Avg FWD1: 3.62333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 5.38 4.78 4.44 3.97 3.51 2.76 2.17 1.85 4.85 5.14 8.74 5.38 4.75 4.44 3.98 3.49 2.77 2.17 1.89 4.86 5.12 8.81 5.39 4.76 4.41 3.95 3.52 2.75 2.14 1.88 4.87 5.1 09+80 (test 60) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.62333 GPS: 33.649831 Lat, -117.861711 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.84 3.63 3.22 3.06 2.79 2.5 2.06 1.7 1.4 3.22 3.44 8.84 3.66 3.27 3.08 2.82 2.53 2.1 1.71 1.42 3.27 3.45 8.79 3.58 3.2 3.02 2.79 2.49 2.06 1.69 1.4 3.2 3.4 10+27 (test 6 1 ) Begin University Drive Westbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 4.03667 GPS: 33.649780 Lat, -117.861890 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.06 4.06 3.59 3.34 2.99 2.68 2.21 1.84 1.51 3.48 3.64 9.01 4.04 3.58 3.34 2.98 2.68 2.21 1.82 1.52 3.45 3.64 9.03 4.01 3.55 3.31 2.96 2.64 2.22 1.82 1.47 3.42 3.6 11+26 (test 62) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.83 GPS: 33.649651 Lat, -117.862180 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 2.84 2.28 2.13 1.96 1.79 1.57 1.36 1.16 2.3 2.49 8.86 2.82 2.27 2.14 1.95 1.76 1.56 1.39 1.17 2.28 2.46 8.91 2.83 2.26 2.12 1.95 1.78 1.55 1.34 1.15 2.29 2.48 11+76 (test 63) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4 GPS: 33.649571 Lat, -117.862301 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 3.99 3.18 2.79 2.36 2.04 1.68 1.43 1.26 2.91 3.24 8.47 3.98 3.13 2.77 2.33 2.05 1.71 1.43 1.25 2.92 3.22 8.54 4.03 3.18 2.82 2.41 2.08 1.72 1.44 1.26 2.98 3.27 12+01 Notes: Begin Bridge 14+52 Notes: End Bridge http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.649570 Lat, -117.862300 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.649570 Lat, -117.862301 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 14 of 48 14+76 (test 64) Begin University Drive Westbound Lane 1 Notes: GPS: 33.649000 Lat, -117.863240 Lon Notes: Pvt Temp: 81.7° F Avg FWD1: 4.95 Limit ❑ NIS ❑ Force FWD1 FWD2 GPS: 33.649101 Lat, -117.863101 Lon FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.54 5.51 4.43 3.88 3.18 2.61 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 4.97 4.21 3.87 3.33 2.93 2.34 1.89 1.54 4.27 4.63 8.94 4.98 4.25 3.86 3.36 2.94 2.32 1.86 1.52 4.24 4.6 8.79 4.9 4.16 3.79 3.31 2.88 2.31 1.83 1.53 4.2 4.55 15+30 (test 65) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.51667 GPS: 33.649000 Lat, -117.863240 Lon Notes: Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.54 5.51 4.43 3.88 3.18 2.61 1.93 1.5 1.32 4.7 5.24 8.57 5.5 4.43 3.89 3.2 2.62 1.92 1.5 1.33 4.62 5.23 8.67 5.54 4.45 3.91 3.22 2.6 1.93 1.47 1.33 4.7 5.24 15+73 Notes: Change in Pavement Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.649000 Lat, -117.863241 Lon Limit ❑ NIS ❑ 15+81 (test 66) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.19 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.648910 Lat, -117.863360 Lon FWD7 FWD8 FWD9 FWD10 8.89 6.04 5.21 4.77 4.17 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.54 4.21 3.67 3.34 2.96 2.6 2.1 1.68 1.42 3.73 4.06 8.67 4.22 3.65 3.38 2.98 2.64 2.12 1.72 1.43 3.71 4.05 8.52 4.14 3.66 3.31 2.94 2.55 2.09 1.67 1.41 3.68 4 16+15 (test 67) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.01333 GPS: 33.648840 Lat, -117.863440 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 6.04 5.21 4.77 4.17 3.6 2.79 2.11 1.67 5.77 5.91 8.76 6 5.14 4.75 4.11 3.58 2.75 2.09 1.65 5.75 5.88 8.81 6 5.14 4.75 4.12 3.59 2.77 2.1 1.68 5.74 5.89 16+16 Notes: Begin Patch 16+21 Notes: End Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.648840 Lat, -117.863440 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.648840 Lat, -117.863440 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 15 of 48 16+57 Begin University Drive Westbound Lane 1 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.648840 Lat, -117.863440 Lon Limit ❑ NIs ❑ 16+74 (test 68) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.14667 FWD1 FWD2 FWD3 FWD4 FWDS FWD6 GPS: 33.648730 Lat, -117.863580 Lon 11.05 9.43 8.43 6.87 5.77 3.74 8.28 Limit ❑.r NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.59 6.18 5.29 4.82 4.16 3.61 2.85 2.17 1.71 5.3 5.71 8.54 6.1 5.24 4.77 4.12 3.58 2.8 2.18 1.7 5.24 5.65 8.67 6.16 5.29 4.83 4.2 3.64 2.85 2.22 1.75 5.29 5.73 17+35 (test 69) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks, Raveling Pvt Temp: 81.7° F Avg FWD1: 9.93333 FWD1 FWD2 FWD3 FWD4 FWDS FWD6 GPS: 33.648620 Lat, -117.863730 Lon 11.05 9.43 8.43 6.87 5.77 3.74 8.28 Limit ❑ NIS ❑./ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.23 9.98 7.92 6.9 5.67 4.62 3.32 2.46 33.47 6 9.51 8.35 10.05 7.97 6.95 5.72 4.72 3.4 2.52 31.97 4.84 9.59 8.25 9.77 7.76 6.78 5.6 4.6 3.3 2.42 20.31 6.63 9.32 17+77 (test 70) Notes: Lateral Cracks, Longitudinal Cracks, Raveling Avg FWD1: 10.95 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 8.28 11.05 9.43 8.43 6.87 5.77 3.74 8.28 10.95 9.32 8.36 8.67 5.68 3.72 8.15 10.85 9.23 8.3 7.9 5.68 3.72 Begin University Drive Westbound Lane 1 Pvt Temp: 81.7° F GPS: 33.648540 Lat, -117.863830 Lon Limit ❑ NIS ❑ FWD7 FWDS FWD9 FWD10 2.63 9.64 9.75 10.68 2.63 10.39 9.64 10.49 2.62 8.76 9.62 10.41 18+26 (test 71) Begin University Drive Westbound Lane 1 Notes: Near Traffic Sensors, Lateral Cracks, Longitudinal Cracks, Raveling Pvt Temp: 81.7° F Avg FWD1: 9.85333 GPS: 33.648451 Lat, -117.863960 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.35 9.91 9.12 8.59 7.16 5.2 4.55 2.89 12.96 8.1 8.9 8.47 9.87 9.07 8.53 7.2 5.23 4.28 3.53 6.47 8.07 8.87 8.47 9.78 8.97 8.44 7.06 5.17 4.32 2.89 10.66 8.01 8.78 18+75 (test 72) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks, Raveling Pvt Temp: 81.7° F Avg FWD1: 9.31 GPS: 33.648370 Lat, -117.864080 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.64 9.3 7.94 7.2 6.2 5.22 3.77 2.86 2.07 7.94 8.67 8.72 9.37 8 7.27 6.27 5.28 3.83 2.93 2.09 8.05 8.73 8.64 9.26 7.94 7.22 6.16 5.2 3.76 2.84 2.08 7.97 8.63 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 16 of 48 19+25 (test 73) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.31333 GPS: 33.648280 Lat, -117.864200 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.67 9.42 8.34 7.61 6.6 5.62 4.13 3.07 2.31 8.14 8.84 8.62 9.25 8.15 7.44 6.46 5.5 4.03 3 2.3 7.99 8.66 8.62 9.27 8.17 7.47 6.45 5.52 4.04 3.02 2.32 8.02 8.69 19+41 Notes: LTP Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.648280 Lat, -117.864201 Lon Limit ❑ NIS ❑ 19+80 (test 74) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.1833 GPS: 33.648180 Lat, -117.864340 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.4 12.38 10.8 9.75 8.24 6.83 4.64 3.3 2.4 10.83 11.79 8.35 12.13 10.54 9.56 8.1 6.7 4.55 3.25 2.34 10.05 11.55 8.37 12.04 10.47 9.49 8.05 6.68 4.55 3.24 2.34 10.55 11.43 20+26 (test 75) Begin University Drive Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.89 GPS: 33.648101 Lat, -117.864450 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.28 8.97 7.77 7.06 6.08 5.19 3.81 2.78 2.14 8.21 8.82 8.18 8.82 7.66 6.99 6.03 5.09 3.75 2.77 2.13 8.08 8.63 8.28 8.88 7.74 7.02 6.05 5.15 3.82 2.78 2.16 8.11 8.72 20+67 (test 76) Begin University Drive Westbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 10.7067 GPS: 33.648020 Lat, -117.864550 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.4 10.8 9.25 8.42 7.2 6.06 4.23 2.63 2.05 10.04 10.75 8.5 10.67 9.15 8.33 7.15 6 4.25 2.62 2.06 9.87 10.59 8.42 10.65 9.14 8.35 7.16 6.02 4.25 2.64 2.06 9.84 10.55 21+22 Notes: CL of Baypointe Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.648020 Lat, -117.864550 Lon Limit ❑ NIS ❑ 21+75 (test 77) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.20667 GPS: 33.647850 Lat, -117.864840 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.5 8.25 7.11 6.42 5.47 4.59 3.32 2.33 1.77 7.38 7.95 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 17 of 48 8.47 8.21 7.06 6.41 5.48 4.61 3.3 2.34 1.77 7.32 7.87 8.47 8.16 7.01 6.37 5.43 4.56 3.28 2.35 1.77 7.3 7.85 22+27 (test 78) FWD4 FWDS FWD6 FWD7 Limit ❑ NIS ❑ Force FWD1 Begin University Drive Westbound Lane 1 Notes: FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 9.14 8.1 Pvt Temp: 81.7° F Avg FWD1: 8.87333 5.42 3.92 2.86 2.1 8.17 8.75 8.5 9.06 8 GPS: 33.647770 Lat, -117.864980 Lon 5.39 3.92 2.84 2.13 8.09 8.66 8.52 9.09 8.05 7.36 6.31 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 8.92 7.75 7.03 5.95 4.96 3.47 2.45 1.83 7.92 8.51 8.59 8.89 7.73 7.05 5.95 4.95 3.52 2.44 1.82 7.89 8.51 8.52 8.81 7.69 6.95 5.91 4.91 3.46 2.42 1.82 7.8 8.41 22+79 (test 79) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.09667 GPS: 33.647700 Lat, -117.865120 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 9.14 8.1 7.39 6.36 5.42 3.92 2.86 2.1 8.17 8.75 8.5 9.06 8 7.31 6.32 5.39 3.92 2.84 2.13 8.09 8.66 8.52 9.09 8.05 7.36 6.31 5.37 3.91 2.86 2.14 8.1 8.69 23+26 (test 80) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.49 GPS: 33.647631 Lat, -117.865251 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.45 9.55 8.57 7.91 6.93 5.89 4.37 3.17 2.46 8.6 9.11 8.4 9.48 8.49 7.81 6.83 5.84 4.3 3.15 2.47 8.47 9.04 8.37 9.44 8.48 7.77 6.8 5.82 4.31 3.15 2.45 8.44 8.96 23+76 (test 8 ) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.03 GPS: 33.647570 Lat, -117.865400 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.47 8.02 7.11 6.5 5.63 4.82 3.58 2.61 2.03 7.2 7.68 8.35 8 7.08 6.48 5.61 4.78 3.59 2.61 2.03 7.17 7.64 8.45 8.07 7.14 6.56 5.7 4.87 3.65 2.65 2.07 7.25 7.73 23+99 Notes: LTP Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.647570 Lat, -117.865401 Lon Limit ❑ NIS ❑ 24+26 (test 82) Begin University Drive Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.7233 GPS: 33.647510 Lat, -117.865550 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.45 10.8 9.75 9.07 8.03 6.99 5.36 4.05 3.1 9.91 10.46 8.33 10.67 9.66 8.96 7.93 6.94 5.29 3.97 3.04 9.72 10.32 8.52 10.7 9.66 8.99 7.96 6.93 5.32 4 3.06 9.74 10.33 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 18 of 48 24+76 (test 83) Begin University Drive Westbound Lane 1 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.38 GPS: 33.647460 Lat, -117.865700 Lon Notes: Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.4 10.48 9.16 8.4 7.27 6.23 4.65 3.46 2.65 10.76 10.76 8.4 10.37 9.1 8.32 7.22 6.19 4.62 3.46 2.62 10.6 10.64 8.42 10.29 9.01 8.24 7.18 6.15 4.59 3.4 2.61 10.5 10.54 25+26 (test 84) Begin University Drive Westbound Lane 1 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.42 GPS: 33.647411 Lat, -117.865850 Lon Notes: Pvt Temp: 81.7° F Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.52 9.45 8.84 8.33 7.44 6.44 4.79 3.4 2.64 8.51 8.99 8.45 9.41 8.78 8.28 7.4 6.38 4.75 3.38 2.71 8.46 8.94 8.5 9.4 8.77 8.28 7.4 6.42 4.77 3.39 2.69 8.41 8.94 25+76 (test 85) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.42 GPS: 33.647360 Lat, -117.866000 Lon Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.33 14.54 11.58 10.2 8.42 6.89 4.72 3.24 2.36 8.4 14.09 8.25 14.41 11.46 10.12 8.32 6.85 4.67 3.23 2.35 8.22 13.82 8.25 14.31 11.39 10.05 8.3 6.79 4.63 3.22 2.34 8.08 13.75 26+26 (test 86) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.12667 GPS: 33.647310 Lat, -117.866160 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 7.19 6.19 5.61 4.82 4.08 2.99 2.23 1.86 6.47 6.87 8.47 7.09 6.12 5.57 4.77 4.03 2.94 2.22 1.86 6.36 6.77 8.47 7.1 6.12 5.58 4.78 4.03 2.96 2.24 1.84 6.38 6.8 26+83 (test 87) Begin University Drive Westbound Lane 1 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.43667 GPS: 33.647270 Lat, -117.866340 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.45 8.46 7.32 6.65 5.71 4.79 3.55 2.61 1.97 7.2 7.95 8.54 8.42 7.35 6.64 5.68 4.79 3.51 2.57 1.96 7.16 7.89 8.57 8.43 7.34 6.66 5.69 4.79 3.54 2.58 1.99 7.18 7.94 27+29 (test 88) Begin University Drive Westbound Lane 1 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 8.18667 GPS: 33.647240 Lat, -117.866480 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.3 8.47 7.55 6.94 6.08 5.27 4.03 2.98 2.34 7.74 8.23 7.67 7.76 6.91 6.38 5.58 4.82 3.65 2.73 2.07 7.09 7.53 8.3 8.33 7.42 6.84 5.99 5.22 3.95 2.95 2.23 7.62 8.03 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 28+35 Notes: CL of Jamboree Road Begin University Drive Eastbound Lane 2 Page 19 of 48 Begin University Drive Westbound Lane 1 Pvt Temp: 0° F GPS: 33.647240 Lat, -117.866480 Lon Limit ❑ NIS ❑ 00+00 Begin University Drive Eastbound Lane 2 Notes: Begin University Drive Eastbound Lane 2; CL of Jamboree Road Pvt Temp: 0° F GPS: 33.647240 Lat, -117.866480 Lon Limit ❑ NIS ❑ 00+73 Notes: Begin Curb and Gutter Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.647240 Lat, -117.866480 Lon Limit ❑ NIS ❑ 00+94 (test 89) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.3933 Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.647111 Lat, -117.866490 Lon FWD6 FWD7 FWD8 FWD9 FWD10 9.08 7.63 6.68 6.14 Limit ❑ NIS ❑d Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.28 13.96 12 10.93 9.41 8 5.65 3.9 2.74 12.09 12.99 8.15 13.59 11.69 10.62 9.15 7.77 5.52 3.8 2.63 11.75 12.67 7.69 12.63 10.82 9.88 8.49 7.22 5.1 3.51 2.41 10.93 11.8 01+23 (test 90) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.15667 GPS: 33.647131 Lat, -117.866401 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.13 6.85 6.01 5.47 4.75 4.09 3.07 2.33 1.85 5.93 6.41 5.2 4.2 3.71 3.35 2.93 2.54 1.93 1.46 1.15 3.64 3.93 8.86 7.42 6.48 5.91 5.13 4.41 3.3 2.55 2.01 6.42 6.89 01+27 Begin University Drive Eastbound Lane 2 Notes: Change in Pavement Pvt Temp: 0° F GPS: 33.647130 Lat, -117.866400 Lon Limit ❑ NIS ❑ 01+75 (test 91) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks, Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 7.59 GPS: 33.647171 Lat, -117.866230 Lon Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.08 7.63 6.68 6.14 5.45 4.82 3.97 3.28 2.74 6.89 7.3 9.03 7.56 6.65 6.12 5.4 4.81 3.95 3.25 2.69 6.83 7.21 9.13 7.58 6.64 6.12 5.43 4.83 3.97 3.31 2.71 6.87 7.26 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 20 of 48 02+26 (test 92) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.09 GPS: 33.647211 Lat, -117.866071 Lon Notes: Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.91 10.18 8.8 7.98 6.87 5.79 4.25 3.12 2.44 8.9 9.56 8.86 10.09 8.72 7.92 6.81 5.75 4.23 3.1 2.41 8.8 9.46 8.81 10 8.59 7.84 6.74 5.69 4.16 3.07 2.4 8.67 9.41 02+76 (test 93) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.7767 GPS: 33.647250 Lat, -117.865920 Lon Notes: Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.91 11.84 11.51 9.69 9.22 7.92 5.93 4.33 13.31 10.07 11.28 9.01 11.8 11.45 9.69 9.16 7.89 5.91 4.37 3.56 10.01 11.21 8.89 11.69 11.29 9.56 9.07 7.78 5.84 4.31 17.29 9.5 11.07 03+29 (test 94) 9.64 8.89 7.78 6.65 4.94 3.61 Begin University Drive Eastbound Lane 2 Notes: 9.63 8.92 7.81 6.69 4.96 3.6 Pvt Temp: 81.7° F Avg FWD1: 10.7533 GPS: 33.647321 Lat, -117.865760 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 10.76 9.8 9.14 8.06 6.98 5.22 3.77 0.84 9.93 10.44 8.86 10.71 9.77 9.09 8.02 6.95 5.18 3.77 3.73 9.92 10.34 8.91 10.79 9.83 9.14 8.06 7.01 5.21 3.76 1.01 9.93 10.4 03+79 (test 95) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 10.62 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.647371 Lat, -117.865611 Lon FWD7 FWD8 FWD9 FWD10 8.69 14.09 11.91 10.75 9.04 Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 10.67 9.65 8.97 7.8 6.73 4.97 3.65 0.67 9.83 10.33 8.81 10.6 9.64 8.89 7.78 6.65 4.94 3.61 0.53 9.74 10.27 8.76 10.59 9.63 8.92 7.81 6.69 4.96 3.6 0.69 9.72 10.23 04+29 (test 96) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 13.9167 GPS: 33.647421 Lat, -117.865461 Lon Pvt Temp: 81.7° F Avg FWD1: 14.8367 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.69 14.09 11.91 10.75 9.04 7.48 5.33 3.73 2.66 13.38 14 8.76 13.87 11.76 10.62 8.96 7.43 5.28 3.71 2.63 13.09 13.74 8.76 13.79 11.67 10.57 8.93 7.41 5.24 3.7 2.63 13.02 13.68 04+76 (test 97) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 14.8367 GPS: 33.647480 Lat, -117.865320 Lon Limit ❑d NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.86 14.98 13.6 12.57 10.92 9.12 6.48 4.36 2.87 13.49 14.32 8.76 14.71 13.36 12.36 10.71 9 6.36 4.28 2.71 13.27 14.05 8.96 14.82 13.45 12.41 10.75 9 6.42 4.33 2.89 13.33 14.17 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 21 of 48 05+25 (test 98) Begin University Drive Eastbound Lane 2 Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 17.8633 Begin University Drive Eastbound Lane 2 GPS: 33.647540 Lat, -117.865180 Lon Pvt Temp: 81.7° F Avg FWD1: 3.03333 Limit ❑ NIS ❑d Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 18.21 15.74 14.27 11.99 9.93 6.72 4.49 3.04 16.34 17.56 8.59 17.84 15.48 14.02 11.83 9.81 6.69 4.47 3.02 16.06 17.14 8.5 17.54 15.19 13.82 11.65 9.67 6.57 4.37 2.95 15.73 16.83 05+76 (test 99) Begin University Drive Eastbound Lane 2 Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 21.5533 Begin University Drive Eastbound Lane 2 GPS: 33.647611 Lat, -117.865030 Lon Pvt Temp: 81.7° F Avg FWD1: 3.03333 Limit ❑ NIS ❑d Force FWD1 Limit ❑./ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.64 21.81 16.66 14.01 10.46 7.02 4.51 3.35 2.62 16.91 20.15 8.69 21.46 16.41 13.85 10.39 7.01 4.51 3.38 2.63 16.71 19.84 8.67 21.39 16.36 13.83 10.41 7.08 4.53 3.38 2.6 16.63 19.76 06+29 (test 100) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.6233 Begin University Drive Eastbound Lane 2 GPS: 33.647680 Lat, -117.864890 Lon Pvt Temp: 81.7° F Avg FWD1: 3.03333 Limit ❑ NIS ❑d Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.62 11.63 9.86 8.96 7.65 6.49 4.8 3.5 2.53 10.33 11.14 8.72 11.65 9.93 8.97 7.68 6.52 4.83 3.52 2.54 10.32 11.17 8.69 11.59 9.9 8.92 7.65 6.46 4.81 3.49 2.54 10.26 11.1 07+26 Notes: CL of La Vida Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.647680 Lat, -117.864890 Lon Limit ❑ NIS ❑ 07+84 (test 101) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.03333 GPS: 33.647930 Lat, -117.864470 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 3.06 2.59 2.37 2.12 1.86 1.61 1.39 1.22 2.61 2.74 8.94 3.02 2.59 2.36 2.1 1.86 1.64 1.36 1.21 2.56 2.71 8.98 3.02 2.58 2.35 2.08 1.87 1.63 1.41 1.25 2.54 2.75 08+25 (test 102) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 9.44 GPS: 33.648000 Lat, -117.864370 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.57 9.52 8.56 8.01 7.19 6.34 5.09 3.96 2.96 9.7 9.78 8.54 9.45 8.5 7.94 7.11 6.3 5.05 3.89 2.91 9.56 9.68 8.52 9.35 8.4 7.85 7.07 6.28 4.99 3.87 2.88 9.49 9.6 08+79 (test 103) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 22 of 48 Avg FWD1: 9.55333 GPS: 33.648360 Lat, -117.863880 Lon GPS: 33.648100 Lat, -117.864240 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.76 9.54 8.56 8 7.14 6.29 5 3.75 2.97 8.74 9.17 8.86 9.55 8.62 8.02 7.15 6.3 4.96 3.75 2.78 8.82 9.17 8.84 9.57 8.57 8.05 7.19 6.34 4.96 3.76 2.86 8.73 9.19 09+29 (test 104) Pvt Temp: 81.7° F Avg FWD1: 14.75 Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks GPS: 33.648450 Lat, -117.863750 Lon Pvt Temp: 81.7° F Avg FWD1: 11.0033 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.648190 Lat, -117.864110 Lon FWD6 FWD7 FWDS FWD9 FWD10 8.72 14.71 13.19 12.24 10.78 9.54 4.84 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 10.35 12.14 11.54 10.7 8.74 7.34 5.48 3.91 2.78 10.7 11.39 8.84 10.31 9.8 9.08 7.45 6.26 4.61 3.3 2.38 9.13 9.71 9.16 10.56 10.03 9.32 7.66 6.44 4.81 3.44 2.51 9.4 9.89 09+76 (test 105) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.69 GPS: 33.648360 Lat, -117.863880 Lon GPS: 33.648271 Lat, -117.864001 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.84 12.09 10.98 10.2 9.08 7.92 6.07 4.43 2.95 11.45 11.97 8.64 11.73 10.65 9.89 8.82 7.67 5.9 4.32 3.09 11.07 11.58 8.3 11.25 10.24 9.49 8.43 7.37 5.67 4.13 2.96 10.66 11.07 10+26 (test 106) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 16.5167 GPS: 33.648360 Lat, -117.863880 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.52 16.52 14.96 14.08 12.45 9.95 6.71 4.49 2.53 15.4 16.06 8.59 16.55 14.96 14.13 12.53 10.02 6.79 4.55 2.62 15.42 16.19 8.62 16.48 14.89 14.07 12.5 9.96 6.74 4.55 2.59 15.32 16.14 10+77 (test 107) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 14.75 GPS: 33.648450 Lat, -117.863750 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 14.71 13.19 12.24 10.78 9.54 4.84 3.71 2.86 12.7 13.79 8.98 14.84 13.33 12.39 10.9 9.66 4.89 3.78 2.8 12.71 13.93 8.94 14.7 13.19 12.31 10.85 9.61 4.84 3.71 2.87 12.68 13.79 11+29 (test 108) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.88667 GPS: 33.648551 Lat, -117.863621 Lon Limit ElNIS ❑d Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.89 8.99 7.61 6.88 5.95 5.08 3.52 2.44 1.91 7.65 8.38 8.86 8.88 7.5 6.86 5.92 5.09 3.49 2.44 1.94 7.55 8.29 8.72 8.79 7.46 6.81 5.87 5.06 3.51 2.39 1.9 7.43 8.13 11+76 (test 109) Begin University Drive Eastbound Lane 2 Notes: Alligator Cracks Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 23 of 48 Avg FWD1: 16.2267 GPS: 33.648630 Lat, -117.863510 Lon Lat, -117.863391 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 7.91 15.17 12.79 11.43 9.46 7.6 4.9 3.1 2.21 13.04 14.49 8.86 16.6 13.97 12.54 10.38 8.44 5.43 3.5 2.49 14.09 15.72 8.98 16.91 14.28 12.81 10.63 8.65 5.6 3.55 2.54 14.55 16.04 12+26 (test 110) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 11.2567 GPS: 33.648721 Lat, -117.863391 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.2 11.49 9.33 8.13 6.55 5.25 3.57 2.53 1.9 10.37 11.09 8.94 11.14 9.07 7.92 6.42 5.16 3.49 2.47 1.85 9.9 10.66 9.06 11.14 9.09 7.92 6.43 5.15 3.5 2.47 1.86 9.94 10.69 12+77 (test 111) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.04667 GPS: 33.648811 Lat, -117.863261 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.11 5.1 4.45 4.12 3.65 3.28 2.8 2.28 1.83 4.61 4.87 9.11 5.03 4.37 4.04 3.61 3.24 2.77 2.22 1.81 4.54 4.8 9.11 5.01 4.38 4.03 3.6 3.22 2.76 2.26 1.86 4.53 4.77 13+22 (test 112) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.01333 GPS: 33.648890 Lat, -117.863150 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 5.04 4.1 3.84 3.64 3.4 3.13 2.76 2.34 4.22 4.48 9.03 5.01 4.07 3.86 3.61 3.42 3.11 2.74 2.34 4.15 4.43 9.01 4.99 4.07 3.85 3.63 3.37 3.09 2.77 2.34 4.21 4.43 13+27 Notes: Begin Patch 13+47 Notes: End Patch Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.648890 Lat, -117.863150 Lon Limit ❑ NIS ❑ Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.648890 Lat, -117.863150 Lon Limit ❑ NIS ❑ 13+74 (test 113) Begin University Drive Eastbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.99 GPS: 33.648980 Lat, -117.863020 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.81 5.9 4.89 4.37 3.73 3.18 2.47 1.96 1.56 4.98 5.51 9.06 6.05 5 4.44 3.8 3.29 2.56 2.01 1.6 5.15 5.62 9.06 6.02 4.98 4.44 3.79 3.26 2.55 1.95 1.53 5.08 5.58 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 13+89 Notes: Begin Bridge 16+37 Notes: End Bridge Page 24 of 48 Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.648980 Lat, -117.863020 Lon Limit ❑ NIS ❑ Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.648980 Lat, -117.863020 Lon Limit ❑ NIS ❑ 16+75 (test 114) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.45667 GPS: 33.649451 Lat, -117.862211 Lon Pvt Temp: 81.7° F Avg FWD1: 3.16333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.2 3.52 2.77 2.59 2.4 2.22 1.93 1.62 1.42 2.9 3.17 8.96 3.4 2.72 2.54 2.35 2.14 1.88 1.63 1.41 2.82 3.04 9.03 3.45 2.75 2.54 2.37 2.2 1.93 1.64 1.43 2.8 3.1 18+25 (test 115) 1.86 1.65 1.43 1.24 2.32 2.59 9.08 3.17 Begin University Drive Eastbound Lane 2 Notes: 2.04 1.87 1.67 1.41 1.27 2.34 2.59 Pvt Temp: 81.7° F Avg FWD1: 3.07667 Begin University Drive Eastbound Lane 2 GPS: 33.649650 Lat, -117.861800 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 3.08 2.39 2.25 2.11 1.94 1.78 1.55 1.34 2.32 2.61 9.06 3.07 2.39 2.24 2.09 1.91 1.77 1.55 1.32 2.34 2.61 9.06 3.08 2.39 2.24 2.1 1.96 1.77 1.55 1.21 2.29 2.61 18+82 (test 116) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.16333 GPS: 33.649700 Lat, -117.861660 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 3.17 2.34 2.19 2.05 1.89 1.64 1.44 1.29 2.28 2.61 9.08 3.15 2.32 2.18 2.02 1.86 1.65 1.43 1.24 2.32 2.59 9.08 3.17 2.3 2.19 2.04 1.87 1.67 1.41 1.27 2.34 2.59 19+32 (test 117) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.09667 GPS: 33.649771 Lat, -117.861471 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 3.13 2.28 2.13 1.95 1.75 1.53 1.3 1.08 2.17 2.49 9.03 3.09 2.25 2.11 1.92 1.71 1.5 1.29 1.11 2.25 2.43 9.06 3.07 2.24 2.08 1.91 1.73 1.52 1.3 1.08 2.11 2.44 19+78 (test 118) Notes: Avg FWD1: 2.91333 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Eastbound Lane 2 Pvt Temp: 81.7° F GPS: 33.649810 Lat, -117.861420 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 25 of 48 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 2.94 2.33 2.18 1.99 1.86 1.65 1.42 1.21 2.39 2.55 8.91 2.91 2.3 2.15 1.99 1.82 1.61 1.4 1.19 2.41 2.5 9.01 2.89 2.31 2.16 1.99 1.84 1.59 1.37 1.2 2.35 2.54 20+26 (test 119) FWD7 FWDS FWD9 FWD10 8.98 4.51 3.51 3.15 2.76 2.43 Begin University Drive Eastbound Lane 2 Notes: 1.39 3.8 4.16 8.94 4.47 3.49 3.13 2.72 2.42 2.03 Pvt Temp: 81.7° F Avg FWD1: 3.22 9.08 4.5 3.51 3.15 2.75 2.42 2.07 1.67 GPS: 33.649830 Lat, -117.861360 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.01 3.24 2.47 2.35 2.17 1.98 1.67 1.43 1.25 2.41 2.68 8.91 3.18 2.48 2.33 2.16 1.98 1.69 1.44 1.2 2.49 2.66 8.98 3.24 2.49 2.35 2.19 2.01 1.69 1.42 1.24 2.41 2.69 20+80 (test 120) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.21333 GPS: 33.649930 Lat, -117.861030 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 2.21 1.58 1.53 1.44 1.36 1.19 1.11 0.95 1.63 1.82 9.03 2.21 1.62 1.54 1.46 1.37 1.24 1.13 0.99 1.67 1.83 8.94 2.22 1.6 1.55 1.47 1.38 1.2 1.15 0.96 1.66 1.8 21+64 Begin University Drive Eastbound Lane 2 Notes: CL of MacArthur Boulevard Southbound Ramp Pvt Temp: 0° F GPS: 33.649930 Lat, -117.861030 Lon Limit ❑ NIS ❑ 22+26 (test 121) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.49333 GPS: 33.650020 Lat, -117.860550 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 4.51 3.51 3.15 2.76 2.43 2.03 1.68 1.39 3.8 4.16 8.94 4.47 3.49 3.13 2.72 2.42 2.03 1.65 1.36 3.67 4.08 9.08 4.5 3.51 3.15 2.75 2.42 2.07 1.67 1.38 3.76 4.11 22+36 Notes: Change in Pavement Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.650020 Lat, -117.860551 Lon Limit ❑ NIS ❑ 22+77 (test 122) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.45333 GPS: 33.650060 Lat, -117.860390 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.89 3.44 2.72 2.44 2.14 1.9 1.65 1.38 1.04 3.04 3.32 8.91 3.43 2.73 2.46 2.17 1.91 1.67 1.42 1.2 3.05 3.27 9.11 3.49 2.77 2.47 2.19 1.98 1.68 1.44 1.2 3.03 3.34 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Eastbound Lane 2 3/5/2018 LaBelle - Marvin: FWD Reports 23+25 (test 123) Page 26 of 48 Notes: Begin University Drive Eastbound Lane 2 Pvt Temp: 81.7° F Avg FWD1: 6.22 Pvt Temp: 81.7° F Avg FWD1: 7.56667 GPS: 33.650080 Lat, -117.860230 Lon GPS: 33.650200 Lat, -117.859730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.06 6.3 4.85 4.17 3.37 2.77 2.08 1.73 1.46 5.21 5.87 9.11 6.22 4.8 4.12 3.34 2.73 2.11 1.69 1.44 5.17 5.8 9.03 6.14 4.75 4.1 3.29 2.72 2.1 1.72 1.43 4.99 5.71 23+30 Notes: Lateral Trench Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.650080 Lat, -117.860231 Lon Limit ❑./ NIS ❑ 23+76 (test 124) Begin University Drive Eastbound Lane 2 Notes: Begin University Drive Eastbound Lane 2 Pvt Temp: 81.7° F Avg FWD1: 9.91333 Pvt Temp: 81.7° F Avg FWD1: 7.56667 GPS: 33.650110 Lat, -117.860070 Lon GPS: 33.650200 Lat, -117.859730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.91 9.92 8.14 7.17 5.91 4.77 3.35 2.41 1.87 8.24 9.22 9.01 9.93 8.19 7.19 5.97 4.82 3.37 2.43 1.86 8.32 9.16 8.94 9.89 8.13 7.17 5.91 4.81 3.37 2.42 1.9 8.14 9.14 24+25 (test 125) Begin University Drive Eastbound Lane 2 Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.04 Pvt Temp: 81.7° F Avg FWD1: 11.6333 GPS: 33.650160 Lat, -117.859650 Lon GPS: 33.650130 Lat, -117.859930 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.91 11.63 9.98 9.02 7.66 6.48 4.83 3.57 2.71 10.29 11.07 9.03 11.69 10.02 9.08 7.7 6.54 4.86 3.55 2.72 10.33 11.17 8.96 11.58 9.93 9.01 7.63 6.48 4.78 3.53 2.69 10.2 11.04 24+72 Notes: CL of MacArthur Boulevard Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.650130 Lat, -117.859930 Lon Limit ❑d NIS ❑ 24+77 (test 126) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.56667 GPS: 33.650200 Lat, -117.859730 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 7.6 6.22 5.58 4.73 4.03 3.1 2.33 1.83 6.43 7.06 9.01 7.54 6.17 5.55 4.71 4.01 3.03 2.34 1.82 6.39 7 9.03 7.56 6.21 5.55 4.74 4.04 3.04 2.39 1.84 6.41 7.04 25+27 (test 127) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.04 GPS: 33.650160 Lat, -117.859650 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 27 of 48 9.13 7.11 5.56 4.77 3.74 2.9 1.91 1.34 1.67 5.58 6.48 9.08 7.05 5.51 4.71 3.69 2.91 1.89 1.32 1.13 5.52 6.39 8.94 6.96 5.42 4.67 3.68 2.88 1.88 1.33 1.71 5.46 6.32 25+77 (test 128) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.08 GPS: 33.650190 Lat, -117.859420 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 8.18 6.08 5.05 3.86 2.92 1.77 1.18 0.89 6.2 7.28 8.86 7.98 5.97 4.95 3.8 2.88 1.74 1.18 0.91 6.11 7.1 9.03 8.08 6.05 5.01 3.84 2.91 1.76 1.18 0.91 6.09 7.21 26+25 (test 129) Begin University Drive Eastbound Lane 2 Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Pvt Temp: 81.7° F Avg FWD1: 5.26667 GPS: 33.650230 Lat, -117.858930 Lon GPS: 33.650191 Lat, -117.859260 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.11 5.34 4.22 3.69 3.04 2.49 1.85 1.41 1.19 4.29 4.86 9.13 5.26 4.19 3.66 3 2.47 1.82 1.38 1.09 4.25 4.72 9.03 5.2 4.12 3.6 2.96 2.43 1.81 1.35 1.13 4.18 4.76 26+74 (test 130) Begin University Drive Eastbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.31 GPS: 33.650210 Lat, -117.859100 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 6.38 5.17 4.58 3.71 3.07 2.1 1.6 1.28 5.13 5.8 8.96 6.29 5.1 4.5 3.71 3.08 2.08 1.61 1.28 5.07 5.75 8.96 6.26 5.08 4.51 3.7 3.06 2.09 1.6 1.24 5.01 5.68 27+25 (test 131) Begin University Drive Eastbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.92 GPS: 33.650230 Lat, -117.858930 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 6.92 5.65 4.97 4.09 3.41 2.6 1.97 1.58 5.82 6.45 9.03 6.93 5.63 5.02 4.15 3.47 2.62 2.01 1.62 5.87 6.49 8.98 6.91 5.63 5.01 4.17 3.48 2.63 2.02 1.67 5.8 6.42 28+31 Notes: CL of MacArthur Boulevard Northbound Ramp Begin University Drive Westbound Lane 2 Begin University Drive Eastbound Lane 2 Pvt Temp: 0° F GPS: 33.650230 Lat, -117.858931 Lon Limit ❑ NIS ❑ 00+00 Begin University Drive Westbound Lane 2 Notes: Begin University Drive Westbound Lane 2; CL of MacArthur Boulevard Pvt Temp: 0° F Northbound Ramp; Begin AC Berm GPS: 33.650230 Lat, -117.858930 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 00+64 Notes: Change in Pavement Page 28 of 48 Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.650230 Lat, -117.858931 Lon Limit ❑ NIS ❑ 01+00 (test 132) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.01333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 GPS: 33.650440 Lat, -117.858970 Lon FWD6 FWD7 FWDS FWD9 FWD10 8.86 5.65 4.65 4.14 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.2 5.08 4.3 3.92 3.39 2.94 2.3 1.86 1.57 4.52 4.79 8.98 4.97 4.2 3.84 3.34 2.89 2.29 1.89 1.54 4.38 4.71 9.08 4.99 4.26 3.84 3.36 2.89 2.26 1.88 1.52 4.42 4.67 01+50 (test 133) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.06333 GPS: 33.650430 Lat, -117.859131 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 8.17 6.71 5.93 4.92 4.1 2.96 2.24 1.79 6.75 7.53 8.98 8.03 6.62 5.83 4.83 4.01 2.89 2.21 1.74 6.65 7.34 8.94 7.99 6.57 5.83 4.84 4 2.85 2.21 1.74 6.56 7.35 02+02 (test 134) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.16667 GPS: 33.650420 Lat, -117.859300 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.16 4.2 3.59 3.35 3.05 2.74 2.28 1.84 1.51 3.64 3.94 9.13 4.15 3.54 3.3 3.01 2.74 2.29 1.91 1.52 3.58 3.86 9.03 4.15 3.54 3.31 3.01 2.75 2.28 1.92 1.57 3.51 3.88 02+30 Begin University Drive Westbound Lane 2 Notes: End Curb and Gutter, Change in Pavement Pvt Temp: 0° F GPS: 33.650420 Lat, -117.859300 Lon Limit ❑ NIs ❑ 02+52 (test 135) Begin University Drive Westbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.62667 GPS: 33.650410 Lat, -117.859460 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.86 5.65 4.65 4.14 3.49 2.93 2.25 1.71 1.37 4.86 5.29 8.91 5.6 4.6 4.12 3.5 2.95 2.24 1.72 1.4 4.83 5.29 8.94 5.63 4.65 4.13 3.49 2.94 2.23 1.75 1.41 4.87 5.3 02+83 Notes: Begin Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.650410 Lat, -117.859461 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports 03+09 Notes: End Patch Page 29 of 48 Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.650410 Lat, -117.859461 Lon Limit ❑ NIS ❑ 03+16 (test 136) Begin University Drive Westbound Lane 2 Notes: GPS: 33.650750 Lat, -117.859770 Lon Pvt Temp: 81.7° F Avg FWD1: 4.13333 Limit ❑ NIS ❑ GPS: 33.650400 Lat, -117.859680 Lon FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.2 6.77 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 4.16 2.97 2.63 2.4 2.17 1.89 1.52 1.25 3.19 3.86 8.91 4.12 2.95 2.64 2.39 2.16 1.89 1.5 1.22 3.13 3.8 9.03 4.12 2.94 2.64 2.4 2.17 1.89 1.49 1.22 3.13 3.8 03+54 (test 137) Avg FWD1: 3.05667 Begin University Drive Westbound Lane 2 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 2.56333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS GPS: 33.650401 Lat, -117.859721 Lon FWDS FWD9 FWD10 9.03 3.04 2.59 2.45 2.24 2.06 1.78 1.56 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 2.6 2.09 1.91 1.8 1.66 1.5 1.33 1.13 2.3 2.42 8.94 2.54 2.06 1.93 1.78 1.66 1.52 1.3 1.08 2.13 2.4 9.01 2.55 2.05 1.91 1.78 1.66 1.5 1.32 1.12 2.21 2.38 03+60 Notes: CL of MacArthur Boulevard Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.650400 Lat, -117.859850 Lon Limit ❑ NIS ❑ 04+09 (test 138) Begin University Drive Westbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.66667 GPS: 33.650750 Lat, -117.859770 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.2 6.77 5.39 4.72 3.95 3.34 2.55 1.95 1.54 5.36 6.08 9.11 6.7 5.33 4.66 3.88 3.28 2.47 1.9 1.46 5.29 6.05 8.98 6.53 5.25 4.59 3.81 3.23 2.41 1.87 1.46 5.15 5.89 04+52 (test 139) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 3.05667 GPS: 33.650320 Lat, -117.860110 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 3.04 2.59 2.45 2.24 2.06 1.78 1.56 1.29 2.66 2.82 9.01 3.07 2.65 2.47 2.29 2.1 1.79 1.56 0.8 2.64 2.8 9.03 3.06 2.64 2.47 2.25 2.09 1.79 1.57 1.32 2.63 2.85 05+00 (test 140) Begin University Drive Westbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.64 GPS: 33.650291 Lat, -117.860271 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 30 of 48 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.79 5.64 4.49 3.9 3.27 2.79 2.23 1.85 1.42 4.7 5.27 8.94 5.62 4.49 3.94 3.32 2.82 2.26 1.9 1.48 4.71 5.22 9.03 5.66 4.46 3.96 3.36 2.86 2.32 1.93 1.5 4.7 5.28 05+50 (test 141) FWD3 FWD4 FWDS FWD6 FWD7 Begin University Drive Westbound Lane 2 Notes: Lateral Cracks 2.6 2.35 2.14 1.9 1.56 Pvt Temp: 81.7° F Avg FWD1: 3.19 2.56 2.31 2.1 1.84 1.5 GPS: 33.650260 Lat, -117.860420 Lon 8.91 3.69 2.81 2.49 2.27 2.05 1.81 1.5 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.03 3.21 2.74 2.58 2.35 2.17 1.97 1.68 1.28 2.71 2.95 9.01 3.2 2.67 2.54 2.36 2.16 1.89 1.65 1.4 2.7 2.91 8.94 3.16 2.71 2.52 2.35 2.18 1.91 1.65 1.36 2.65 2.9 06+01 (test 142) FWD3 FWD4 FWDS FWD6 FWD7 Begin University Drive Westbound Lane 2 Notes: Near Traffic Sensors 4.12 3.53 3 2.33 1.8 Pvt Temp: 81.7° F Avg FWD1: 5.18667 4.2 3.55 3.07 2.4 1.82 GPS: 33.650220 Lat, -117.860581 Lon 8.89 5.53 4.6 4.12 3.5 2.99 2.29 1.82 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 5.25 4.52 4.07 3.56 3.05 2.4 1.94 1.51 4.06 4.48 8.89 5.14 4.41 4.01 3.52 3 2.35 1.9 1.51 4.02 4.4 9.08 5.17 4.42 4.03 3.54 3.05 2.39 1.95 1.54 4.09 4.4 06+80 Begin University Drive Westbound Lane 2 Notes: CL of MacArthur Boulevard Southbound Ramp Pvt Temp: 0° F GPS: 33.650220 Lat, -117.860580 Lon Limit ❑ NIS ❑ 07+17 (test 143) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.80667 GPS: 33.650130 Lat, -117.860940 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.25 3.91 2.89 2.6 2.35 2.14 1.9 1.56 1.32 2.92 3.22 9.06 3.82 2.81 2.56 2.31 2.1 1.84 1.5 1.26 2.79 3.15 8.91 3.69 2.81 2.49 2.27 2.05 1.81 1.5 1.27 2.77 3.06 07+54 (test 144) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.58667 GPS: 33.650100 Lat, -117.861060 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 5.57 4.58 4.12 3.53 3 2.33 1.8 1.43 4.62 5.06 9.11 5.66 4.67 4.2 3.55 3.07 2.4 1.82 1.48 4.65 5.15 8.89 5.53 4.6 4.12 3.5 2.99 2.29 1.82 1.43 4.54 5.04 08+02 (test 145) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.04667 GPS: 33.650051 Lat, -117.861201 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 4.06 3.22 2.94 2.62 2.34 2.05 1.79 1.45 3.13 3.48 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 31 of 48 8.98 4.03 3.2 2.91 2.61 2.35 2.04 1.8 1.43 3.14 3.43 9.08 4.05 3.21 2.94 2.59 2.35 2.04 1.82 1.44 3.12 3.42 08+51 (test 146) Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS Begin University Drive Westbound Lane 2 Notes: 9.2 4.33 3.56 3.26 2.89 2.54 2.04 1.65 1.39 3.59 3.82 Pvt Temp: 81.7° F Avg FWD1: 4.01667 2.82 2.49 1.97 1.56 1.34 3.42 3.8 9.03 4.25 3.49 GPS: 33.650010 Lat, -117.861371 Lon 2.53 2.08 1.61 1.37 3.58 3.83 09+52 (test 148) Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 4.05 3.34 3.03 2.65 2.33 1.9 1.56 1.31 3.41 3.67 8.96 4.02 3.3 3.02 2.65 2.31 1.89 1.6 1.38 3.39 3.63 8.94 3.98 3.3 3 2.63 2.31 1.89 1.58 1.35 3.37 3.61 09+00 (test 147) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.26333 GPS: 33.649960 Lat, -117.861540 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.2 4.33 3.56 3.26 2.89 2.54 2.04 1.65 1.39 3.59 3.82 8.96 4.21 3.44 3.18 2.82 2.49 1.97 1.56 1.34 3.42 3.8 9.03 4.25 3.49 3.19 2.84 2.53 2.08 1.61 1.37 3.58 3.83 09+52 (test 148) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.79667 GPS: 33.649921 Lat, -117.861651 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.91 3.79 3.15 2.86 2.6 2.3 1.87 1.59 1.34 3.27 3.54 8.89 3.77 3.14 2.85 2.55 2.28 1.88 1.58 1.32 3.16 3.47 8.96 3.83 3.16 2.89 2.57 2.31 1.89 1.63 1.35 3.26 3.49 09+98 (test 149) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.24667 GPS: 33.649840 Lat, -117.861810 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.94 4.23 3.58 3.29 2.97 2.71 2.26 1.85 1.59 3.67 4 9.01 4.25 3.57 3.32 2.99 2.76 2.26 1.87 1.56 3.75 3.94 9.06 4.26 3.58 3.31 2.96 2.71 2.27 1.85 1.53 3.71 3.93 10+42 (test 150) Begin University Drive Westbound Lane 2 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 3.68667 GPS: 33.649771 Lat, -117.861950 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.08 3.73 2.9 2.71 2.47 2.27 2.07 1.72 1.37 2.91 3.23 9.06 3.67 2.86 2.67 2.46 2.27 2.02 1.73 1.33 2.88 3.08 9.01 3.66 2.87 2.66 2.45 2.21 1.99 1.71 0.94 2.8 3.13 11+45 Notes: Change in Pavement http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.649770 Lat, -117.861951 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 32 of 48 11+51 (test 151) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 2.75 GPS: 33.649630 Lat, -117.862231 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.11 2.8 2.22 2.05 1.85 1.7 1.52 1.29 1.16 2.31 2.46 8.94 2.73 2.19 2.02 1.84 1.65 1.44 1.27 1.11 2.22 2.43 9.03 2.72 2.17 2.03 1.83 1.65 1.51 1.3 1.18 2.26 2.43 12+00 (test 152) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 6.14 GPS: 33.649560 Lat, -117.862371 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.89 6.15 5.1 4.69 4.05 3.49 2.72 2.09 1.58 4.87 5.44 9.06 6.2 5.14 4.72 4.13 3.56 2.7 2.1 1.73 4.92 5.47 8.94 6.07 5.08 4.64 4.04 3.49 2.65 2.03 1.74 4.82 5.35 12+08 Begin University Drive Westbound Lane 2 Notes: Begin Bridge Pvt Temp: 0° F GPS: 33.649560 Lat, -117.862371 Lon Limit ❑ NIS ❑ 14+58 Begin University Drive Westbound Lane 2 Notes: End Bridge Pvt Temp: 0° F GPS: 33.649560 Lat, -117.862371 Lon Limit ❑ NIS ❑ 15+00 (test 153) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 2.95 GPS: 33.649080 Lat, -117.863160 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.23 3.01 2.66 2.53 2.38 2.24 2.06 1.7 1.43 2.72 2.82 8.89 2.9 2.55 2.44 2.3 2.13 1.97 1.61 1.42 2.57 2.73 9.01 2.94 2.58 2.46 2.32 2.19 1.93 1.67 1.43 2.65 2.76 15+51 (test 154) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.78333 GPS: 33.648990 Lat, -117.863280 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.47 4.03 3.57 3.32 3 2.7 2.26 1.88 1.56 3.86 4.19 7.5 3.46 3.06 2.85 2.57 2.3 1.94 1.62 1.41 3.39 3.64 8.2 3.86 3.44 3.21 2.9 2.57 2.17 1.82 1.48 3.78 4.05 16+03 (test 155) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.14667 GPS: 33.648900 Lat, -117.863410 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.3 5.19 4.56 4.25 3.85 3.42 2.78 2.13 1.68 4.86 5.14 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 33 of 48 8.5 5.25 4.68 4.32 3.91 3.48 2.79 2.15 1.68 4.96 5.21 8.18 5 4.45 4.09 3.67 3.3 2.64 2.02 1.53 4.67 4.95 16+52 (test 156) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Pvt Temp: 81.7° F Avg FWD1: 6.15333 Limit ❑./ NIS ❑ Force FWDS FWD2 FWD3 GPS: 33.648730 Lat, -117.863650 Lon FWDS GPS: 33.648810 Lat, -117.863530 Lon FWD7 FWD8 FWD9 FWD10 8.72 19.54 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑./ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 6.13 5.23 4.78 4.15 3.51 2.69 2.11 1.67 5.16 5.76 8.96 6.14 5.23 4.79 4.16 3.53 2.66 2.12 1.64 5.38 5.77 8.94 6.19 5.22 4.83 4.2 3.58 2.66 2.11 1.66 5.39 5.82 17+02 (test 157) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 16.94 FWD3 Limit ❑./ NIS ❑ Force FWDS FWD2 FWD3 GPS: 33.648730 Lat, -117.863650 Lon FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 19.54 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 16.85 14.36 12.89 10.69 8.72 5.9 3.99 2.85 15.17 16.18 8.86 16.68 14.23 12.77 10.59 8.68 5.88 4 2.87 15.02 15.97 9.28 17.29 14.72 13.24 10.97 8.99 6.06 4.1 2.94 15.6 16.56 17+56 (test 158) Begin University Drive Westbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 20.23 Begin University Drive Westbound Lane 2 GPS: 33.648630 Lat, -117.863780 Lon Pvt Temp: 81.7° F Avg FWD1: 12.3033 FWD3 Limit ❑./ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.72 19.54 16.1 14.06 11.35 9.05 5.74 3.9 2.84 16.6 18.74 10.21 22.52 18.58 16.18 13.08 10.47 6.55 4.39 3.19 18.81 21.16 8.2 18.63 15.42 13.45 10.95 8.77 5.53 3.65 2.63 15.66 17.72 18+04 (test 159) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 12.3033 FWD3 FWD4 FWDS FWD6 FWD7 GPS: 33.648540 Lat, -117.863910 Lon 7.79 8.9 7.84 7.04 5.98 5.02 3.58 2.55 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.42 12.33 10.71 9.63 8.19 6.85 4.8 3.35 2.47 10.83 11.77 8.25 12.15 10.56 9.5 8.04 6.72 4.7 3.29 2.18 10.63 11.59 8.52 12.43 10.82 9.77 8.29 6.93 4.86 3.45 2.58 10.9 11.84 18+57 (test 160) Begin University Drive Westbound Lane 2 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 9.79333 GPS: 33.648441 Lat, -117.864041 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 7.79 8.9 7.84 7.04 5.98 5.02 3.58 2.55 2.48 7.56 8.3 8.91 10.16 8.96 8.08 6.86 5.77 4.15 3 2.42 8.66 9.45 9.06 10.32 9.05 8.19 6.92 5.85 4.22 3.07 2.28 8.75 9.58 19+03 (test 161) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 15.7567 GPS: 33.648361 Lat, -117.864151 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.94 16 13.2 11.61 9.6 7.91 5.48 3.97 2.98 13.38 14.84 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 34 of 48 9.11 15.93 13.19 11.66 9.65 7.92 5.51 4.04 3.04 13.31 14.76 8.81 15.34 12.69 11.21 9.3 7.67 5.33 3.89 2.89 12.78 14.16 19+50 (test 162) FWD4 FWDS FWD6 FWD7 Limit ❑ NIS ❑ Begin University Drive Westbound Lane 2 Notes: FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 9.52 Pvt Temp: 81.7° F Avg FWD1: 9.15 6.43 5.51 4.09 3.04 2.38 8.6 9.23 9.28 9.92 GPS: 33.648280 Lat, -117.864260 Lon 6.68 5.73 4.25 3.15 2.42 8.89 9.52 8.84 9.41 8.17 7.43 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.74 9.59 7.93 7.07 5.79 4.9 3.84 3.05 2.48 8.51 9.18 8.84 8.67 7.2 6.4 5.29 4.48 3.51 2.83 2.3 7.8 8.36 9.45 9.19 7.62 6.78 5.6 4.74 3.85 2.97 2.38 8.27 8.79 20+01 (test 163) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 9.61667 GPS: 33.648180 Lat, -117.864390 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 9.52 8.22 7.45 6.43 5.51 4.09 3.04 2.38 8.6 9.23 9.28 9.92 8.58 7.79 6.68 5.73 4.25 3.15 2.42 8.89 9.52 8.84 9.41 8.17 7.43 6.43 5.47 4.07 3.01 2.4 8.48 9.05 20+58 (test 164) Begin University Drive Westbound Lane 2 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 12.6467 GPS: 33.647770 Lat, -117.865040 Lon GPS: 33.648081 Lat, -117.864531 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.11 12.79 11.16 9.94 8.35 6.92 4.86 3.29 2.43 11.83 12.41 8.89 12.33 10.74 9.6 8.08 6.7 4.73 3.24 2.28 11.35 11.98 9.28 12.82 11.21 10 8.43 6.96 4.91 3.36 2.47 11.74 12.36 21+35 Notes: CL of Baypointe Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.648080 Lat, -117.864530 Lon Limit ❑ NIS ❑ 22+00 (test 165) Begin University Drive Westbound Lane 2 Notes: Longitudinal Cracks, Near Water Valves Pvt Temp: 81.7° F Avg FWD1: 7.02333 GPS: 33.647850 Lat, -117.864900 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.11 7.11 6.21 5.63 4.71 3.89 2.58 1.65 1.13 6.55 6.9 8.98 6.94 6.04 5.47 4.62 3.79 2.51 1.62 1.21 6.37 6.78 9.11 7.02 6.14 5.52 4.68 3.84 2.55 1.66 1.17 6.46 6.84 22+51 (test 166) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.0433 GPS: 33.647770 Lat, -117.865040 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.03 11.15 9.97 9.18 7.98 6.83 5.04 3.73 2.8 9.93 10.62 8.89 10.89 9.75 9.01 7.79 6.72 4.94 3.67 2.76 9.72 10.34 9.13 11.09 9.93 9.16 7.97 6.9 5.07 3.74 2.83 9.89 10.52 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 35 of 48 23+00 (test 167) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.9833 GPS: 33.647710 Lat, -117.865180 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 12.02 10.98 10.21 9 7.82 5.84 4.24 3.08 10.8 11.48 8.94 11.93 10.86 10.11 8.88 7.73 5.8 4.19 3.13 10.78 11.32 9.06 12 11.01 10.21 8.98 7.91 5.89 4.31 3.21 10.76 11.42 23+27 Notes: Begin Patch 23+45 Notes: End Patch Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647710 Lat, -117.865181 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647710 Lat, -117.865180 Lon Limit ❑ NIS ❑ 23+56 (test 168) Begin University Drive Westbound Lane 2 Notes: Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 13.48 GPS: 33.647630 Lat, -117.865340 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.84 13.31 12.03 11.25 9.95 8.69 6.5 4.81 3.45 12.14 12.82 9.08 13.67 12.38 11.5 10.14 8.83 6.67 4.91 3.54 12.43 13.06 9.11 13.46 12.18 11.37 10.05 8.77 6.59 4.86 3.52 12.24 12.86 24+03 (test 169) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.8467 GPS: 33.647570 Lat, -117.865480 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 11.78 10.51 9.65 8.37 7.17 5.39 4.03 3 10.77 11.38 8.94 11.82 10.51 9.66 8.41 7.2 5.37 4.01 3.04 10.77 11.38 9.08 11.94 10.63 9.77 8.52 7.31 5.44 4.04 3.02 10.92 11.51 24+15 Notes: RTP Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647570 Lat, -117.865481 Lon Limit ❑ NIS ❑ 24+51 (test 170) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 11.1233 GPS: 33.647520 Lat, -117.865620 Lon Limit ❑d NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 11.01 9.76 9.09 7.95 6.89 5.33 4 3 10.06 10.57 8.76 10.66 9.48 8.8 7.73 6.75 5.14 3.88 2.97 9.77 10.32 9.79 11.7 10.38 9.64 8.48 7.39 5.6 4.3 3.19 10.68 11.24 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 36 of 48 24+93 (test 171) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 7.97333 GPS: 33.647470 Lat, -117.865750 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 6.3 8.26 7.58 6.99 6.15 5.3 3.95 2.82 2.06 7.52 8.07 6.15 7.98 7.31 6.78 5.96 5.09 3.82 2.76 2.01 7.25 7.77 6.01 7.68 7.03 6.5 5.68 4.9 3.69 2.65 1.96 6.97 7.47 24+96 Notes: Begin Patch 25+09 Notes: End Patch 25+28 Notes: Lateral Trench Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647470 Lat, -117.865751 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647470 Lat, -117.865750 Lon Limit ❑ NIs ❑ Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647470 Lat, -117.865750 Lon Limit ❑ NIS ❑ 25+52 (test 172) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.94667 GPS: 33.647410 Lat, -117.865930 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 6.42 7.13 6.21 5.66 4.89 4.19 3.1 2.28 1.7 6.42 6.97 6.2 6.81 5.95 5.43 4.71 4.01 2.98 2.18 1.68 6.18 6.72 6.37 6.9 6.02 5.49 4.77 4.07 3 2.22 1.69 6.23 6.73 26+00 (test 173) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.79667 GPS: 33.647370 Lat, -117.866080 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 6.35 6.88 6.21 5.71 5.07 4.4 3.26 2.42 1.79 6.16 6.65 6.2 6.66 6.03 5.57 4.9 4.25 3.21 2.36 1.75 5.94 6.41 6.35 6.85 6.15 5.71 5.04 4.42 3.28 2.42 1.81 6.12 6.53 26+50 (test 174) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.94333 GPS: 33.647330 Lat, -117.866240 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 6.4 7.05 6.46 6.02 5.39 4.76 3.73 2.85 2.39 6.46 6.81 6.2 6.83 6.26 5.84 5.22 4.62 3.6 2.78 2.13 6.3 6.61 6.37 6.95 6.36 5.94 5.31 4.7 3.67 2.83 2.16 6.36 6.71 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 37 of 48 27+01 (test 175) Begin University Drive Westbound Lane 2 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.84333 GPS: 33.647290 Lat, -117.866390 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 6.32 4.93 4.45 4.12 3.67 3.25 2.64 2.06 1.65 4.4 4.79 6.18 4.8 4.32 4 3.59 3.18 2.55 2.01 1.66 4.29 4.61 6.27 4.8 4.34 4.03 3.6 3.2 2.56 2.03 1.65 4.26 4.67 27+43 (test 176) Begin University Drive Westbound Lane 2 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 4.08 GPS: 33.647261 Lat, -117.866530 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 6.45 4.16 3.56 3.24 2.82 2.42 1.78 1.34 1.04 3.82 4.02 6.32 4.04 3.45 3.15 2.73 2.31 1.74 1.31 1.02 3.68 3.93 6.35 4.04 3.46 3.15 2.73 2.35 1.75 1.32 1.03 3.66 3.9 28+38 Notes: CL of Jamboree Road Begin University Drive Eastbound Lane 3 Begin University Drive Westbound Lane 2 Pvt Temp: 0° F GPS: 33.647260 Lat, -117.866531 Lon Limit ❑ NIS ❑ 00+00 Begin University Drive Eastbound Lane 3 Notes: Begin University Drive Eastbound Lane 3; CL of Jamboree Road Pvt Temp: 0° F GPS: 33.647260 Lat, -117.866530 Lon Limit ❑ NIS ❑ 13+76 Notes: Begin Bridge 14+31 Notes: Lane 3 Begins 16+27 Notes: End Bridge http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.647260 Lat, -117.866530 Lon Limit ❑ NIS ❑ Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.647260 Lat, -117.866530 Lon Limit ❑ NIS ❑ Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.647260 Lat, -117.866530 Lon Limit ❑ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 38 of 48 16+53 (test 177) Begin University Drive Eastbound Lane 3 Notes: Avg FWD1: 2.06 Pvt Temp: 81.7° F Avg FWD1: 2.32667 GPS: 33.649670 Lat, -117.861670 Lon GPS: 33.649410 Lat, -117.862230 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 6.64 2.35 2.08 2.02 1.9 1.73 1.57 1.3 1.09 2.01 2.19 6.49 2.31 2.07 1.97 1.87 1.74 1.53 1.32 1.09 1.99 2.13 6.52 2.32 2.05 1.96 1.87 1.71 1.53 1.31 1.09 1.99 2.14 17+00 (test 178) Begin University Drive Eastbound Lane 3 Notes: Near Traffic Sensors Notes: Pvt Temp: 81.7° F Avg FWD1: 2.33667 Pvt Temp: 81.7° F Avg FWD1: 2.36 GPS: 33.649481 Lat, -117.862101 Lon GPS: 33.649601 Lat, -117.861410 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 6.67 2.36 1.94 1.81 1.7 1.57 1.4 1.18 1 2.11 2.23 6.59 2.34 1.91 1.8 1.68 1.56 1.34 1.14 0.94 2.02 2.16 6.62 2.31 1.88 1.78 1.66 1.49 1.35 1.13 0.96 2.01 2.16 18+02 (test 179) 6.27 2.35 1.97 1.82 1.67 1.51 Begin University Drive Eastbound Lane 3 Notes: 0.89 2.05 2.24 19+54 (test 182) Pvt Temp: 81.7° F Avg FWD1: 1.73 Begin University Drive Eastbound Lane 3 Notes: GPS: 33.649610 Lat, -117.861800 Lon Pvt Temp: 81.7° F Avg FWD1: 2.02333 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 6.57 1.75 1.33 1.26 1.17 1.11 1 0.89 0.76 1.37 1.53 6.54 1.72 1.31 1.22 1.16 1.09 0.97 0.84 0.72 1.35 1.5 6.54 1.72 1.33 1.26 1.16 1.1 0.99 0.87 0.73 1.35 1.51 18+57 (test 180) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.06 GPS: 33.649670 Lat, -117.861670 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 6.57 2.05 1.7 1.62 1.48 1.38 1.19 1.05 0.9 1.7 1.86 6.52 2.07 1.69 1.59 1.52 1.39 1.2 1.06 0.94 1.72 1.85 6.52 2.06 1.69 1.57 1.48 1.35 1.2 1 0.89 1.71 1.85 19+01 (test 181) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.36 GPS: 33.649601 Lat, -117.861410 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 6.42 2.39 2.02 1.87 1.71 1.57 1.3 1.09 0.91 2.11 2.32 6.27 2.34 1.99 1.83 1.68 1.49 1.29 1.08 0.87 2.06 2.27 6.27 2.35 1.97 1.82 1.67 1.51 1.29 1.07 0.89 2.05 2.24 19+54 (test 182) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 2.02333 GPS: 33.649790 Lat, -117.861370 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 6.52 2.04 1.46 1.39 1.32 1.23 1.1 0.99 0.84 1.44 1.64 6.59 2.01 1.45 1.38 1.3 1.22 1.11 0.95 0.82 1.45 1.62 6.57 2.02 1.45 1.38 1.31 1.23 1.09 0.97 0.83 1.46 1.62 Begin University Drive Eastbound Lane 3 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 20+09 (test 183) Page 39 of 48 Notes: Begin University Drive Eastbound Lane 3 Pvt Temp: 81.7° F Avg FWD1: 1.91667 Pvt Temp: 81.7° F Avg FWD1: 3.17 GPS: 33.649840 Lat, -117.861200 Lon GPS: 33.650020 Lat, -117.860420 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 6.49 1.91 1.49 1.41 1.32 1.22 1.06 0.95 0.83 1.54 1.7 6.35 1.93 1.49 1.41 1.31 1.23 1.08 0.96 0.81 1.56 1.7 6.45 1.91 1.45 1.37 1.28 1.22 1.06 0.92 0.82 1.51 1.69 20+64 (test 184) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Pvt Temp: 81.7° F Avg FWD1: 2.15333 GPS: 33.650010 Lat, -117.860420 Lon GPS: 33.649951 Lat, -117.861080 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 6.59 2.2 1.68 1.53 1.39 1.27 1.05 0.91 0.78 1.64 1.85 6.45 2.1 1.57 1.48 1.34 1.2 1.02 0.85 0.73 1.57 1.8 6.54 2.16 1.62 1.52 1.4 1.25 1.04 0.91 0.73 1.6 1.83 21+56 Notes: CL of MacArthur Boulevard Southbound Ramp 22+21 Notes: Change in Pavement Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.649950 Lat, -117.861080 Lon Limit ❑ NIS ❑ Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.649950 Lat, -117.861081 Lon Limit ❑ NIS ❑ 22+50 (test 185) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.17 GPS: 33.650020 Lat, -117.860420 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 6.47 3.23 2.66 2.4 2.14 1.9 1.55 1.29 1.04 2.79 3.08 6.3 3.11 2.56 2.31 2.06 1.83 1.53 1.24 0.99 2.68 2.95 6.4 3.17 2.64 2.36 2.11 1.86 1.54 1.25 1 2.71 3.01 22+51 (test 185) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.70667 GPS: 33.650010 Lat, -117.860420 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.81 4.72 3.88 3.52 3.08 2.78 2.26 1.87 1.48 4.06 4.45 8.81 4.7 3.85 3.52 3.12 2.79 2.31 1.91 1.53 4.1 4.44 8.86 4.7 3.9 3.54 3.13 2.8 2.28 1.89 1.49 4.1 4.46 23+01 (test 186) Begin University Drive Eastbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 5.01333 GPS: 33.650050 Lat, -117.860260 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.84 5.05 3.97 3.5 2.95 2.52 2.06 1.64 1.35 4.28 4.79 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 8.86 5 3.95 3.49 2.95 2.53 2.05 1.65 8.96 4.99 3.96 3.5 2.94 2.53 2.07 1.66 23+17 Notes: Lateral Trench 1.41 4.24 1.36 4.29 Page 40 of 48 4.75 4.72 Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.650050 Lat, -117.860260 Lon Limit ❑ NIS ❑ 23+52 (test 187) Begin University Drive Eastbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 7.07667 Begin University Drive Eastbound Lane 3 GPS: 33.650081 Lat, -117.860101 Lon Lat, -117.859800 Lon Pvt Temp: 81.7° F Avg FWD1: 6.84667 Limit ❑ NIs ❑/ Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 7.12 5.79 5.17 4.38 3.68 2.77 2.12 1.71 6.16 6.78 9.06 7.07 5.83 5.14 4.38 3.67 2.77 2.18 1.7 6.25 6.71 8.96 7.04 5.79 5.15 4.36 3.68 2.77 2.22 1.71 6.11 6.7 23+94 (test 188) Begin University Drive Eastbound Lane 3 Notes: Longitudinal Cracks, Lateral Cracks Pvt Temp: 81.7° F Avg FWD1: 14.9867 Begin University Drive Eastbound Lane 3 GPS: 33.650090 Lat, -117.859970 Lon Lat, -117.859800 Lon Pvt Temp: 81.7° F Avg FWD1: 6.84667 Limit ❑ NIs ❑/ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 15.14 12.22 10.69 8.76 7.18 4.94 3.51 2.51 13.1 14.45 8.67 14.91 12.06 10.59 8.71 7.14 5.02 3.5 2.58 12.91 14.18 8.67 14.91 12.09 10.63 8.74 7.21 4.93 3.53 2.6 12.97 14.18 24+50 (test 189) Begin University Drive Eastbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.57333 Begin University Drive Eastbound Lane 3 GPS: 33.650120 Lat, -117.859800 Lon Pvt Temp: 81.7° F Avg FWD1: 6.84667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.98 4.61 3.79 3.49 3.11 2.77 2.42 1.86 1.49 3.95 4.29 8.98 4.56 3.77 3.46 3.09 2.76 2.38 1.85 1.48 3.83 4.26 8.91 4.55 3.75 3.41 3.04 2.73 2.38 1.82 1.47 3.82 4.24 24+55 Notes: CL of MacArthur Boulevard Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.650120 Lat, -117.859800 Lon Limit ❑./ NIS ❑ 25+00 (test 190) Begin University Drive Eastbound Lane 3 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 6.84667 GPS: 33.650100 Lat, -117.859680 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.13 6.92 5.65 5.06 4.28 3.57 2.56 1.75 1.37 5.6 6.25 9.01 6.82 5.62 5 4.2 3.52 2.55 1.73 1.35 5.51 6.14 9.11 6.8 5.6 5.01 4.21 3.52 2.54 1.75 1.33 5.52 6.13 25+52 (test 191) Begin University Drive Eastbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 41 of 48 Avg FWD1: 8.32333 GPS: 33.650160 Lat, -117.859460 Lon Pvt Temp: 81.7° F Avg FWD1: 5.92 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.86 8.4 7.09 6.34 5.25 4.33 3.1 2.18 1.96 7.31 7.98 8.86 8.24 6.98 6.2 5.13 4.24 3.05 2.16 1.87 7.12 7.83 8.84 8.33 7 6.27 5.2 4.28 3.07 2.16 2.44 7.18 7.87 26+00 (test 192) Begin University Drive Eastbound Lane 3 Notes: GPS: 33.650170 Lat, -117.859130 Lon Pvt Temp: 81.7° F Avg FWD1: 5.92 Limit ❑ NIS ❑ GPS: 33.650161 Lat, -117.859290 Lon FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.2 12.2 10.09 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.96 5.93 4.96 4.52 3.9 3.36 2.6 1.97 1.55 5.2 5.7 8.91 5.9 5 4.47 3.84 3.31 2.54 1.92 1.55 5.21 5.62 8.91 5.93 4.97 4.52 3.9 3.32 2.59 1.97 1.58 5.23 5.64 26+50 (test 193) Begin University Drive Eastbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 12.0233 GPS: 33.650170 Lat, -117.859130 Lon Limit ❑ NIS ❑ Force FWDS FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.2 12.2 10.09 8.97 7.5 6.15 4.09 3.16 2.14 10.04 11.08 9.11 11.98 9.89 8.81 7.39 6.09 4.06 3.15 2.18 9.97 10.88 9.08 11.89 9.87 8.81 7.38 6.07 4.06 3.17 2.14 9.77 10.81 27+00 (test 194) Begin University Drive Eastbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 5.01333 GPS: 33.650191 Lat, -117.858970 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.79 5 4.7 4.45 4.1 3.75 3.21 2.57 2.11 4.82 4.91 8.81 5.02 4.64 4.45 4.1 3.74 3.15 2.55 2.11 4.83 4.91 8.86 5.02 4.67 4.44 4.1 3.75 3.19 2.55 2.07 4.82 4.93 27+43 (test 195) Begin University Drive Eastbound Lane 3 Notes: Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 3.37333 GPS: 33.650201 Lat, -117.858821 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.06 3.38 2.89 2.69 2.41 2.17 1.93 1.59 1.33 2.91 3.2 8.94 3.36 2.85 2.67 2.4 2.21 1.91 1.55 1.28 2.82 3.14 8.98 3.38 2.9 2.7 2.47 2.24 1.92 1.6 1.42 2.92 3.17 28+16 Notes: CL of MacArthur Boulevard Northbound Ramp Begin University Drive Westbound Lane 3 Begin University Drive Eastbound Lane 3 Pvt Temp: 0° F GPS: 33.650200 Lat, -117.858820 Lon Limit ❑ NIS ❑ 00+00 Begin University Drive Westbound Lane 3 Notes: Begin University Drive Westbound Lane 3; CL of MacArthur Boulevard Pvt Temp: 00 F Northbound Ramp http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports 03+58 Notes: CL of MacArthur Boulevard 05+62 Notes: Lane 3 Begins Page 42 of 48 GPS: 33.650200 Lat, -117.858820 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.650200 Lat, -117.858820 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.650200 Lat, -117.858820 Lon Limit ❑ NIs ❑ 05+81 (test 196) Begin University Drive Westbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.31 Begin University Drive Westbound Lane 3 GPS: 33.650260 Lat, -117.860540 Lon Pvt Temp: 81.7° F Avg FWD1: 3.42667 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.3 4.37 3.76 3.43 3.04 2.7 2.2 1.75 1.48 3.77 4.13 9.16 4.29 3.67 3.38 3.01 2.66 2.18 1.77 1.45 3.81 4.12 9.18 4.27 3.69 3.38 3 2.67 2.18 1.74 1.46 3.64 4.08 06+77 Begin University Drive Westbound Lane 3 Notes: CL of MacArthur Boulevard Southbound Ramp Pvt Temp: 0° F GPS: 33.650260 Lat, -117.860541 Lon Limit ❑ NIs ❑ 07+13 (test 197) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.42667 GPS: 33.650160 Lat, -117.860960 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDB FWD9 FWD10 9.06 3.47 2.93 2.71 2.43 2.18 1.86 1.57 1.3 2.97 3.18 8.98 3.39 2.86 2.67 2.4 2.15 1.85 1.55 1.47 2.83 3.11 9.03 3.42 2.86 2.66 2.41 2.17 1.87 1.59 1.25 2.89 3.1 07+51 (test 198) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.52333 GPS: 33.650131 Lat, -117.861080 Lon Limit ❑ NIs ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.79 4.54 3.89 3.53 3.06 2.69 2.2 1.76 1.45 3.82 4.24 8.86 4.55 3.88 3.54 3.05 2.69 2.22 1.78 1.46 3.8 4.24 8.84 4.48 3.85 3.48 3.06 2.66 2.23 1.75 1.43 3.83 4.22 08+00 (test 199) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.25667 GPS: 33.650100 Lat, -117.861240 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 43 of 48 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.01 3.28 2.81 2.63 2.43 2.23 1.98 1.69 1.48 2.78 2.94 8.94 3.25 2.77 2.6 2.41 2.22 1.97 1.69 1.46 2.75 2.93 8.91 3.24 2.76 2.61 2.37 2.18 1.96 1.67 1.5 2.79 2.93 08+53 (test 200) 3.13 2.92 2.63 2.34 2 1.62 Begin University Drive Westbound Lane 3 Notes: 3.08 2.87 2.59 2.31 1.97 1.61 Pvt Temp: 81.7° F Avg FWD1: 4.37 3.11 2.89 2.61 2.31 1.99 1.61 GPS: 33.650011 Lat, -117.861221 Lon 10+00 (test 203) Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.28 4.41 3.67 3.4 3.06 2.74 2.38 1.96 1.68 3.79 4.04 9.13 4.34 3.61 3.35 3.01 2.72 2.4 1.94 1.65 3.63 3.96 9.23 4.36 3.65 3.4 3.04 2.74 2.45 1.96 1.68 3.69 4 09+11 (test 201) 3.91 3.66 3.36 3.06 2.69 2.19 Begin University Drive Westbound Lane 3 Notes: 3.88 3.64 3.31 3.05 2.66 2.21 Pvt Temp: 81.7° F Avg FWD1: 5.16333 3.91 3.65 3.32 3.06 2.72 2.24 GPS: 33.649980 Lat, -117.861571 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 5.22 4.16 3.8 3.36 2.94 2.32 1.79 1.44 4.48 4.88 9.03 5.13 4.09 3.73 3.34 2.93 2.3 1.81 1.46 4.44 4.78 9.13 5.14 4.1 3.79 3.33 2.9 2.31 1.78 1.45 4.39 4.76 09+51 (test 202) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.70333 GPS: 33.649970 Lat, -117.861710 Lon Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.23 3.75 3.13 2.92 2.63 2.34 2 1.62 2.1 3.18 3.37 9.16 3.66 3.08 2.87 2.59 2.31 1.97 1.61 1.36 3.1 3.34 9.06 3.7 3.11 2.89 2.61 2.31 1.99 1.61 1.49 3.04 3.38 10+00 (test 203) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 4.47333 GPS: 33.649921 Lat, -117.861871 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 4.48 3.91 3.66 3.36 3.06 2.69 2.19 1.88 3.98 4.22 9.11 4.45 3.88 3.64 3.31 3.05 2.66 2.21 1.87 4.03 4.21 9.08 4.49 3.91 3.65 3.32 3.06 2.72 2.24 1.92 3.92 4.21 10+42 (test 204) Begin University Drive Westbound Lane 3 Notes: Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.14 GPS: 33.649830 Lat, -117.861960 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.18 3.15 2.7 2.55 2.36 2.18 1.96 1.74 0.11 2.73 2.86 9.06 3.14 2.68 2.52 2.32 2.13 1.92 1.71 1.85 2.72 2.8 9.08 3.13 2.69 2.53 2.33 2.12 1.95 1.71 2.12 2.67 2.82 11+76 (test 205) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 3.58667 GPS: 33.649641 Lat, -117.862320 Lon http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 44 of 48 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 9.2 3.63 2.74 2.56 2.38 2.21 1.88 1.72 1.48 2.77 3.02 9.13 3.57 2.71 2.53 2.34 2.13 1.89 1.69 1.49 2.82 2.96 9.08 3.56 2.7 2.48 2.32 2.16 1.88 1.7 1.49 2.73 3.01 12+03 Notes: Begin Bridge 14+54 Notes: End Bridge Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.649640 Lat, -117.862321 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.649640 Lat, -117.862320 Lon Limit ❑ NIS ❑ 14+79 (test 206) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 4.11667 GPS: 33.649160 Lat, -117.863130 Lon Limit ❑ NIS ❑ Force FWD1 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 4.13 3.65 3.48 3.22 2.94 2.53 2.07 1.7 3.68 3.9 8.89 4.08 3.61 3.43 3.18 2.91 2.5 2.05 1.66 3.6 3.82 8.98 4.14 3.64 3.45 3.18 2.91 2.5 2.05 1.67 3.66 3.85 15+26 (test 207) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 8.47667 GPS: 33.649070 Lat, -117.863250 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.96 8.59 5.69 4.96 4.11 3.39 2.56 1.98 1.65 6.87 7.8 8.96 8.44 5.64 4.96 4.07 3.37 2.54 1.96 1.6 6.72 7.63 8.94 8.4 5.64 4.95 4.07 3.36 2.54 1.97 1.61 6.65 7.59 15+76 (test 208) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 3.84333 GPS: 33.648981 Lat, -117.863381 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.03 3.83 3.26 3.07 2.84 2.59 2.29 1.97 1.68 3.24 3.49 9.06 3.85 3.24 3.08 2.84 2.6 2.3 1.97 1.68 3.23 3.43 9.06 3.85 3.24 3.08 2.84 2.61 2.27 1.97 1.68 3.23 3.47 15+97 Notes: Begin Patch 16+44 Notes: End Patch http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.648980 Lat, -117.863381 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F 3/5/2018 LaBelle - Marvin: FWD Reports 16+57 (test 209) Notes: FWD4 FWDS Avg FWD1: 6.85333 5.74 Force FWD1 FWD2 9.06 6.93 6.15 8.96 6.85 6.11 8.94 6.78 6.05 FWD3 FWD4 FWDS FWD6 FWD7 5.74 5.1 4.55 3.46 2.69 5.7 5.09 4.53 3.45 2.69 5.64 5.08 4.46 3.44 2.62 16+67 Notes: Change in Pavement Page 45 of 48 GPS: 33.648980 Lat, -117.863380 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 81.7° F GPS: 33.648840 Lat, -117.863571 Lon Limit ❑ NIs ❑ FWDS FWD9 FWD10 2.08 6.02 6.34 2.07 5.94 6.31 2.01 5.88 6.28 Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.648840 Lat, -117.863570 Lon Limit ❑.r NIS ❑ 16+80 (test 210) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Lat, -117.863991 Lon Pvt Temp: 81.7° F Avg FWD1: 19.1933 GPS: 33.648790 Lat, -117.863630 Lon Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.74 19.44 16.38 14.65 11.85 9.35 5.81 3.62 2.6 17.17 19.02 8.64 19.06 16.11 14.42 11.7 9.24 5.77 3.59 2.54 16.83 18.6 8.64 19.08 16.15 14.5 11.76 9.31 5.79 3.58 2.55 16.75 18.56 17+26 (test 211) Begin University Drive Westbound Lane 3 Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 25.9733 GPS: 33.648711 Lat, -117.863740 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.72 26.44 21.13 18.09 14.17 10.09 5.4 3.38 2.64 21.21 23.97 8.67 25.9 20.74 17.79 13.99 10 5.44 3.34 2.63 20.8 23.53 8.62 25.58 20.5 17.62 13.88 9.97 5.4 3.34 2.65 20.62 23.18 17+76 (test 212) Begin University Drive Westbound Lane 3 Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 28.2933 GPS: 33.648620 Lat, -117.863860 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.5 28.7 22.85 19.67 15.16 11.89 6.79 4.31 2.8 22.58 26.04 8.54 28.22 22.62 19.48 15.1 11.8 4.9 4.28 2.45 22.35 25.68 8.52 27.96 22.43 19.33 14.98 11.74 6.4 4.3 2.95 22.18 25.45 18+31 (test 213) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks, Near Traffic Sensors Pvt Temp: 81.7° F Avg FWD1: 26.0133 GPS: 33.648521 Lat, -117.863991 Lon Limit 9 NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.59 26.32 22.99 19.58 14.94 10.88 5.19 3.66 1.04 21.31 23.43 8.67 25.93 22.85 19.45 14.92 10.91 5.28 3.77 2.33 20.9 23.03 8.59 25.79 22.79 19.41 14.91 10.9 5.28 3.71 2.83 20.75 22.9 http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 LaBelle - Marvin: FWD Reports Page 46 of 48 18+80 (test 214) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Pvt Temp: 81.7° F Avg FWD1: 8.79 GPS: 33.648340 Lat, -117.864230 Lon GPS: 33.648430 Lat, -117.864120 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.86 8.84 7.74 7.11 6.26 5.47 4.17 3.23 3.92 7.96 8.39 8.84 8.76 7.66 7.06 6.25 5.44 4.16 3.2 2.76 7.88 8.35 8.91 8.77 7.65 7.08 6.26 5.46 4.16 3.23 2.72 7.97 8.3 19+11 Notes: Change in Pavement Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.648430 Lat, -117.864120 Lon Limit ❑ NIS ❑ 19+28 (test 215) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 6.35667 GPS: 33.648340 Lat, -117.864230 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.01 6.32 5.59 5.2 4.67 4.15 3.43 2.79 2.29 5.42 5.83 9.16 6.4 5.62 5.26 4.69 4.16 3.44 2.82 2.28 5.51 5.86 9.16 6.35 5.56 5.21 4.64 4.12 3.39 2.79 2.28 5.3 5.76 19+75 (test 216) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.23667 GPS: 33.648250 Lat, -117.864350 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.06 8.3 7.27 6.73 5.91 5.15 3.86 2.92 2.61 7.14 7.7 8.94 8.16 7.18 6.61 5.8 5.04 3.82 2.9 2.18 7.12 7.57 9.18 8.25 7.21 6.67 5.89 5.15 3.94 2.94 2.21 7.15 7.65 20+28 (test 217) Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 81.7° F Avg FWD1: 8.80667 GPS: 33.648161 Lat, -117.864480 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 9.06 8.9 7.96 7.33 6.43 5.54 4.23 3.04 2.25 7.84 8.4 8.98 8.76 7.86 7.26 6.38 5.49 4.21 3.05 2.33 7.85 8.33 9.01 8.76 7.85 7.26 6.35 5.51 4.2 3.06 2.28 7.76 8.29 21+35 Notes: CL of Baypointe 22+26 (test 218) Notes: Avg FWD1: 6.44 http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.648080 Lat, -117.864581 Lon Limit ❑ NIs ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 81.7° F GPS: 33.647840 Lat, -117.865001 Lon Limit ❑./ NIS ❑ 3/5/2018 LaBelle - Marvin: FWD Reports Page 47 of 48 Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 9.08 6.48 5.77 5.34 4.77 4.16 3.23 2.53 1.99 5.55 5.84 9.03 6.42 5.74 5.32 4.75 4.15 3.22 2.49 1.97 5.48 5.81 9.01 6.42 5.74 5.33 4.76 4.16 3.23 2.53 1.98 5.5 5.79 22+78 (test 219) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 10.53 GPS: 33.647760 Lat, -117.865140 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWD5 FWD6 FWD7 FWDS FWD9 FWD10 8.98 10.71 9.38 8.52 7.32 6.24 4.75 3.56 2.77 9.23 10 8.86 10.48 9.18 8.38 7.19 6.13 4.67 3.51 2.72 9.09 9.76 8.94 10.4 9.13 8.3 7.16 6.08 4.66 3.46 2.72 9.02 9.68 23+25 (test 220) Begin University Drive Westbound Lane 3 Notes: Alligator Cracks Pvt Temp: 81.7° F Avg FWD1: 10.8467 GPS: 33.647701 Lat, -117.865280 Lon Limit ❑ NIS ❑ Limit ❑ NIS ❑ Force FWDi FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWD8 FWD9 FWD10 8.96 10.94 9.26 8.48 7.4 6.32 4.86 3.76 2.97 9.51 10.16 8.86 10.83 9.16 8.43 7.33 6.28 4.83 3.77 2.96 9.36 10 8.84 10.77 9.15 8.41 7.35 6.29 4.85 3.72 2.94 9.36 9.95 23+62 (test 221) Begin University Drive Westbound Lane 3 Notes: Lateral Cracks, Longitudinal Cracks Pvt Temp: 81.7° F Avg FWD1: 15.03 GPS: 33.647650 Lat, -117.865390 Lon Limit ❑ NIS ❑ Force FWD1 FWD2 FWD3 FWD4 FWDS FWD6 FWD7 FWDS FWD9 FWD10 8.91 15.24 12.24 10.84 9.08 7.59 5.47 4.04 3.12 12.19 13.76 8.91 14.98 12.08 10.71 8.98 7.51 5.42 3.99 3.06 12.07 13.51 8.86 14.87 12 10.68 8.97 7.52 5.43 4 3.09 11.92 13.43 23+65 Notes: Begin Patch 23+87 Notes: End Patch 24+12 Notes: Lane 3 Becomes RTP 24+34 Notes: http://www.labellemarvin.com/fwd/fwdlive/report.php Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.647650 Lat, -117.865390 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.647650 Lat, -117.865391 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.647650 Lat, -117.865391 Lon Limit ❑ NIS ❑ Begin University Drive Westbound Lane 3 Pvt Temp: 0° F GPS: 33.647650 Lat, -117.865390 Lon 3/5/2018 LaBelle - Marvin: FWD Reports Page 48 of 48 Limit ❑ NIS ❑ 24+74 Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 0° F GPS: 33.647651 Lat, -117.865390 Lon Limit ❑ NIS ❑ 28+37 Begin University Drive Westbound Lane 3 Notes: Pvt Temp: 0° F GPS: 33.647650 Lat, -117.865390 Lon Limit ❑ NIS ❑ http://www.labellemarvin.com/fwd/fwdlive/report.php 3/5/2018 APPENDIX F R -VALUE DETERMINATIONS (CA 301) LMR -VALUE DATA SHEET LaBelle Marvin PROJECT No. 43164 DATE: 3/2/2018 BORING NO. Subgrade 2-24 University Drive City of Newport Beach SAMPLE DESCRIPTION: Light Brawn Clayey Silt ............................................. I........................... R -VALUE TESTING r - DESIGN CALCULATION DATA Traffic Index a SPECIMEN ID Is c Maid ID Number 30 11 12 Water added, grams 100 128 84 Initial Test Water,% 14.5 12.3 12.9 Compact Gage Pressure,psi 100 45 150 Exudation Pressure, psi 323 124 264 Height Sample, Inches 2.65 2.63 2.61 Gross Weight Mold, grams 3065 3038 3052 Tare Weight Mold, grams 1942 1953 1948 Sample Wet Weight, grams 1118 1085 1104 Expansion, Inches x 10exp-4 15 0 45 Stability 2,000 Its 1160psil 23 / 48 35 / 29 20 / 38 Turns Displacement 5.08 6.02 4.88 R -Value Uncorrected 53 30 62 R -Value Corrected 52 33 65 Dry Density, pcf 111.6 106.5 113.5 DESIGN CALCULATION DATA Traffic Index Giverul 8.0 8.0 8.0 G.E. by Stability 0.88 1.32 0J2 G. E. by Expansion 0.50 0.00 1.50 Equilibrium R -Value 55 T by EXUDATION Examined & Checked: 3 /2/ 18 FES to 5 00 C A REMARKS: Gf = 1.25 0.0% Retained on the 3/4" Sieve. ev rvpl The data above !abased upon processing and testing samples as received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of Celifornla, Materials & Research Test Method No. 301. LaBelle Marvin, Inc. 12700 South Grand Avenue I Santa Ana, CA 927051 714-514-3565 i 7 K � � S n 2 i C � v i N 5 � �r v 9 0o m e a a x a s a z _ H WR -VALUE DATA SHEET LaBelle Marvin PROJECT No. 43164 DATE: 3/2/2018 BORING NO. Subgrade 2-21 University Drive City of Newport Beach SAMPLE DESCRIPTION: Brown Gravelly Sandy Silt ......................................................................... DESIGN CALCULATION DATA Traffic Index DATA a SPECIMEN ID b 8.0 Mold ID Number 30 11 12 Water added, grams 40 20 27 Initial Test Water,% 13.2 11.1 11.8 Compact Gage Pressure,psl 75 210 140 Exudation Pressure, psi 239 557 339 Height Sample, Inches 2.48 2.41 2.44 Gross Weight Mold, grams 3036 3024 3028 Tare Weight Mold, grams 1947 1953 1948 Sample Wet Weight, grams 1 1089 1 1071 1 1080 Expansion, Inches x 10exp-4 6 33 22 Stability 2,000lbs (160psil 27 / 59 17 / 34 20 / 42 Turns Displacement 5.05 4.51 4.71 R -Value Uncorrected 46 67 60 R -Value Corrected 46 65 59 Dry Density, pcf 117.6 121.2 119.9 DESIGN CALCULATION DATA Traffic Index Giveml 8.0 8.0 8.0 G.E. by Stability 1.11 0.72 0.84 G. E. by Expansion 0.20 1.10 0.73 Equilibrium R -Value 55 by EXUDATION Examined & Checked: 3 /2/ 18 �p{l0FESS/ 'ty9F2 Csj. �^ REMARKS: Gf = 1.25 0.0% Retained on the 3/4" Sieve. CFCALW 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 l Santa Ana, CA 927051714-5143565 -F V SII u xonva nx Vx oisinm3un�xrn x�x�nm 1 1 1 1 1 1 1 IN a z a l7 Q m z �vCR SII u xonva nx Vx oisinm3un�xrn x�x�nm 1 1 1 1 1 1 1 IN APPENDIX G GLOSSARY OF TERMS W LaBelle Marvin PAYEIBR Al1�LY3q CE51(i!. SESTN6.8 RiSPECPCk 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. APPENDIX B: IRVINE RANCH WATER DISTRICT STANDARD DRAWINGS S-1 AND W-22 AND PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS Page 37 of 41 PROCEDURAL GUIDELINES AND GENERAL DESIGN REQUIREMENTS DEVELOPMENT SERVICES t� QQ 464 1 WllVE RANCH WATER DISfRlff 3.10 IRWD Standard Domestic Water Notes The following Standard Water Notes shall be included on all improvement plans for the installation of domestic water systems: A. All water system work shall conform to the District's "Procedural Guidelines and General Design Requirements" and "Construction Manual", as last revised. B.. A pre -construction conference of representatives from affected utilities, agencies and the contractor shall be held on the job site (or a location approved by the District) at least forty-eight (48) hours prior to the start of work. C. The District Engineering Office shall be called for inspection forty-eight (48) hours before start of work at (949) 453-5615 or (949) 453-5300. D. The proposed water system is to be staked at a minimum 50 -foot stationing if there are no existing curbs. E. Water meters shall not be located within a driveway or sidewalk. All water service laterals shall be constructed perpendicular to the water main without bends or angles from the connection point on the main. F. All main line valves shall be maintained so as to be accessible during tract development and construction. All valve stem tops having over 60 -inches of cover require an extension meeting District standards. G. In residential streets, the top of the pipe, 10 -inches and smaller, shall be a minimum of 42 -inches below the finished street surface and 48 -inches below finished street surface for all pipe 12 -inches in diameter and larger. H. All fire hydrants shall be set with the bottom flange 4 -inches above the concrete pad or sidewalk using one scored -spool as indicated in the Construction Manual and shall be located a minimum of 3 feet from the ECR or BCR at intersection. I. All water mains 4 -inches through 12 -inches shall be SDR -14 or thicker and shall not be rated less than pressure class 200, AWWA C-900 PVC, unless otherwise approved by the District. No "hot -taps" or other tie-in connections shall be made to existing District water mains prior to conducting and passing an approved pressure test and a bacteriological test on the new water distribution system. K. Tapping sleeves, where called for on the plans, shall be pressure tested in an approved manner in the field, in the presence of the District representative, prior to tapping the main line. Tapping of the main line shall not proceed unless a District representative is present. Size on size taps of water mains are not allowed. Procedural Guidelines Section 3 — Design Criteria, Domestic Water Facilities Revised July 2016 70 Page 4 of 6 L. Where meters and meter boxes are located within slopes, the angle meter stops shall be located such that the meters and boxes are parallel and flush, with the finished surface. Wherever the surrounding grade exceeds eight (8%) percent, or in the opinion of the District representative, the adjacent slope is too great, a small retaining wall, clear of the meter box, shall be constructed to the satisfaction of the District representative. M. Curb faces shall be inscribed with the letter "W" indicating locations of all domestic water services. Letter inscription shall be made using a 4 -inch power tool wheel grinder. N. hldividual pressure regulators are required by the Uniform Plumbing Code if average static pressure in the main is 80 psi or more. O. Curbs shall be inscribed with tie downs for all valve locations. Letter inscriptions shall be made using a 4 -inch power tool wheel grinder. P. The contractor shall expose all points of connection to the existing domestic water system for verification of horizontal and vertical location before construction. Q. Final Inspection for waterlines must include water samples that will be tested for the presence of bacteria, conductivity, turbidity and odor. The turbidity must be less than 2.5 NTU and the odor must be less than 1.0 TON, not to include chlorine odor, to be acceptable. Two (2) consecutive "passing" samples are required for acceptance. R. The contractor working on IRWD waterlines must have a C-34 license issued by the State Contractor's License Board or Class "A" General Contractors license (with special approval of the District, based upon actual water and sewer pipeline construction experience.) S. Contractor shall obtain and show proof of a construction dewatering permit from the state of California, Regional Water Quality Control Board prior to the start of construction. T. All butterfly valves 12 -inches in diameter and larger shall be flanged and shall be bi-directionally tested with the operator installed in accordance with the District's requirements outlined in the Construction Manual. 3.11 Miscellaneous Standard Guidelines A. Separate quantity estimates are to be included on the plans to indicate quantity of pipe, number of hydrants, valves, fittings, services, meter boxes, etc. B. The plans shall show, in plan and profile views, the position of all other known existing underground utilities as well as proposed underground utilities. Vertical Procedural Guidelines Section 3 — Design Criteria, Domestic Water Facilities Page 5 of 6 Remised July 2016 71 clearance at crossings shall be indicated by showing top of pipe and bottom of pipe elevations at the point of intersection. C. Temporary flush -out assemblies shall be installed at the end of all mains and large service stub -outs for testing and flushing purposes. D. Air and vacuum relief valves shall be installed at all high points of water mains in accordance with the District Construction Manual. E. Water sample stations shall be provided for each contiguous water service area. Where there are separate pressure zones, a separate water sample station shall be provided for each zone in a location approved by the District. F. Water mains to be constructed in landscape slopes and within easements shall be constructed with C-900 or C-905 class 200 PVC pipe. Slope anchors may be required in accordance with the District Construction Manual dependent upon the grades and local soil conditions. Thrust blocks will also be required at the angle points at both top and bottom of the slope. Procedural Guidelines Section 3 — Design Criteria, Domestic Water Facilities Revised July 2016 72 Page 6 of 6 small (well -trimmed) shrubbery may be permitted, so long as it is consistent with the landscape plan approved by the District. 4.15 Standard Sewer Notes The following notes must appear on the plans under Standard Sewer Notes. A. The sewer system is to be installed by the developer. All sewer work shall conform to the District's "Procedural Guidelines and General Design Requirements" and "Construction Manual", as last revised. B. The sewer contractor shall have a copy of the District's Construction Manual on the job. C. The contractor shall obtain a City or County permit for work done on public right-of-way. D. The District Engineering Office shall be called for inspection forty eight (48) hours before start of work at (949) 453-5615 or (949) 453-5300. E. A pre -construction conference shall be held 48 hours before starting construction work. F. The contractor shall expose all join points to the existing sewer system for verification of location and elevation before construction. G. Stations shown as --00.00 are sewer stations and are independent of all other street and pipeline stations. H. All laterals are to be staked by a surveyor before trenching and a complete set of cut sheets supplied to the District Representative. I. All sewer manhole lids are to have "IRWD" cast thereon as shown in the District Standard Drawings. J. The District will inspect and test the sewer collection system and lateral sewers to the lateral connection at property line clean-out, terminal clean-out or manhole. Privately owned sewer laterals, house laterals or building sewer laterals from the property line clean-out onto private property will be inspected and tested by the appropriate City or County building agency. K. Infiltration and air testing of sewer lines shall be in accordance with the District's "Procedural Guidelines and General Design Requirements" and "Construction Manual", as last revised. Procedural Guidelines Section 4— Design Criteria. Sewer Facilities Remised July 2016 83 Page 1 I of 12 L. All sewer lines shall be cleaned via "Hydro jet cleaner" or "Wayne Ball" in the presence of the District Representative before completion of all leakage tests. M. Pipeline leakage tests shall be made in the presence of the District Representative, only after backfill has been completed, compaction tests on backfill have been made, and the backfill has been accepted by the District Representative and has received written certification from the geotechnical engineer. N. All sewer main lines shall be inspected by the District and then shall be CCTV video inspected (by IRWD forces or an approved private contract company under the observation of the District Representative) using a high-resolution closed circuit television system. A DVD video recording shall be made of the inspection and provided to the District Representative. O. The contractor is to provide the District with an as -built set of construction plans. P. Before final acceptance, the developer's engineer signing the plans shall furnish the District with a set of as -built mylars, a PDF scan of the red -line mark-up and an as -built CAD file of the sewer plan. Q. Curbs shall be inscribed with an "S" indicating locations of all sewer laterals using a 4 -inch power tool wheel -grinder. R. Curbs shall be inscribed with tie downs for all manhole locations using a 4 -inch power tool wheel -grinder. S. The contractor working on IRWD sewer mains must have a C-34 license or a Class A Contractors license. T. Manholes deeper than twenty (20') feet shall have steel -reinforced concrete bases. Reinforcement shall be provided for the specific soils conditions at each deep manhole location. The reinforcement design shall be submitted to the District under the signature and stamp of a Licensed California Civil Engineer. Add the following notes to plans having on-site work which will be dedicated to the District: U. Trench backfill, on all sewer and water to be dedicated to the District, shall be compacted to 90% relative density as determined by test method ASTM 1557. Tests will be required every two hundred (200') feet of trench and every two (2) feet of rise (backfill) or as determined by the District Representative. The developer shall submit written results of compaction testing to the District prior to acceptance. If the trench location is within dedicated street or future street right-of-way, compaction shall be as required by the local governmental agency having jurisdiction, but in no case, less than 90% relative compaction. Procedural Guidelines Section 4 — Design Criteria; Sewer Facilities Revised Jrily 2016 84 Page 12 of 12 State Health Department regulations require a 10 -foot minimum horizontal separation between domestic water and recycled water or sewer lines. There are special construction methods which may be used where this separation cannot be achieved. Refer to the District Construction Manual and District Standard Drawings therein. Separation other than the Health Department minimums must be approved by the District Engineer. 5.3.6.2 Vertical Separation Domestic water, recycled water, and sewer lines are typically located vertically from the street surface down in order of decreasing quality. Domestic water will be the shallowest and sewer mains will be the deepest. Refer to the District Construction Manual and District Standard Drawings therein. 5.3.7 Water Service Materials and Sizes Approved materials and manufacturers for various service materials and connections are listed in the Standard Specifications sections contained in the District Construction Manual. The minimum recycled service size shall be 1 -inch and made of copper tubing. Service sizes will be shown on the plan. Service sizes available are 2" (which shall be copper), 4", 6", 8" and 10"; no other sizes will be allowed. 5.3.8 Water Meters All water meters will be furnished by the District subsequent to payment of all applicable fees and posting of all required bonds. Temporary water meters (up to 3 -inch in diameter) shall be applied for through the IRWD Customer Services Department. Larger (4 -inch and greater) diameter temporary services shall be requested through Development Services of the Engineering Department with a proper engineering plan set. Refer to the District's "Procedure For Temporary Construction Meters". 5.3.9 Standard Public (Off -Site) Recycled Water Notes The following notes must appear on all plans for construction of off-site recycled water facilities and be identified as "Recycled Water Notes." In addition the Standard Water Notes shown in Section 3.10 of this Guide must appear on the plan as well. (1) All off-site recycled water systems shall be constructed in accordance with the requirements of the potable water systems. (2) Recycled water pipe shall be purple PVC C-900 pipe marked as required by IRWD standards to identify it as recycled water. CML&C Steel Pipe or DIP may be used with the approval of IRWD but it must be marked with purple marking tape. (3) All 1 -inch and 2 -inch copper services shall be wrapped continuously with purple marking tape from end to end. Procedural Guidelines Section 5 — Design Criteria Public (Off -Site) RW Facilities Page 3 of4 Revised Aly 2016 87 c d c c Ll 0 0 PAVED CONDITION TURF BLOCK UNPAVED CONDITION CONDITION O'CLOCK POSITIONS NOTE: SEE SHEET 2 OF 2 FOR NOTES. 4 AX. ITEM MATERIALS OSTENCILED WARNING SIGN. SEE DETAIL ON SHEET 2. O—FRAME & COVER PER IRWD STD. SPEC. SECTION 03461. SEE DETAIL ON SHEET 2. OROUND CLASS "B" CONCRETE COLLAR AND AC OPAVEMENT. 4 —SQUARE CLASS "B" CONCRETE PAD REINFORCE WITH 6"X6" W.W.F. 10 GAUGE CENTERED IN CONCRETE. OSHAFT JOINT WITH JOINT SEALING COMPOUND. SEE NOTE 8 ON SHEET 2. O—CONCRETE MANHOLE BASE, CAST IN PLACE PER IRWD STD. SPEC. SECTION 03300. SEE NOTES 6 AND 8 ON SHEET 2. OCONCRETE BLOCK AND/OR BRICK SUPPORT. SEE NOTE 4 ON SHEET 2. O—MANHOLE LINER (WHERE REQUIRED) PER IRWD STD. SPEC. SECTION 09880 OR 09960. APPLY NON—SKID SURFACE ON OTOTAL SHELF AREA. 9 PRECAST CONCRETE MANHOLE SHAFT, MINIMUM WALL THICKNE PER IRWD STD. SPEC. SECTION 03461, AND AS NOTED BELOW: 48" DIA MANHOLE 6" WALL THICKNESS 60" DIA MANHOLE 6" WALL THICKNESS 72" DIA MANHOLE 7" WALL THICKNESS &INSTALL 16" LONG VCP PIPE THROUGH MANHOLE BASE FOLLOWED BY A 12" LONG VCP PIPE, AS SHOWN, FOR FLEXIBILITY. FOR PVC PIPE, REFER TO "PVC PIPE CONNECTION" DETAILS HEREON. (B—INSTALL TEMPORARY PLUG IN PIPE BELL—JOINT. 12 —GASKETED SDR -35 (SDR 26 FOR 15" THRU 18") PVC MANHOLE COUPLING WITH EPDXY RESI"' cnnin OnnTinin ON EXTERIOR SURFACE. 13 SDR -35 PVC PIPE. SHAFT JOINT MANHOLE BASE WITH VCP PIPE CONNECTION r A MANHOLE PLAN PVC PIPE CONNECTION TAPER PIPE AT SPIGOT GASKET SECTION A -A d. . °d a . 44 SECTION A -A PAVED CONDITION TURF 17" 17" ra nrai CONDITION SHED GROUND SURFACE 'AVED CONDITION) A TERM ITEM MATERIALS D1CLASS "B" CONCRETE COLLAR. OVALVE BOX AND FRAME PER IRWD STD. SPEC. SECTION 03462. OONE-PIECE 8" (SDR 35) P.V.C. PIPE. OWATER MAIN. OVALVE. O VALVE COVER TO BE IRON WITH LETTERS "IRWD" CAST THEREON. FOR DOMESTIC WATER LINES ADD "WATER" OR FOR RECLAIMED WATERLINES ADD "RW". O7 - VALVE ANCHOR BLOCK PER IRWD STD. DWG. W-16. OVALVE STEM EXTENSION PER IRWD STD. DWG. W-23. SEE NOTE 1 O- VALVE COVER PER DETAIL HEREON. USE 6" LONG -SKIRTED CAST IRON LID FOR ROUND BOXES. NOTES: 1. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 60". SEE IRWD STD. DWG. W-23. 2. IN NEW TRACT DEVELOPMENTS EXTEND VALVE RISER 24" ABOVE GROUND SURFACE FOR INTERIM CONDITIONS. 3. SET TRIANGULAR COVERS SUCH THAT APEX OR TRIANGLE POINT ALONG AXIS OF PIPE, AWAY FROM NEAREST FITTING. 4. SEE SPECIFICATIONS FOR VALVE LID COVER. APPENDIX C: PROJECT PHASING AND SEQUENCING EXHIBIT Page 38 of 41 N 11 tt, ONC WK� 4f 4e X UNIVERSITY DRIVE LEGEND: ED c z NIGHT 1: GRIND AND 1" LEVEL AREA % 93,320 SF % 560 TON NIGHT 2: 2" ARHM FINISH COURSE AREA % 93,320 SF % 1,120 TON NIGHT 3: GRIND AND 1" LEVEL AREA N 62,363 SF N 589 TON (INCLUDING 7" AC BASE DIGOUT) f rQ* NIGHT 5 — FINISH COURSE T'NA' - fN't,'� SR -73 SR -73 731' ... 585' NIGHT 4: GRIND AND 1" LEVEL AREA —, 53,392 SF —, 518 TON (INCLUDING 7" AC BASE DIGOUT) SF % NIGHT 5: 2" ARHM FINISH COURSE AREA —, 62,363 SF N 749 TON + + NIGHT 6: 2" ARHM FINISH COURSE 4– 4– AREA —, 53,392 SF P -z; 641 TON , 0 e - Hill il [if 4E " 41 , yr o j..." t,. 4 e. 1w tb *14-0 kM A 7.4 r MACARTHUR BAUD $ Ts . AREA 53,392 SF NIGHT 6 — FINISH COURSE &V + T-r JAMBOREE ROAD MACARTHUR BOULEVARD LEGEND: NIGHT 1: GRIND AND 1.5" LEVEL AREA N 95,405 SF % 859 TON NIGHT 2: GRIND AND 1.5" LEVEL AREA % 95,545 SF % 860 TON NIGHT 3: GRIND AND 1.5" LEVEL AREA —, 89,160 SF P -j 802 TON UA AREA % 95,405 SF NIGHT 4 — FINISH COURSE 111111 1111111 680' Illi 485'. AREA 95,545 SF/ NIGHT 5 — FINISH COURSE 4 lb if LOff. 0 WORK AREA FOR SR -73 RAMP CLOSURE AREA = 541,100 SF u.j '*c w < 4r . or 0 0 V) IPA AREA 89,1 60 SF j4 < UL U _L_ WIMP.- amm.0%, NIGHT 6 FINISH COURSE <r. AREA 93, 780 S F -lot NIGHT 11 FINISH COURSE tip 0 *Aallut, —657 lr_ tkf C t*, T 1,560' MIN 4 , fw.A"_,3�4 FROM CALTRANS ROW AT MACARTHUR OFF—RAMP 70' + + /Am\4 cgRTHUR BLV + VD VA N L A Pz,' y Z, / n n � r NIGHT 12 — FINISH COURSE 20' 0 . . . . . . 00., 0 4r m AREA ti 76 410 SF l NIGHT 10 FINISH COURSE Jj1— v' 0 N% sh NI 41 16V 41, VZ . . * *r r, _f 1� , - ` I-, " / '�- *, 7 " 11P -1 .1 , m 'I, Ln 4 F] 04! r I '7� f4e v �17 V pw A t 4f 'Zc J 1*0 4IL 11'.t -; -� .11,--'? - I " 01 -Z' Ar so 4j ITZ I- ko.'" 41. A', 110110 o SCALE: NTS No. 1V NIGHT 4: 2" ARHM FINISH COURSE AREA % 95,405 SF % 1,145 TON NIGHT 5: 2" ARHM FINISH COURSE AREA % 95,545 SF % 1,147 TON NIGHT 6: 2" ARHM FINISH COURSE 1.5" AREA � 89,160 SF % 1,070 TON NIGHT 7: GRIND AND 1.5" LEVEL AREA % 76,410 SF % 688 TON NIGHT 8: GRIND AND 1.5" LEVEL AREA % 93,780 SF % 844 TON NIGHT 9: GRIND AND 1.5" LEVEL AREA —, 92,798 SF % 835 TON NIGHT 10: 2" ARHM FINISH COURSE AREA % 76,410 SF % 917 TON NIGHT 11: 2" ARHM FINISH COURSE AREA % 93,780 SF % 1,1126 TON NIGHT 12: 2" ARHM FINISIH COURSE AREA � 92,798 SF � 1,114 TON APPENDIX D: CITY OF NEWPORT BEACH DRAWING STD -923 -L-A, STD -923 -L -B AND STD 924-L Page 39 of 41 RECD LIMIT LINE OR CROSSWALK PER PLAN DDDq C:) a m __00011 3 -OX O 0 1-0Y 00 1 -OX i 2 -OX zu LEFT TURN LANE I THROUGH LANES BIKE LANE I I I 1 -ox DETECTOR INPUT FOR THROUGH PHASES 1-0Y DETECTOR INPUT FOR LEFT TURN PHASES OXB BICYCLE LOOP DETECTOR INPUT 0 CALTRANS TYPE E LOOP DETECTOR MODIFIED CALTRANS TYPE E LOOP 0 DETECTOR (LEAD LOOPS) CALTRANS TYPE D LOOP DETECTOR (3'x6') I EDGE OF GUTTER CURB FACE NOTES: 1. UNLESS OTHERWISE INDICATED TYPE E LOOPS SHALL BE 6' DIAMETER AND TYPE D LOOPS SHALL BE 3'x6'. 2. LOOPS SHALL BE CENTERED IN THE LANE UNLESS OTHERWISE SHOWN. PLACE LEAD LOOPS IMMEDIATELY IN ADVANCE OF LIMIT LINE OR CROSSWALK. 3. A MAXIMUM OF 4 LOOP DETECTORS SHALL BE ON 1 DETECTOR LEAD-IN CABLE (DLC). 4. SEE CITY STD -923 -L -B FOR CALTRANS MODIFIED TYPE E LOOP WINDING DETAIL. 5. LOOP WIRE SHALL BE TYPE 2. LOOP DETECTOR LEAD-IN CABLE (DLC) SHALL BE TYPE B. 6. LOOPS SHALL BE INSTALLED PER CALTRANS STANDARD PLAN ES -5A AND ES -5B. 7. LOOP SEALANT SHALL BE HOT -MELT RUBBERIZED ASPHALT SEALANT. CITY ENGINEER DATE I APP. DIR OF PUBLIC WORKS DATE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS LOOP DETECTORS USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ADOPTED STANDARD DETAIL NO. 923 -L-A SHEET 1 of 2 Start TWISTED CLOCKWISE INTO A PAIR Finish (AT LEAST 2 TURNS PER FOOT) WINDING DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) u- 0 Z J Ow H U D SAWCUT DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) RECD APP. ISE CITY ENGINEER DATE DIR OF PUBLIC WORKS DATE LL�iISED CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL NO. LOOP DETECTORS 923-L-6 USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 2 of 2 2' MIN. * 8' MIN WHEN INSTALLED ON OR ADJACENT TO BICYCLE SIDEWALKS, PATHS OR WALKWAYS. NOTES TRAFFIC SIGN VARIES � J 2" x 2" O.D. 14 GA. UNISTRUT POST 7' MIN* 4"-6" ABOVE FINISH SURFACE FINISH SURFACE 8" MIN. 2-1/4" x 2-1/4" O.D. 12 GA.__,-,' L 18" IN CONCRETE UNISTRUT BASE 30" IN DIRT TYPICAL SIGN INSTALLATION 1. SIGN 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 (0.08 INCH THICKNESS). 2. NEW SIGN POSTS SHALL BE 14 GAUGE, 2 INCH SQUARE (O.D.) UNISTRUT INSTALLED INTO A 12 GAUGE 2 -1/4 -INCH UNISTRUT (O.D.) BASE. 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. 3. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE 5/16 INCH STAINLESS STEEL. ANTI -SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 4. SIGNS SHALL BE INSTALLED AT A CLEAR HEIGHT OF 7 FEET UNLESS OTHERWISE SHOWN ON PLANS. LOCATION OF SIGNS SHOWN ON PLANS IS APPROXIMATE AND SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION. SIGNS INSTALLED ON OR ADJACENT TO BICYCLE SIDEWALKS, PATHS, OR WALKWAYS SHOULD BE INSTALLED AT A CLEAR HEIGHT OF 8 FEET. RECD APP. REVISED CITY ENGINEER DATE I DIR OF PUBLIC WORKS DATE ADOPTED I CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS I TYPICAL TRAFFIC SIGN INSTALLATION STANDARD DETAIL NO.924-L SHEET 1 APPENDIX E: TRAFFIC CONTROL AND DETOUR PLANS SUBMITTED TO CALTRANS FOR ENCROACHMENT PERMIT APPLICATION Page 40 of 41 JOHN WAYNE AIRPORT SYMBOL -a POWER POLE ® SEWER CLEANOUT GS SEWER MANHOLE ® STORM DRAIN MANHOLE >(D< FIRE HYDRANT ® WATER METER ® STREET LIGHT PULL BOX ® TRAFFIC SIGNAL PULL BOX *—o STREET LIGHT ® WATER VALVE C- GUY WIRE I& SURVEY MONUMENT ID SIGN O VAULT VENT 13 TREE ® IRRIGATION CONTROL VALVE ® CABLE TV PULL BOX E CORING LOCATION Q ELECTRICAL MANHOLE m ELECTRICAL PULL BOX EG BUILDING — — — — EXISTING CONSTRUCTION EVC PROPERTY LINE - - EXISTING NEW CONSTRUCTION FLANGE ---�--- CENTERLINE ----5---- SEWER LINE -----W----- WATER LINE - --G- - - GAS LINE E ELECTRICAL LINE GB GRADE BREAK TELEPHONE LINE T CATV CABLEVISION LINE IRWD SP SPRINKLER SYSTEM LEFT -x -x -x- FENCE MCWD BLOCKWALL NOT TO SCALE ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION 1-3.2) AB AGGREGATE BASE ARV AIR RELIEF VALVE ACP ASBESTOS CEMENT PIPE AC ASPHALT CONCRETE ARHM ASPHALT RUBBER HOT MIX BC BEGIN CURVE BCR BEGIN CURB RETURN BVC BEGIN VERTICAL CURVE BLK BLOCK BLVD BOULDVARD CATV CABLE TV CI CAST IRON TIME WARNER CABLE CENTERLINE CNB CITY OF NEWPORT BEACH CL CLASS CLR CLEAR C&G CURB AND GUTTER E EAST/ELECTRIC EC END CURVE ECR END CURB RETURN EG EDGE OF GUTTER EP EDGE OF PAVEMENT EVC END VERTICAL CURVE EXIST EXISTING FLG FLANGE FE FLANGED END FL FLOW LINE FM FORCE MAIN G GAS GV GATE VALVE GB GRADE BREAK HPG HIGH PRESSURE GAS IP&T IRON PIPE AND TAG IRWD IRVINE RANCH WATER DISTRICT LT LEFT MAX MAXIMUM MCWD MESA CONSOLIDATED WATER DISTRICT MH MANHOLE MJ MECHANICAL JOINT MIN MINIMUM NG NATURAL GROUND N NORTH NTS NOT TO SCALE NO NUMBER OG ORIGINAL GROUND PE PLAIN END PROP PROPOSED PB PULL BOX RCP REINFORCED CONCRETE PIPE RET RETAINING RT RIGHT R/W RIGHT OF WAY SCH SCHEDULE S SEWER SCO SEWER CLEANOUT SMH SEWER MANHOLE SDMH STORM DRAIN MANHOLE SHT SHEET SL STREET LIGHT SW SIDEWALK SCE SOUTHERN CALIFORNIA EDISON SQ SQUARE STL STEEL T TELEPHONE W WEST/WATER W/ WITH EMERGENCY TELEPHONE NUMBERS IF, oV / PUBLIC WORKS DEPARTMENT TRAFFIC CONTROL AND DETOUR PLANS FOR MACARTHUR BLVD & UNIVERSITY DR PAVEMENT REHABILITATION PROJECT NO. 18R23 LOCATION MAP NOT TO SCALE SHEET INDEX SHEET NO. DESCRIPTION DAY NIGHT SOUTHERN CALIFORNIA GAS COMPANY (800) 624-8153 DESIGNED: RC SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 AND DETAILS DATE: 01/7/181 (800) 332-1321 DRIVE CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717 ORANGE COUNTY SANITATION DISTRICT(714) TRAFFIC 962-2411 12-16 TIME WARNER CABLE (714) 542-6222 CONTROL STAGE 2 FOR MACARTHUR BLVD & UNIVERSITY DR PAVEMENT REHABILITATION PROJECT NO. 18R23 LOCATION MAP NOT TO SCALE SHEET INDEX SHEET NO. DESCRIPTION PREPARED BY: OPROFESS/0�� ��TRAFFIC YICK C. `��� CHAN m CIVIL WORKS RCE 71389 ENGINEERS Exp. 12/31/19 3151 Airway Avenue, Suite T-1 Mesa, (714)96690 OA 92626 STgTF CIV1�-o���P OF CA1-�F REVIEWED: TITLE SHEET CONTROL AND DETOUR PLANS FOR MACARTHUR BLVD & UNIVERSITY DR PAVEMENT REHABILITATION 1 TITLE SHEET DESIGNED: RC DRAWN:Costa MS 2 LEGEND, NOTES, AND DETAILS DATE: 01/7/181 3 - 5 UNIVERSITY DRIVE TRAFFIC CONTROL 6 - 11 MACARTHUR BLVD TRAFFIC CONTROL STAGE 1 12-16 MACARTHUR BLVD TRAFFIC CONTROL STAGE 2 17 UNIVERSITY DRIVE DETOUR 18 MACARTHUR BLVD DETOUR FOR TRAFFIC CONTROL STAGE 1 19 MACARTHUR BLVD DETOUR FOR TRAFFIC CONTROL STAGE 2 C-7183-1 o CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG BASIS OF BEARINGS: OCS GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTH OF 65' 53' 50" WAS HELD BETWEEN OCS GPS POINTS 6188 AND 6211 AS THE BASIS OF BEARINGS. THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPLYING THE MEAN COMBINATION FACTOR OF POINTS 6188 AND 6211 (0.99996947) TO ALL THE VALUES, HOLDING OCS POINT 6211 AS THE POINT OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. PREPARED BY: OPROFESS/0�� ��TRAFFIC YICK C. `��� CHAN m CIVIL WORKS RCE 71389 ENGINEERS Exp. 12/31/19 3151 Airway Avenue, Suite T-1 Mesa, (714)96690 OA 92626 STgTF CIV1�-o���P OF CA1-�F REVIEWED: TITLE SHEET CONTROL AND DETOUR PLANS FOR MACARTHUR BLVD & UNIVERSITY DR PAVEMENT REHABILITATION YICK C CHA RCE 71389 CONSULTING ENGINEER'S NAME BENCHMARK: ORANGE COUNTY PUBLIC WORKS, B.M. NO. 3FF-11-99. 3 3/4" OCS ALUMINUM DISK STAMPED "3FF-11-99" LOCATED AT THE NORTHEAST CORNER OF A CB, AT UNIVERSITY DR. AND LA VIDA/BAYPOINTE STREETS. ELEVATION 28.710' NAVD88, ADJUSTED 1999 ( ) DESIGNED: RC DRAWN:Costa MS CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6081-5 SHEET 1 of 19 CHECKED: MM DATE: 01/7/181 E 0 0 V) 66 I rn N 0 rn 3 t a� 0 c 0 U U 0 4141 V) a� 0 0 U L6 0 LEGEND AND CONSTRUCTION NOTES 1❑ INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. ® WORK AREA PCMS PORTABLE CHANGEABLE MESSAGE SIGN +4 TYPE II BARRICADE WITH SIGN +FF TYPE III BARRICADE WITH SIGN d SIGN (AS NOTED ON PLANS) • PORTABLE DELINEATORS DIRECTION OF TRAVEL ® VARIES ® CONSTRUCTION LANE DIMENSIONS (XX') EXISTING LANE DIMENSIONS Q EXISTING TRAFFIC SIGNAL IN REGULAR OPERATION (S; EXISTING TRAFFIC SIGNAL WITH SIGNAL OPERATION ADJUSTED TO THE TRAFFIC CONTROL SET UP ® FLASHING ARROW SIGN (FAS) PROPOSED PORTABLE SIGNS SIGN CODE DESCRIPTION C19(CA) ROAD CLOSED AHEAD C30(CA) LANE CLOSED C30(BIKE)(CA) BIKE LANE CLOSED C30A(CA) SHOULDER CLOSED G20-2 END ROAD WORK M4 -8a END DETOUR M4-9c(L) BIKE DETOUR WITH ARROW POINTING TO LEFT M4-9c(R) BIKE DETOUR WITH ARROW POINTING TO RIGHT M4 -10(L) DETOUR WITH ARROW POINTING TO LEFT M4 -10(R) DETOUR WITH ARROW POINTING TO RIGHT R1-1 STOP SIGN R3-1 NO RIGHT TURN R3-2 NO LEFT TURN R3 -5(R) RIGHT TURN ONLY R3 -7(R) RIGHT LANE MUST TURN RIGHT R6 -2(R) ONE WAY POINTING TO THE RIGHT R9-9 SIDEWALK CLOSED R9 -11(L) SIDEWALK CLOSED AHEAD, CROSS HERE TO THE LEFT R9 -11(R) SIDEWALK CLOSED AHEAD, CROSS HERE TO THE RIGHT R10-11 NO TURN ON RED R11-2 ROAD CLOSED R73-2(CA) LEFT/U TURN IS ALLOWED SC3(CA) DETOUR WITH ARROW POINTING UP C19(CA) ROAD CLOSED AHEAD W4 -2(L) LEFT LANE REDUCTION W4 -2(R) RIGHT LANE REDUCTION W11-1 BICYCLE CROSSING W12-1 DOUBLE ARROW W13-1 P(XX) CONSTRUCTION SPEED LIMIT (SPEED LIMIT) W16-1 P SHARE THE ROAD W20-1 ROAD WORK AHEAD W20-2 DETOUR AHEAD W20-5(BIKE) BIKE LANE CLOSED AHEAD W20 -5(L) LEFT LANE CLOSED AHEAD W20 -5(2L) TWO (2) LEFT LANE CLOSED AHEAD W20 -5(3L) THREE (3) LEFT LANE CLOSED AHEAD W20 -5(R) RIGHT LANE CLOSED AHEAD W20 -5(2R) TWO (2) RIGHT LANE CLOSED AHEAD W20 -5(3R) THREE (3) RIGHT LANE CLOSED AHEAD TRAFFIC CONTROL GENERAL NOTES 1. ALL TRAFFIC CONTROL WORK AND TRAFFIC CONTROL DEVICES FOR CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF : • THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS (CAMUTCD) • WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH MANUAL) • STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION "GREENBOOK" • ALL OSHA REQUIREMENTS • CALIFORNIA VEHICLE CODE 2. ALL TEMPORARY SIGNING SHALL CONFORM TO THE LATEST CAMUTCD, "GREENBOOK" SPECIFICATIONS AND THE CITY OF NEWPORT BEACH'S REQUIREMENTS. 3. NO WORK INVOLVING LANE CLOSURES SHALL BEGIN BEFORE SUNDAY AT 9:00 PM OR CONTINUE AFTER FRIDAY AT 6:00 AM ON ALL STREETS, UNLESS OTHERWISE APPROVED. 4. NO WORK IS PERMITTED ON WEEKENDS, HOLIDAYS AND OBSERVED HOLIDAYS UNLESS OTHERWISE APPROVED IN THE TRAFFIC CONTROL PLANS HEREIN AND APPROVED BY AND COORDINATED WITH THE CITY. 5. DURING NON—WORKING HOURS OR WHEN WORK IS NOT SCHEDULED, ALL ROADWAY LANES SHALL BE RETURNED TO THEIR FULL TRAFFIC USE BY PLATING OR BACKFILLING AND PAVING THE OPEN TRENCHES UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. AT THE END OF THE WORKDAY, THE CONTRACTOR SHALL REMOVE ALL TRAFFIC CONTROL DEVICES NOT IN USE. 6. PEDESTRIAN, BIKE, VEHICULAR AND EMERGENCY ACCESS SHALL BE MAINTAINED, UNLESS OTHERWISE APPROVED BY THE CITY. 7. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL TRAFFIC CONTROL DEVICES REQUIRED BY THE CITY OF ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL RESTORE ALL PROPERTY DAMAGED OR REMOVED DURING CONSTRUCTION TO THE SATISFACTION OF THE CITY INSPECTOR. 10. THE CONTRACTOR SHALL TELEPHONE THE CITY OF NEWPORT BEACH (949) 644-3324 AT LEAST FOUR (4) WORKING DAYS PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL DEVICES. 11. FLASHING ARROW BOARDS SHALL BE USED FOR EACH TRAFFIC LANE CLOSURE. 12. THE CONTRACTOR SHALL MAINTAIN TWO—WAY TRAFFIC AT ALL TIMES ON MACARTHUR BLVD. 13. THE CONTRACTOR SHALL MAINTAIN AT LEAST ONE LANE OF TRAFFIC IN EACH DIRECTION DURING CONSTRUCTION ON MACARTHUR BLVD OR UNIVERSITY DRIVE UNLESS OTHERWISE APPROVED HEREIN. 14. THE CONTRACTOR SHALL NOTIFY THE CITY OF NEWPORT BEACH SIGNAL OPERATIONS AND MAINTENANCE, POLICE DEPARTMENT (PUBLIC SAFETY), AND TRAFFIC ENGINEER FOUR (4) WORKING DAYS PRIOR TO COMMENCING ANY WORK WITHIN 250 FEET OF ANY SIGNALIZED INTERSECTION (MEASURED FROM THE NEAREST CURB), IMPLEMENTING ANY ROAD CLOSURE, AND/OR IMPLEMENTING ANY DETOUR OF TRAFFIC. 15. THE CONTRACTOR SHALL NOTIFY HOMEOWNERS ASSOCIATIONS, BUSINESSES, AND RESIDENTS WITHIN A 500 FEET OF THE PROJECT LIMITS, AND THE CITY OF NEWPORT BEACH TEN (10) DAYS PRIOR TO IMPLEMENTING ANY CONSTRUCTION WORK INVOLVING APPROVED NON—WORKING HOURS, WEEKEND WORK, ROAD CLOSURES, AND/OR DETOURS. NOTIFICATIONS FOR OTHER TYPES OF WORK MAY ALSO BE REQUIRED AS DETERMINED BY THE CITY. 16. AT LEAST TWO WEEKS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL PROVIDE PORTABLE CHANGEABLE MESSAGE BOARDS IN ALL DIRECTIONS OF TRAVEL (INCLUDING SIDE STREETS), TO WARN THE PUBLIC OF THE WORK. 17. ALL TRAFFIC LANES SHALL HAVE A MINIMUM OF 5 FEET CLEARANCE FROM OPEN EXCAVATIONS AND A MINIMUM OF 2 FEET FROM VERTICAL OBSTRUCTIONS. 18. CONTRACTOR SHALL PROVIDE FLAGGERS AS DEEMED NECESSARY BY ENGINEER. 19. TRAFFIC SIGNALS SHALL REMAIN IN OPERATION AT ALL TIMES. CONFLICTING TRAFFIC SIGNAL INDICATIONS SHALL BE COVERED AND SIGNAL OPERATION DURING EACH CONSTRUCTION PHASE SHALL BE COORDINATED WITH AND APPROVED BY THE CITY. 20. PLACE ADDITIONAL "LANE CLOSED" (C30(CA)) SIGNS ON TYPE II BARRICADES AT 200 FEET INTERVALS THROUGHOUT EXTENDED WORK AREAS IN EACH LANE THAT IS CLOSED. INSTALL "OPEN TRENCH" (C27(CA)) SIGNS WHENEVER AN OPEN EXCAVATION AREA EXISTS ADJACENT TO THE TRAVELED WAY. 21. CONTRACTOR SHALL REPLACE/REPAIR ALL DAMAGED STRIPING WITH TEMPORARY STRIPING OR RAISED PAVEMENT MARKERS AT THE END OF EACH WORKING DAY. 22. CONTRACTOR SHALL COVER OR REMOVE ALL CONFLICTING SIGNS. C-7183-1 Exist CURB 1 G20-2 & GUTTER (= (10) o 350' 350' o 0 @ 10' SPACING (TYP) 1 Q C30(CA) 1 ` • / O r� Q / / • O� C-6 C30(CA) 1 1 W20-1 @ 40' SPACING (TYP) 1 C30(CA) 1 I� OO 1 G20-2 O / '1 o Exist CITY R/W E t CURB LA V I DA MATCHLINE 1 -SEE BELOW ® • xis �, 1 C19(CA) & GUTTER I O 10+0� Exist CURB X� & GUTTER • • G20-2 1 / h1 / ` N1 W20-1 1 / ` �N o 1 W20-5(BIKE) C19(CA) WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) ,30(CA) @ 25' SPACING (TYP) Z r BAYPOINTE DR m R3-1 Exist CITY R/W � W20-1 1 C30(CA) 1 I 1 @ 25' SPACING (TYP) Exist CURB j R3-2 & GUTTER O O W20-1 I C30(CA) : 1 M4-9c(L) R3-2 UNIVERSITY DRIVE R73-2(CA) 1 v / i 0 (POSTED SPEED=50 MPH)R73-2(CA) 1 i / i w• M4-9c(R) 1 _ (19) t# o o _ _ — — R9 -11(R) 1 _ Q ® — — ( ® R11-2 00 e 1 p • _ i — — — — — — — — — — — (14') =13+00 � �— -+- 16+00 R11 2 1 Exist CURB 14, _ ,� + p _ �_ — 10 R3 -5(R) & GUTTER 30(BIKE)(CA) 1 `w —� —♦ _ _ sM4-9c(L) 1 Exist CITY • 100' OPENING — ♦—---------- 12 - R/W • 111 1w -> — — — o 1 M4 9c(R) 1 C19(CA) o G a C30(B KE)(CA) ExistCGUTTER B 1 1 R9 -11(L) 4 Exist CITY R3 -7(R) 1 1 R3-1 C30(CA) R/W N o N I / C30CBIKE)CCA) 1 C30(CA) 1 ° / @ 40 SPACING (TYP) 1 W12-1 1 25' SPACING (TYP) SCALE 1" = 40' @ 10' SPACING (TYP) 1 SR -73 OFF RAMP C30(CA) 1 R3-5CR) 1 b T W11-1 T / 1 W16 -1P Exist BIKE TRAIL 4.-9:(L) / MA R9-3 1 1 R11-2 TCHLINE 1 tEE ABOVE 1 W20-1 R9-3 LA VI M4-9c(R) 1 1 R9-9 CALTRANS R/W �` / CALTRANS R/W �` UQ STY DRIVE ♦ CALTRANS R/W ' 1n1j\/ER PHS o � oo� `. Exist CITY R/W v 1v SPEED 50 M = - CB a. ° o vz (POSTE - - o - - - - - _ - _ _ _ _ _ ` • 1 R9-9 o — + _ e o Exist CURB <v NEWPORT BEACH — ■ —/ NS � py Cg N �f Exist CURB — _ — ® — C� OF & GUTTER �/ & GUTTER -o R11-2 1 —� / T Qo WP _ k a. 28+0 H ♦ �� 26+00 29+00 2 ° i— 30+00 1 �` 25+00 TRANS R/W i 24+00 R� 2 — — ■ o / '�• _ o -� o O Qj Qj V CALTRANS R/W _ 1 M4-9c(R) Exist CITY R/W Exist BIKE TRAIL J M4-9c(L) — 1 M4-9c(R) O n Exist CURB Q) & GUTTER O Q Exist PARK k BIKE TRAIL CONSTRUCTION NOTES aINSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. 1' o 0 N / Z 1 M4-9c(RY Q7 co / CO CO 1 R9-3 �M O M4-9c(L) / co Q' 'S O 1+ 0 cq M c^ CD CALTRANS , R9-9 1 �M O CALTRANS WORK AREA / V CALTRANS R/W O R11-2 1 PREPARED BY: REVIEWED. �O PROFESS/ONgI YICK C. CHAN m ®CIVIL WORKS RCE 71389 A PICK C CH , RCE 71389 ENGINEERS * Exp. 12/31 /19 * DESIGN ENGINEER'S NAME 3151 Airway Avenue, Suite T-1 s P DESIGNED. DRAWN: Costa Mesa, CA 92626 Tq C V j L �,� (714) 966-9060 TF OF OA`\F RC MS CHECKED: MM DATE: 01/17/19 NO. DATE DESCRIPTION OF REVISIONS 41 1 1 I 1 I • 1 • 0 N Q I 1 N " ® • xis �, 1 C19(CA) & GUTTER I O 10+0� Exist CURB X� & GUTTER • • G20-2 1 / h1 / ` N1 W20-1 1 / ` �N o 1 W20-5(BIKE) C19(CA) WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) ,30(CA) @ 25' SPACING (TYP) Z r BAYPOINTE DR m R3-1 Exist CITY R/W � W20-1 1 C30(CA) 1 I 1 @ 25' SPACING (TYP) Exist CURB j R3-2 & GUTTER O O W20-1 I C30(CA) : 1 M4-9c(L) R3-2 UNIVERSITY DRIVE R73-2(CA) 1 v / i 0 (POSTED SPEED=50 MPH)R73-2(CA) 1 i / i w• M4-9c(R) 1 _ (19) t# o o _ _ — — R9 -11(R) 1 _ Q ® — — ( ® R11-2 00 e 1 p • _ i — — — — — — — — — — — (14') =13+00 � �— -+- 16+00 R11 2 1 Exist CURB 14, _ ,� + p _ �_ — 10 R3 -5(R) & GUTTER 30(BIKE)(CA) 1 `w —� —♦ _ _ sM4-9c(L) 1 Exist CITY • 100' OPENING — ♦—---------- 12 - R/W • 111 1w -> — — — o 1 M4 9c(R) 1 C19(CA) o G a C30(B KE)(CA) ExistCGUTTER B 1 1 R9 -11(L) 4 Exist CITY R3 -7(R) 1 1 R3-1 C30(CA) R/W N o N I / C30CBIKE)CCA) 1 C30(CA) 1 ° / @ 40 SPACING (TYP) 1 W12-1 1 25' SPACING (TYP) SCALE 1" = 40' @ 10' SPACING (TYP) 1 SR -73 OFF RAMP C30(CA) 1 R3-5CR) 1 b T W11-1 T / 1 W16 -1P Exist BIKE TRAIL 4.-9:(L) / MA R9-3 1 1 R11-2 TCHLINE 1 tEE ABOVE 1 W20-1 R9-3 LA VI M4-9c(R) 1 1 R9-9 CALTRANS R/W �` / CALTRANS R/W �` UQ STY DRIVE ♦ CALTRANS R/W ' 1n1j\/ER PHS o � oo� `. Exist CITY R/W v 1v SPEED 50 M = - CB a. ° o vz (POSTE - - o - - - - - _ - _ _ _ _ _ ` • 1 R9-9 o — + _ e o Exist CURB <v NEWPORT BEACH — ■ —/ NS � py Cg N �f Exist CURB — _ — ® — C� OF & GUTTER �/ & GUTTER -o R11-2 1 —� / T Qo WP _ k a. 28+0 H ♦ �� 26+00 29+00 2 ° i— 30+00 1 �` 25+00 TRANS R/W i 24+00 R� 2 — — ■ o / '�• _ o -� o O Qj Qj V CALTRANS R/W _ 1 M4-9c(R) Exist CITY R/W Exist BIKE TRAIL J M4-9c(L) — 1 M4-9c(R) O n Exist CURB Q) & GUTTER O Q Exist PARK k BIKE TRAIL CONSTRUCTION NOTES aINSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. 1' o 0 N / Z 1 M4-9c(RY Q7 co / CO CO 1 R9-3 �M O M4-9c(L) / co Q' 'S O 1+ 0 cq M c^ CD CALTRANS , R9-9 1 �M O CALTRANS WORK AREA / V CALTRANS R/W O R11-2 1 PREPARED BY: REVIEWED. �O PROFESS/ONgI YICK C. CHAN m ®CIVIL WORKS RCE 71389 A PICK C CH , RCE 71389 ENGINEERS * Exp. 12/31 /19 * DESIGN ENGINEER'S NAME 3151 Airway Avenue, Suite T-1 s P DESIGNED. DRAWN: Costa Mesa, CA 92626 Tq C V j L �,� (714) 966-9060 TF OF OA`\F RC MS CHECKED: MM DATE: 01/17/19 NO. DATE DESCRIPTION OF REVISIONS r L L C L L LL i C Q LL LL ry) W _z J U Q SCALE: 1 "=40' 1 R9-9 Exist CURB & GUTTER DRIVEWAY Sh ❑PERATI❑NAL AND EGRESS TRAFFIC WITH C30(CA) FLAGGER CONTROL AT ALL TIMES (11') czr (15') czr C30(CA) C30(BIKE)(CA) R11-2 0 O u 0 Exist CURB & GUTTER CE El C-11 .1-1 9 04 04 �- `- C30(CA) 1 R3-2 MATCHLINE 5 - SEE SHEET 5 MACARTH U R BLVD NB ON/OFF RAMP Exist CURB & GUTTER /—I1l C30(CA) 12' — — — — — ( 13) — — — ----- =>(11') - C30(CA) 1 LL W (14) UNIVERSITY DRIVE Exist CURB (POSTED SPEED LIMIT = 55 MPH) & GUTTER SCALE: 1 "=40' I 0660' MERGING TAPER cc LV Exist CURB 100' BUFFER & GUTTER 0 1 C30(CA) m c • ® 1 C30(CA) Lu • _ _ LLI • - - •- co LLI _ z - _ _ J— — �L SCALE: 1 "=40' L-AISt CURB & GUTTER CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) 1 I C30(CA) 1 1 C30(CA) > > 10' Nr (10')I;r — =:>(11') — — — — — — — (11') R9 -11(R) J @ 40' SPACING (TYP) Exist CURB & GUTTER 19(CA) 1C30(CA) UNIVERSITY DRIVE (POSTED SPEED LIMIT = 55 MPH) C30(CA) O�N�P GP��F 660' MERGING TAPER @40' SPACING (TYP) 1 FAS 100' BUFFER 12' (10) E=>(12') ---- (6) W20-1 UNIVERSITY DRIVE (POSTED SPEED LIMIT = 55 MPH) (10') Exist CURB & GUTTER 330' SHIFTING TAPER Exist CURB & GUTTER czr (13) _ U Q 660 660 ' MERGING TAPER 350' 350' 350' W20-5(BIKE) W20 -5(3R) C19(CA) 200' BIKE LANE TAPER 1 W11-1 1 1 SPACING W16 -1P (TYP) Exist CURB 1 C30(BIKE)(CA) _ • • (11') & GUTTER • • • —(12') • 11_ — _ — (12')- - — — — — — Exist CURB & GUTTER RE G20 - 350' W20-1 C-7183-1 ]FAS C30(CA) 1 LL W O - - W _- • • • i <= 11, m W W - 0 — — — — — — (12) i _ E=> (11') W (11 ') z czr (13) _ U Q 660 660 ' MERGING TAPER 350' 350' 350' W20-5(BIKE) W20 -5(3R) C19(CA) 200' BIKE LANE TAPER 1 W11-1 1 1 SPACING W16 -1P (TYP) Exist CURB 1 C30(BIKE)(CA) _ • • (11') & GUTTER • • • —(12') • 11_ — _ — (12')- - — — — — — Exist CURB & GUTTER RE G20 - 350' W20-1 C-7183-1 100 BUFFER • ��A 1 1 30(C Z� cr ` �C12j Q SCALE: 1 "=40' CONSTRUCTION NOTES ❑1 INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. 905' MERGING TAPER Exist CURB Q_ rIITTFP @ 40' SPACING (TYP) - MACARTHUR BLVD NB ON/OFF RAMP WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) 350, 350 350' • \ W4 -2(L) W20 -5(L) W20-1 � 1 � 1 1 v� 1 FAS ' PGPFZ, C-7183-1 WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) I�1J W20-1 350' 1 C20-2 I�1J W20-1 W20-5(BIKE) 350' - (13') C� --- (13') ¢o d (12') ►��ma/I 6 1 1 1 W20 -5(3R) W4 -2(R) 350' 350' FORD RD CN II I I 4 Exist CURB & GUTTER (VAR) (15') I W11-1 Exist CURB W16 -1P & GUTTER 200' BIKE LANE TAPER �@ 20' SPACING (TYP) Exist CITY R/W Exist CURB & GUTTER MACARTHUR BLVD (POSTED SPEED = 55 MPH) 1 1 C30(BIKE)(CA) • 7— m N F -- LL W . .... ... ... ... ... ... ... ... Lu • • •-� 100' OPENING - - • • - • • \- l FAS ]@ 50' SPACING (TYP) MACARTHUR BLVD (POSTED SPEED = 55 MPH) @ 10' SPACING (TYP) W12-1 U-1 U-1 .:�l 1U) LLQ ------------ z • QQ G 660' MERGING TAPER N— Lu Z_ J U Q 75 V Vv MERGING TAPER MATC B�HU/NE 8' A CANYON DR T � � @40' SPACING (Typ) INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. SCALE: 1 "=40' @ 50' SPACING (TYP) SCALE: 1 "=40' Exist CITY R/W W W I co Qj _ 121 Lu co O O N Q co W z I C-7183-1 ¢o d ►��ma/I 0 — -- -- -- -- (12') <= I / O --- <= (12') --- (12') <= I / 0 - — (12')Lu > (17) < 111& 0 112+00 113+00 <= (12') 114+00 115+00 116+00 117+00 118+00 O O O cj - (12') -6�- -'- Q (13q) v!0 O OI (12') -67- Lu Lu (11') / => N— Lu Z_ J U Q 75 V Vv MERGING TAPER MATC B�HU/NE 8' A CANYON DR T � � @40' SPACING (Typ) INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. SCALE: 1 "=40' @ 50' SPACING (TYP) SCALE: 1 "=40' Exist CITY R/W W W I co Qj _ 121 Lu co O O N Q co W z I C-7183-1 WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) Q rylo w O m Q w w 1 O O M Q I— U; LL z c: a C C r -t CITY R/W Exist CURB & GUTTER o CB — — — — —124+00 125+00 — — 123+00 _ � —� — � 122+00 — — — — _ _ — — — •� 100' OPENING —• • ° 1 I C30(CA) Exist CITY R/W Exist CURB & GUTTER @ 50' SPACING (TYP) 660' MERGING TAPER @ 10' SPACING L-1(TYP) 11 C30(CA) --or-- - MACARTH U R BLVD (POSTED SPEED = 55 MPH) 8') (14') (12') (12') 126+00 (13') — 127+00 CB 1 IW12-1 21' CB ° 1 C30(CA) 100' BUFFER e d RAMP 1 IC30(CA) v v (14') - (12') 28+00 (11') 129+00 130+00 v� o (12') v� ' I I 00 1 R10-11 I I 1 W20-1 r VILAGGIO vE -v_ 1 C30(CA) i @ 10' SPACING (TYP) Exist 131+00 4 nn' rA nrn 1 @ 10' SPACING (TYP) ~ LL Lu J a rJ 111 • J • Lu • • co w c/) 132+00 — — —• �— ---f — — —•— — — •-- — _ 12'C* Log M + r r O O_______ —•—_ A 11@ 50' SPACING (TYP) Lu oISO ° c Ce Z - C30(CA) C30(CA) 1 WORK AREA Exist CURB & GUTTER Exist CITY R/W SCALE: 1 "=40' 00 w w U-1 w g� s0 t J CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. ( CON") , , C-7183-1 WORK PI WORK H O m tL uj co I X20' T,aoRG�NG SCALE: 1 "=40' 100, �FER \ 1 @ 50' SPACING (TYP) 720' MERGING TAPER 1 •� _ EXIST BRIDGE BARRIER /12'1 - 00') SCALE: 1 "=40' CONSTRUCTION NOTES 1❑ INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. 11 350' 350' 350' SHOULDER TAPER - 200 _ 2( 0-5(2R)- 1 • (10'i � C30A(CA) 1 • • ' '� 2� i FAS o 1 i MACARTHUR BLVD EXIST BRIDGE BARRIER (POSTED SPEED = 60 MPH) C-7183-1 f` W W Lu w WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) N moi. — — —1 — SCALE: 1 "=40' 100' BUFFER Exist CURB & GUTTER Exist CURB (Pi & GUTTER (CON 320' MERGING TAPER C30(CA) 1 Exist CURB 1 @ 35' SPACING (TYP) & GUTTER O m 4 W (10) (10) to Lu (12 ) Z — J — — X 9p U Q BISON AVE Exist CURB (POSTED SPEED = 50 MPH) & GUTTER (CONSTRUCTION SPEED = 40 MPH) DRIVEWAY C30(BIKE)(CA 0 Exist CURB & GUTTER 1 W12-1 fC3(0(CA)El C30(CA) 100' BUFFER 1 R3 -7(R) 1 @ 10' SPACING ]C30(CA) CTYP) 1 C30(CA) E1 R3 -7(R) 20'— • • • • •–i — — — — 1313, �pENING C30(CA) o • R3-2 Ll @ 25' SPACING (TYP) 1 N C30(CA) • 1 R3-2 BAYSWATER 100' BIKE LANE TAPER W11-1 1 W16 -1P SCALE: 1 "=40' CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. (12') (13') [:::�> – (12') C:--:�> G -2(RA 1 @ 20' SPACING (TYP) 350' W20 -5(R) 350' 350' At (12') (14') C19(CA) 1 W13 1P(40) C19(CA) W20-5(BIKE)(CA) 1 W13 -1P(40) X14') op G20-2 1 Exist CURB & GUTTER C30XA)Vl J @35' SPACING (TYP) (12 / (21') O� C30(CA) 1 11 @10' SPACING (TYP) v W20-1 / C-7183-1 WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) ti W W 0 ®- — w NOS 18 cn I M Lu U Q LIN SCALE: 1 "=40' COUNTRY CLUB DR W20-1 1 320' I- MERGING 4 TAPER UJ C30(CA) 1 O m Q W<= 12 (I) i Cfl 11.1 z _ (12') U (12') I I CELTIS PL m 123 1 R11-2 DRIVEWAY 100' BUFFER C30(CA) 1 C30(CA) BELCOURT DR W20-11 1 b Q100' BUFFER 160' SHIFTING TAP ER R3-1 1 Q0 � 1 R3 -7(R) Exist CURB & GUTTER 1 FAS 32C 1 C30(CA) R11-2 1 R3 -7(R) 1 1 W12-1 1 C30(CA) i- i 1 1@ 40' SPACING (- 320' MERGING TAPER @ 40' SPACING (TYP) 4 • (12') (11') (12') �__--- (12') - ---(12')=> 12 TT O <i� <= 1 1 C30(CA) R3-2 Lo to Now 11 - S MATCHLINE 7EE SHEET CAMELBACK ST 120' FAS DRIVEWAY 1 J;l (11') (12') C� BISON AVE Exist CURB & GUTTER (POSTED SPEED = 45 M4� MPH) (CONSTRUCTION SPEED W20-1 SCALE: 1 "=40' CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. 00' OPENING • � � (10') --- Exist CURB & GUTTER 4-2(R) 150' (12') (12') W20 -5(3R) W13 -1P(40) 150' C19(CA) W13 -1P(40) 1 New C30(CA) 1 W20-11 1 W20-11 1 30(CA) FAS • O J co Q0 411Z z �v JAMBOREE RD II II QIQI Q 0. N N Ln no m W20-1 - 1 I 0 0 C-7183-1 (12') (12') — - — — (10') BISON AVE (POSTED SPEED = 45 MPH) (CONSTRUCTION SPEED = 40 MPH) 320' MERGING TAPER @ 40' SPACING (TYP) 4 • (12') (11') (12') �__--- (12') - ---(12')=> 12 TT O <i� <= 1 1 C30(CA) R3-2 Lo to Now 11 - S MATCHLINE 7EE SHEET CAMELBACK ST 120' FAS DRIVEWAY 1 J;l (11') (12') C� BISON AVE Exist CURB & GUTTER (POSTED SPEED = 45 M4� MPH) (CONSTRUCTION SPEED W20-1 SCALE: 1 "=40' CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. 00' OPENING • � � (10') --- Exist CURB & GUTTER 4-2(R) 150' (12') (12') W20 -5(3R) W13 -1P(40) 150' C19(CA) W13 -1P(40) 1 New C30(CA) 1 W20-11 1 W20-11 1 30(CA) FAS • O J co Q0 411Z z �v JAMBOREE RD II II QIQI Q 0. N N Ln no m W20-1 - 1 I 0 0 C-7183-1 O Lu LJJ 0cf) Lu V LU U V) Q m I` J L LJ L1J J Q =U U Q 75 mm - SCALE: 1 "=40' C30(CA) G (TYP) 1 C30(CA) Exist CURB [ I R3-2) & GUTTER C30(CA) CURB TER R6 -2(R G • • • • • 10 J, JP1 (10') (12') ---� (12') @ 10' SPACING (TYP) DRIVEWAY 1 R3-2 1 1@ 40' SPACING (TYP) Exist CURB & GUTTER G� G� 1� • 12 <= 12 (10') (VAR) 1 IC30(CA) • C3 (12') onft- --------- ----- ') � CAMELBACK ST (POSTED SPEED = 35 MPH) '4 350' v 1 iv C30(CA) Exist CURB & GUTTER 1 C30(CA) 1 W20-1 W12-1 16 • - — •<= 121 <= (12')_ @ 10' SPACING (TYP) (12') <= (12') C� (13') (12') (121) — — _ - — (20') C� (16') BON ITA CANYON DR (POSTED SPEED = 50 MPH) SCALE: 1 "=40' CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. Exist CURB & GUTTER 1 1@ 40' SPACING (TYP) E* (12') W20-1 1 (23') (15') n -1 cn o tQ 1 N W20-1 w I u LA FELICIDAD WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) C-7183-1 Lu O m Q Lu Lu 0 Lu z J 2 U Q WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) s� ----� (13') (12') (12') (17') (13') 715' MERGING TAPER W20-11 1 c Lr M a- " 111 0 11' (12') C� (12') (5') ..D J 1 W20-1 350' A II V I I II I II I I it I I I 4 I Exist CITY R/W E .— N N � J y o ¢o I1 a I � 0 <= (12') 0 <= (12') \ 111+/00 0 112+00 <= (131) 113+00 114+00 v!0 O 01 (12') ICEI + I C� �1 C30(CA) 2' (12') 1 W20 -5(3L) 350' (VAR) (15') • (12') • MACARTHUR BLVD (POSTED SPEED = 55 MPH) Exist CURB & GUTTER • 4-2(L) Exist CURB & GUTTER 350' 100' BU E clq o --� Nclq �-- I I I I I I I I 80N/T q CANYON DR / LJ C30(CA) 50' BUFFER 20-1 (17') 1 IC30(C 1 1@ 50' SPACING (TYP) 715' MERGING TAPER Exist CURB MACARTHUR BLVD & GUTTER (POSTED SPEED = 55 MPH) 1 ]PENING ! _ @ 10' SPACING (TYP) SCALE: 1 "=40' m --LiC30(CA) W12-1 Exist CITY R/W F -- LL W O Lu m LLQ Lu U) i LLQ z J U Q 0 a.. — _ — — — (13') (12') — — _ LLI - 115+00 —� 116+0� — —� — 117+00 118+00 (12') - — — 119+00_ LLI y6 X120+00 W - co _121 O — — N EO �✓ -n — CC* (16') • 0 9' c/) 0 c LJII� V VURD & GUTTER Exist CITY R/W CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. FAS 660' MERGING TAPER 1 C30(CA) 1 @ 50' SPACING (TYP) 1 1 C30(CA) C30(CA) Q 50' BUFFER Exist CITY R/W 660' MERGING TAPER SCALE: 1 "=40' C-7183-1 WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) r -t CITY R/W o CB — ' o Lu W _ — — — _ W _ — — — 123+00 124+00 W— — 122 00 – – O 00 —� – – — 4:10 $ — • — • — 1 - 1 C30(CA) V Q 1 FAS I- 2 C� w �� IO m Q w w VJ 1 O O M Q I— w z J 7- C) U Q Exist CITY R/W xist CITY R/W xist CITY R/W SCALE: 1 "=40' CONSTRUCTION NOTES 660' MERGING TAPER 125+00 MACARTH U R BLVD (POSTED SPEED = 55 MPH) (14') (12') (12') 126+00 (13') MACARTHUR BLVD (POSTED SPEED = 55 MPH) l --Ll @ 50' SPACING (TYP) aINSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. Exist CURB & GUTTER LX15 1, UUMD & GUTTER 0 (CA)I 1 30(CA) 100' BUFFER 0 Exist ( & GUT1 R�AMP (8') o _ o v v (14') (12') (12') 127+00 128+00 (11') 129+00 130+00 131+00 v� o (12') v� • • m1u., i \—EC30(CA) N 1I 71@ 10' SPACING (TYP) i 1 W20-1 VILAGGIO vE B\SON Al --45 MPNi 40 MPH TEp S?e Oo A SPEEp NEED 1 lPp NSTRUGT13 . S C EE S � MP Exist CURB & GUTTER _SEE SN LANE Z ON PvD SPEEp PEEP : 411MP`-BCH BIS (POSTE RUGT�°N S (C°NST Exist CITY R/W 0 0 1 IC30(CA) o- 9 w 132+00 100' TAPER 2 �@ 10' SPACING LL (TYP) Lu J co o. O J g LLI 1 C 13 O M —• 12 �_ Co 0 Lu J - U 1 C30(CA) ~ J@ 50' SPACING (TYP) z Exist CITY R/W SCALE: 1 "=40' 500' SHIFTING TAPER VI1L 11\rl1YJ 1\/ W �t w w 2 w w c/) 1 O L0 C-0 d- (n Ill _z J 2 U Q C-7183-1 2S 500' SHIFTING TAPER N z a ry J Exist CITY R/W CALTRANS R/W v co r 8 W (12') r o0 uj— — O LO r W uj z J I V 13 ?o' MFRG�NG TgpFR CALTRANS R/W JC30(CA) SR -73 OFF RAMP 12' glue SCALE: 1 "=40' C30(CA) C30(CA -DfTCH _ 0(CA) 30(CA) 1 @ 50' SPACING (TYP) YP) FAS 100' BUFFER 1 C30(CA) z J NN 1 C30(CA) v . (10') — — — • - - — — 1 A) • -�ry_ — AKICI o it , 00z: 0- U 12 — ,�r� — � w CALTRANS R/W @ 10' SPACING EI(TYP) 100' TAPER U) z SR�;"3 ON Rq \ Exist BRIDGE BARRIER • Exist BRIDGE BARRIER 720' MERGING TAPER 1 Exist BRIDGE BARRIER V _ 00 12') ® • • 00) SCALE: 1 "=40' CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. Exist • • • MACARTHUR BLVD (POSTED SPEED = 60 MPH) • >0' MERGING TAPER WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) 50' SPACING (TYP L MACARTHUR BLVD (POSTED SPEED = 60 MPH) 350' W4 -2(L) 1 350' W20 -5(2L) J J O CD (12') - z — — (12') J 350' W20-1 1 __----- i i i C-7183-1 LLI W W W W W N W z J U Q WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) 100' BUFFER C30(CA) 320' MERGING TAPER @ 35' SPACING (TYP) SCALE: 1 "=40' 200' BIKE LAME TAPER 1 @ 20' SPACING (TYP) Exist CURB & GUTTER LLI O ___ • m 12 W � (1 0) 1 W z _ 2 U Q Exist CURB & GUTTER SCALE: 1 "=40' Exist CURB P. GLITTER 1 FAS Exist CURB & GUTTER DRIVEWAY kell , 11 • —0 of F` @ 10' SPACING (TYP) C30(BIKE)(CA) 12' 12' 1 C30(CA) (12) C30(BIKE)(CA) C19(CA) 1 � 4 @ 35 SPACING (TYP) z�p r 1 I C30(CA) (13') C� (12') V� BISON AVE (POSTED SPEED = 50 MPH) (CONSTRUCTION SPEED = 40 N 350' 350' 350' W20-1 W13-1P(40)LL W11-1 W16 -1P W4 -2(L) W20 -5(L) BISON AVE (POSTED SPEED = 50 MPH) (CONSTRUCTION SPEED = 40 MPH) CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. BAYSWATER svo f3 MP 'TX ? (20') 12' 320' MERGING TAPER @ 35' SPACING (TYP) I -El W12-1 SAF FZPM� N00 Exist CURB & GUTTER Exist CURB & GUTTER 200' BIKE LANE TAPER C30(BIKE)(CA) C-7183-1 2S V� J) (12') -- E*(12) — _ (8') BISON AVE (POSTED SPEED = 50 MPH) (CONSTRUCTION SPEED = 40 MPH) CONSTRUCTION NOTES INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. BAYSWATER svo f3 MP 'TX ? (20') 12' 320' MERGING TAPER @ 35' SPACING (TYP) I -El W12-1 SAF FZPM� N00 Exist CURB & GUTTER Exist CURB & GUTTER 200' BIKE LANE TAPER C30(BIKE)(CA) C-7183-1 2S 100' BUFFER 320' MERGING TAPER Exist CURB & GUTTER Cy) 1 R3 -7(R) W 35' SPACING (TYP) C30(CA) I 1 1 IC30(CA) w 4<= 12 <= (12') • • • <= 12 w $ 1 FAS III 1 C30(CA) cy (12') Lu _z -- J EZ!�> (12') 2 U Q E t CURB SCALE: 1 "=40' W20-11 1 350' W20 -5(2L) 1 Lij V (12') m � (12') Q <= (12) 11.1 W (1 O') ui z z (12') J (12') U Q xis & GUTTER COUNTRY CLUB DR u a Cel- TIS PL CONSTRUCTION NOTES DRIVEWAY W20-1 1 W13 -1P(40) (12') (12') (12') C::> W20-11 1 C19(CA)1 1 (12') --- x(12') (12') I BISON AVE (POSTED SPEED = 45 N (CONSTRUCTION SPEED = Exist CURB & GUTTER v Exist CURB BISON AVE & GUTTER (POSTED SPEED = 45 MPH) (CONSTRUCTION SPEED = 40 MPH) BELCOURT DR 0 1 IW20-1 ❑1 INSTALL CONSTRUCTION SIGN AND POST, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED. SCALE: 1 "=40' 100' BUFFER 320' MERGING TgpER 1 C30(CA)F1 C30(CA) 1 @ 35' SPACING (TYP) �1FAS I—&xist GUTTER CURB ]@ 10' SPACING (TYP) (12') 12 I I I I I I I I I i � I CAMELBACK ST Q 1 IW20-1 (12') �(11) • Exist CURB & GUTTER WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) W4 -2(L) s 350' .350' w 44.m (1O) co co ILI C-7183-1 NOT TO SCALE mmoommmm ommmmmmonon mmoommon mmommmon mmumm ommmmmmonon mmoommon mmemmmon PCMS 1 mmmommmmmmmmmmmm mmmommmm mmoommon mmemmmon mmmommmm mmoommon mmemmmon USE DET 0 U R PCMS2 mmmemmmm mmmommmm mmmmmmmm manalman ommummom mmommumm mammamma ommummom ammummum mmummomm mommmomm amummmmm I! Le I Lmm PCMS 5 mmmommmm mmmommon mmummmon mommmomm asummomm PCMS 3 mmmommmm mmoommon mmummmon mmmommon saammmmm WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) CONSTRUCTION NOTES: PCMS 4 FA] INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) TWO WEEKS PRIOR TO THE CLOSURE. INSTALL CONSTRUCTION SIGN AND POST, PCMS, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED DURING THE CLOSURE. [2] CLOSE EXIT RAMP PER CALTRANS STD PLAN T14(WITH ADDITIONAL LANE CLOSURE). LEGEND: DETOUR ROUTE C-7183-1 M4 -10(L) NOT TO SCALE PCMS Al A 3`SO M4 -10(R) 1 1 F01 p Rp malamumm mmmmmmmm mmmmmmmm mmummmmm mmmsmmmm mmmommmm PCMS 1 mommmons asummomm mmummmmm Nalummom mmommomm PCMS 5 mmmmmmmm mmmmammm mmmmmmmm mommmomm ammommom mamamumm mommommm mmmmmmmm mommomom ammummus asummomm ammummum mamommom ummommom mammomm mommmomm asummomm MMEMMMEN mmummmm mmmmmmm mammmmmm amommmmmommmumumumm mmmmuomm mammmmmm mmammmmm mmmmuomm mammamma momommom Eammamma !mamommon ommommom mammon MEMO: 0:0 mumumumm mmmmomom mmummmom WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) CONSTRUCTION NOTES: PCMS 4 FA] INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) TWO WEEKS PRIOR TO THE CLOSURE. INSTALL CONSTRUCTION SIGN AND POST, PCMS, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED DURING THE CLOSURE. F2 PROVIDE LANE CLOSURE PER CALTRANS STD PLAN T11 AND CLOSE EXIST RAMP PER CALTRANS STD PLAN T14 (ADDITIONAL LANE CLOSURE). LEGEND: DETOUR ROUTE C-7183-1 M4 -10(L) NOT TO SCALE FORD Rp BISON AVE M4 -10(R) EMEMMUMM ommmmmmmmmm mmmmomom mmmasummomm MMEMMMEN mmummomm ommmmmmmmmm mmoommmm mmmasummomm mmosmomm PCMS 1 mmommons ommmmmmmmmm mmmma mmmasummomm mmummmom mommmomm ommmmmmmmmm alummomm mmummmom mummmomm ommmmmmmmmm alummomm mmommmmm Immmmmmm ommmmmmmmmm smummmmm umaoouam PCMS 2 mummm ommmmmmmmmm smummomm ummoommm ommmmmvm smummomm ummoommm Nammam mmammmmm MENEENEE mmmmmmmm mammmmmm mmummmmm ummmmmmm mmmmmmmmimammmmmm Drnnc r Drnnc 0 prhAC q mommmomm mmammmmm mamamumm mammmmmm mmammmmm Eammuman MENEEMEN ommummmm Eammuman Lmamonon ummommom mammon immonno WORK PERIOD: SUNDAY NIGHT AT 9PM TO FRIDAY AT 6AM WORK HOURS: 9PM TO 6 AM (NIGHT TIME ONLY) PCMS 4 CONSTRUCTION NOTES: �A INSTALL PORTABLE CHANGEABLE MESSAGE SIGN (PCMS) TWO WEEKS PRIOR TO THE CLOSURE. INSTALL CONSTRUCTION SIGN AND POST, PCMS, BARRICADES, CONES OR FLASHING ARROW SIGN AS NOTED DURING THE CLOSURE. ❑2 PROVIDE LANE CLOSURE PER CALTRANS STD PLAN T11 AND CLOSE EXIST RAMP PER CALTRANS STD PLAN T14 (ADDITIONAL LANE CLOSURE). LEGEND: --Nmm-- DETOUR ROUTE C-7183-1 APPENDIX F: CONSTRUCTION PROJECT FUNDING IDENTIFICATION SIGN C48 (CA) Page 41 of 41 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION A 3.50" - 18" 52.50" T 52"--.�. 18" 2.50" 121 1.5011[21 20.75"�20'L--� 152" ! 26.5" 20.75" - 3.20" 1.30" 2.25" 1.20" Ti-- 23.75" ---1 �-- 17.45' 40.70" 13.7" -►f 26.45"-� 55.50" 33" 155.50" 6'41 38.5' 411 I �-13.88'L� [.-12.25L� 11.5+" 38.5" 64-- 4.73" '�4.73" 1.25" 2.15" 1.25" NOTES: 1. Provided dimensions are for the 144"x90" sign. For the 96"x60" sign, calcuate each dimension by 213 (0.667). For the 48"00" sign, calculate each dimension by 113 (0.333). 2. Use when the project involves Senate Bill 1 funds. C48 (CA) ENGLISH UNITS A B 144 90 96 60 48 30 COLORS: LEGEND - BLACK (ARIAL BOLD ITALIC) BACKGROUND - WHITE AND FLUORESCENT ORANGE SENATE BILL 1 LOGO - CMYK COORDINATES FOR SB1 LOGO ARE AS FOLLOWS: BROWN (C 80%, M 80%, Y 80%, K 20%), LIGHT CREAM (C 0%, M 2%, Y 7%, K 0%), BLUE (C 75%, M 23%, Y 1%, K 0%), GREEN (C 90%, M 20%, Y 80%, 0%), YELLOW GOLD (C 0%, M 38%, Y 85%, K 4%), RED (C 16%, M 84%, Y 65%, K 3%) BE WORK ZONE ALERT RIBBON: PANTONE #299 BLUE AND ORANGE (SEE VECTOR GRAPHICS FILES FOR SB1 LOGO AND BE WORK ZONE ALERT RIBBON) ALL COLORS TO BE RETROREFLECTIVE, EXCEPT FOR BLACK 1111119 6.875" YOUR TAX DOLLARS AT WORK 1 3" -1.25' 33„ 3" REBUILDING CALIFORNIA 40.75" 6 6.875" 717 B 49.75" 35" 57" 6" BE WORK ZONE ALERT 4 T 4.25" 4.25" 55.50" 33" 155.50" 6'41 38.5' 411 I �-13.88'L� [.-12.25L� 11.5+" 38.5" 64-- 4.73" '�4.73" 1.25" 2.15" 1.25" NOTES: 1. Provided dimensions are for the 144"x90" sign. For the 96"x60" sign, calcuate each dimension by 213 (0.667). For the 48"00" sign, calculate each dimension by 113 (0.333). 2. Use when the project involves Senate Bill 1 funds. C48 (CA) ENGLISH UNITS A B 144 90 96 60 48 30 COLORS: LEGEND - BLACK (ARIAL BOLD ITALIC) BACKGROUND - WHITE AND FLUORESCENT ORANGE SENATE BILL 1 LOGO - CMYK COORDINATES FOR SB1 LOGO ARE AS FOLLOWS: BROWN (C 80%, M 80%, Y 80%, K 20%), LIGHT CREAM (C 0%, M 2%, Y 7%, K 0%), BLUE (C 75%, M 23%, Y 1%, K 0%), GREEN (C 90%, M 20%, Y 80%, 0%), YELLOW GOLD (C 0%, M 38%, Y 85%, K 4%), RED (C 16%, M 84%, Y 65%, K 3%) BE WORK ZONE ALERT RIBBON: PANTONE #299 BLUE AND ORANGE (SEE VECTOR GRAPHICS FILES FOR SB1 LOGO AND BE WORK ZONE ALERT RIBBON) ALL COLORS TO BE RETROREFLECTIVE, EXCEPT FOR BLACK 1111119 GENERAL NOTES 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE e JOHN WAYNECONSTRUCTED IN ACCORDANCE WITH THE "STANDARD .SPECIFICATIONS FOR PUBLIC WORKS AIRPORT x � ��Wpo " CONSTRUCTION, 2015 EDITION, AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN Q .� THE CITY'S STANDARD SPECIAL PROVISIONS, OR W THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR �, ~Y SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN .THE FIELD H C� PRIOR TO BEGINNING CONSTRUCTION. U x 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN. GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 �!!{ 5• CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY C4L FINISHED PER CITY MONUMENTSTA D RDS. SEWERNAIL OTR UTILIT ESSTORM DRAINNSHALL> BE ADJUSTED. TO G ADEFRAMES AND COVERS�BY OTHERSGASDE IFOR INDICATED ON THE PLANS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH 'LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. DT 8• ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR PUBLIC WSHALL BE FURNISHED AND PERFORMED AS TI -TOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. MACARTHUR BLVD &UNIVERSITY DR CONSTRUCTION NOTES CONSTRUCTION NOTES:PAVEMENT REHABILITATION A� PROTECT IN PLACE (ITEM AS NOTED). PROJECTN 0. -18R23 Ol COLD MILL 3"EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 2O COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). O3 COLD MILL 9" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). APPROVED: � DATE: CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. DAVID AWE B, .E., PUBLIC WORKS DIRECTOR O CONSTRUCT 2" ARHM OVER 1.0" MIN. AC .LEVEL COURSE. NOT TO SCALE (z) CONSTRUCT 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE. APPROVED: 4-,t DATE: 1 - 3 0 - l q O CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE. TCHAEL . S) ACORI, P.E., ACTING DEPUTY PUBLIC WORKS Og CONSTRUCT 2" FIBER REINFORCED ARHM OVER 7" AC OVER 957* COMPACTED SUBGRADE. SYMBOL ABBREVIATIONS DIRECTOR/CITY ENGINEER {IN ADDITION TO GREENBOOK SECTION.1-3.2) 10 CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL' COURSE. oa PF ATF aasv n -0- POWER. POLE ARV AIR RELIEF VALVE IRWD IRVINE RANCH WATER DISTRICT ACP ASBESTOS CEMENT PIPE 0 SEWER CLEANOUT AC ASPHALT CONCRETE G SEWER MANHOLE ARHM ASPHALT RUBBER HOT MIX DOMESTICFRAME WATER MH BC ° BEGIN CURVE MJ STORM DRAIN MANHOLE BCR BEGIN CURB RETURN MINIMUM NATURAL GROUND I RW D FACILITIES -._----.---- -. BVC BEGIN VERTICAL CURVE - - -G - - - FIRE HYDRANT, BLK BLOCK SHT SHEET BLVD BOULDVARD WATER METER CATV CABLE TV STREET LIGHT PULL BOX ° . CI CAST IRON CENTERLINE TRAFFIC SIGNAL PULL -BOX' CNB CITY OF NEWPORT BEACH CL CLASS STREET LIGHT CLR - CLEAR C&G CURB AND GUTTER , 0 WATER -VALVE E EAST/ELECTRIC EC END CURVE - C GUY WIRE ECR END CURB RETURN A SURVEY MONUMENT EG EDGE OF GUTTER EP EDGE OF PAVEMENT a SIGN EVC END VERTICAL CURVE EXIST EXISTING VAULT VENT FLG FLANGE FE FLANGED END ° TREE FL FLOW LINE ® IRRIGATION CONTROL VALVE FM FORCE MAIN G GAS I 1171 CABLE N PULL BOX GV GATE VALVE GB GRADE BREAK ?i CORING LOCATION HPG HIGH PRESSURE GAS v --..-- --- - IP&T IRON PIPE AND TAG V ELECTRICAL MANHOLE IRWD IRVINE RANCH WATER DISTRICT m ELECTRICAL PULL BOX LT .MAX LEFT MAXIMUM OG BUILDING MWD MESA WATER DISTRICT PE PLAIN END DOMESTICFRAME WATER MH MANHOLE -- — EXISTING CONSTRUCTION MJ MECHANICAL JOINT — - PROPERTY UNE MIN NG MINIMUM NATURAL GROUND I RW D FACILITIES -._----.---- -. N NORTH • NEW CONSTRUCTION NTS NOT TO SCALE - A— - CENTERLINE NO NUMBER SCHEDULE OG ORIGINAL GROUND SEWER LINE PE PLAIN END DOMESTICFRAME WATER SCO PROP PROPOSED WATER LINE PB PULL BOX DAY NIGHT —SP— RCP REINFORCED CONCRETE PIPE - - -G - - - GAS LINE RET RETAINING SHT SHEET OT RIGHT • II FACILITIES QUANTITIES RIGHT OF WAY RECYCLED WATER T TELEPHONE LINE BOX AND COVER�SEWER SCHEDULE MANHOLE AND COVER EMERGENCY TELEPHONE NUMBERS —CATV— DOMESTICFRAME WATER SCO CLEANOUT BOX AND COVER E ELECTRICAL UNE R/W RIGHT OF WAY T TELEPHONE LINE SCH SCHEDULE SEWER EMERGENCY TELEPHONE NUMBERS —CATV— CABLEVISION LINE SCO CLEANOUT SMH SEWER MANHOLE DAY NIGHT —SP— SPRINKLER SYSTEM SDMH STORM DRAIN MANHOLE SOUTHERN CALIFORNIA GAS COMPANY (800) 624 -8153 -x -x -x- FENCE SHT SHEET SOUTHERN CALIFORNIA EDISON COMPANY (800) 611-1911 SL STREET LIGHTiann� zzo_��o� ji SAWCUT EXIST RAMP 4'X3'. FURNISH AND INSTALL NEW 4'X3' TRUNCATED DOME TILE, DARK GRAY IN COLOR, PER CNB DWG. NO. 181 AS SHOWN - ON SHEET 10. 12 REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. 14 ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE- BY OTHERS. 15 REMOVE EXISTING AND INSTALL NEW CITY WATER VALVE BOX AND COVER TO GRADE. 16 ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. 17 ADJUST TRAFFIC RATED TELEPHONE BOX AND COVER TO GRADE BY OTHERS. 18 PROTECT EXISTING ELECTRIC- VAULT MANHOLE FRAME AND COVER IN PLACE. CONTRACTOR SHALL ADJUST THE ADJACENT NEW AC PAVEMENT SURFACE TO BE FLUSH WITH ELECTRIC VAULT MANHOLE FRAME AND COVER. 19 ADJUST CITY SDMH FRAME AND COVER TO GRADE. 2® REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE. BOX AND COVER TO GRADE PER IRWD DWG W-22. a _ . 21 ADJUST IRWD SMH FRAME AND COVER TO GRADE PER IRWD DWG S-1. 22 REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD -180-L. 23 REMOVE AND REPLACE WITH NEW SURVEY MONUMENT BOX AND COVER TO GRADE. 24 REMOVE AND REPLACE 6" CF (OR VARIABLE) MEDIAN CURB (NOSE) (TYPE B) PER CNB DWG. NO. STD -182-L. NEW MEDIAN CURB CONSTRUCTION SHALL INCLUDE THE RECONSTRUCTION OF ADJACENT MEDIAN SIDEWALK FOR THE MEDIAN ' NOSE. 25 REMOVE AND REPLACE 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE I OVER 4" THICK CAB PER CNB DWG. STD -160 -L-A. NEVA PCC DRIVEWAY SHALL INCLUDE THE RECONSTRUCTION OF THE ADJACENT SIDEWALK. 26 REMOVE AND REPLACE 8" THICK PCC BUS PAD OVER 6" : THICK CMB PER SPPWC STD. PLAN 131-2. 27 REMOVE AND REPLACE 8 CF PCC CURB AND GUTTER (TYPE A--24" GUTTER WIDTH) PER CNB v DWG. NO. STD -182-L. 28 ADJUST MWD WATER MH FRAME AND COVER TO GRADE. 29 REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. v 30 REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX.AND COVER TO GRADE PER IRWD DWG W-22. r- 31 ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. rn 32 REMOVE AND RESET THE SPIKE AND WASHER SURVEY MONUMENT.. r BLOCKWALL SW SIDEWALK CITY OF NEWPORT BEACH UTILITIES DIVISION (949) 644-3011 (949) 644-3717 SCE SOUTHERN CALIFORNIA EDISON ORANGE COUNTY SANITATION DISTRICT 714 962-2411 LOCATION MAP SHEET INDEX .s SQ SQUARE STL STEEL TIME WARNER CABLE 714 542-6222 NOT TO SCALE SHEET N0. DESCRIPTION SHEET NO. DESCRIPTION ° T TELEPHONE 1 TITLE SHEET 10 DETAILS 1N WEST/WATER 2 TYPICAL SECTIONS 11 - 12 SIGNING AND STRIPING UNIVERSITY DRIVE W/ WITH 3 - 5 UNIVERSITY DRIVE IMPROVEMENTS 13 - 1*5 SIGNING AND STRIPING - MACARTHUR BLVD 6 - 9 MACARTHUR BLVD IMPROVEMENTS -183-1 co w REVIEWED: IRVINE RANCH WATER DISTRICT APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: PREPARED BY: U)SIS OFBEARINGS: OCs GPS GRID VALUES WERE USED FOR THIS PROJECT. GRID AZIMUTH APPROVAL OF DOMESTIC WATER, SEWER, AND RECYCLED WATER TITLE SHEET OF 65® 53 50"__WAS HELD BETWEEN OCS GPS POINTS 6188 AND 6211 AS THE BASIS OF BEARINGS. V.goFESS/ IRWD CODE 7342 o THE GRID VALUES WERE REDUCED TO GROUND VALUES BY APPLYING THE, MEAN COMBINATIONMACARTHURUNIVERSITY - � � � � Q-��� RSA `��� � _ • o -a GALL TOLL - FREE FACTOR OF POINTS 6188 AND 6211 (0.99996947) TO ALL THE VALUES, HOLDING OCS POINT 6211 o <�29' �' y, , ��� — PAVEMENT REHABILITATION AS THE POINT` OF ORIGIN. ALL POINTS WERE THEN ROTATED TO HOLD THE GRID AZIMUTH BASIS. RCE 38798 APPROVEQ BY. DA .1-.800-227-2600 � CIVIL WORKS MARIE MARSTON, RCE 38798 MI AH MARTIN ANDY IRAN, PE BENCHMARK ORANGE COUNTY PUBLIC WORKS, B.M. NO. 3FF-11-99. 3 3/4" OCS ALUMINUM E N s N E R s EXR. a3/3�/i9 CONSULTING ENGINEER'S NAME DEPUTY PUBLIC WORKS DIRECTOR SENIOR CIVIL ENGINEER BEFORE YO DIS DISK STAMPED "3FF-•11-99" LOCATED AT THE NORTHEAST CORNER OF A CB, i i _ SUPERMSED BY. DATE MUNICIPAL OPERATIONS 3151 Airway Avenue, Suite T 1 sLO DESIGNED. DRAWN. R-6081 _S AT UNIVERSITY DR. AND LA VIDA/BAYPOINTE STREETS. Costa Mesa, CA 92626 Tqr� clV��- o��� RC Ms CITY NE PORT EACH (714) 966-9060 of cp,0� : d _ DATEe DATE: 01 17 19 r CHECKED: DATE: PUBLIC WORKS DEPARTMENT SHEET 1 OF 15 ELEVATION 28.710' NAVD88, ADJUSTED 1999 MM 01 17 19 REVIEWED BY. DATE R/W R/W 72.5' 75.5' 8.5' 64' & VARIES 65.5' & VARIES 10' & VARIES 1 10' & VARIES 12' 72' & VARIES ! 48' & VARIES 12' IFr" - I 1.990 - 2.090 1.890 - , 'T� ..� S+ s, F-'4'"•,, v:t ...., (L b(-� A RAISED MEDIAN A C&G TYPICAL SECTION Z15 C&GrA 6 5 1 UNIVERSITY DR 32+22.34 TO 33+97.39 FACING EAST NOT TO SCALE 60.5' & VARIES 12' 44.5' & VARIES �L SIDEWALKAljj C&G A 2.4X - 3.4X 32' &1 VARIES FI-_ I -� JI I IL J L A R TYPICAL SECTION UNIVERSITY DR 27+91.47 TO 30+77.07 FACING EAST NOT TO SCALE 59.5' & VARIES 43.5' & VARIES 1.590 - 2.1 % 12' �F AIDEWALK A C&G R/W R/W 1248 & 123' & VARIES 66' & 61 & VARIES �I' 62' & VARIES r 1 I I 10 & VARIES 58 & 45 6' & 15' &VARIES & VARIES 44.5 & VARIES 10 6' 24' I 1.6X - 2.4X 1.9y- - 2.79' --77 v N, .fes.. ,.. e a���>;�.. �vr,r _ "� � `�*�,', _`', 4 Y-,3 ' F- 0 L �.. ,.. 0 0 0 C,w J 0000000©0000 I SIDEWALK A 000000000 CO A RAISED MEDIAN A SIDEWALK C&G A 1 5 6TYPICAL SECTION s 5 1 UNIVERSITY DR A C&G STA 20+78 TO STA 23+26 8 5 3 17+98.79 TO 23+54.23 FACING EAST NOT TO SCALE R/W R/W 116' & 114.5' & VARIES I I 10.5' & VARIES I _ I� SIDEWALK A C&G A CONSTRUCTION NOTES: 62.5' & 64.5' & VARIES 55' & 44' & VARIES 1.6X 2.3X s• VARIES 51.5' & 52' & VARIES 34' & 44' & VARIES A PROTECT IN PLACE (ITEM AS NOTED) 1 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 2 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 3 COLD MILL AND OR AB A 9 EXISTING AC PAVEMENT SECTION AC AS . ( � ) 5 CLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. g CONSTRUCT 2" ARHM OVER 1.0" MIN, AC LEVEL COURSE. 7 CONSTRUCT 2" FIBER REINFORCED ARHM OVER 1.0" MIN. AC LEVEL COURSE. g CONSTRUCT 2" ARHM OVER 7" AC OVER 95% COMPACTED SUBGRADE, g CONSTRUCT 2" -FIBER REINFORCED ARHM_ OVER 7" AC OVER 95X COMPACTED SUBGRADE. 10 CONSTRUCT 2" ARHM OVER 1.5" M/N. AC LEVEL COURSE I 10' & VARIES 12' 8.5' 1.4X-2.290 Fr- �i 000000 000000 A SIDEWALK 7 5 1 A C&G 3 5 9 STA 12+ 10 TO STA 16+59 LEGEND 2" FIBER REINFORCED ARHM FINISH COURSE 1.0" MIN. AC LEVEL COURSE 1.5" MIN. AC LEVEL COURSE o°oo°o ° 7" AC BASE COURSE° 0000 Ell ,-,_.,. ......., .t. ,2" ARHM FINISH COURSE C&G Rf W 8' R/W &5' -i 71 1 L- w R/W 112.5' & VARIES SIDEWALK A C&G A R/W 79' & 71 ' & VARIES 78.5' & 58.5 & VARIES 090 - 2.7X w 215110 91' & 79' & VARIES 83' & 70.5' & VARIES OX -- 1.7X 158' & 116' & VARIES I 79' & 44.5' & VARIES VARIES 61' & 82' & VARIES 1.59' 2,990 kI I TYPICAL SECTION MACARTHUR BLVD 144+42.23 TO 148+37 FACING NORTH A RAISED MEDIAN NOT TO SCALE (144+47.21 TO 147+12.99) 79, 72' 1.790 - 2.490 30' & VARIES 4.1 X - 7.2X or f TYPICAL SECTION MACARTHUR BLVD 142+45.35 TO 144+42.43 2 5 10 FACING NORTH NOT TO SCALE 162' & 186.5' & VARIES 68' & 88.5' & VARIES 93' & 98.5' & VARIES 4' & 6 & VARIES 70.5' & 62' & VARIES a _ 58' & 90.5' & VARIES 215110 14' & _KA RIES - 090 - 4.590 A RAISED MEDIAN MACARTHUR BLVD 132+00 TO 136+25 FACING NORTH NOT TO SCALE 161 ' & 186.5' & VARIES R/W f� 16.5 &VARIES � rr J� A SIDEWALK A C&G R/W 68' & 88.5' & VARIES 93' & 98' & VARIES 4' & 6' & VARIES 12' & VARIES 70.5' & 62' & VARIES 58.5' & 90.5' & VARIES 16.5' &VARIES 15'-40' (128+05.65 TO 132+00) I 17'-45' (136+25 To 137+75) 3.0X - 5.1 X 128+05.65 TO 132+00) OX - 3.9X (128+05-65 T 1-37+75) 0� � 1.4X - 3.2X � 136+25 TO 137 ._._. OX - 2.8X (136+2I I +75) - - k . s ry v A �, •-� .:s a 4. 1, yv.....`=�"4,. ,... L s, -71 ff- gI TYPICAL SECTION A RAISED MEDIAN A SIDEWALK A MACARTHUR BLVD r 128+05.65 TO 132+00 2 5 10 2 5 10 136+25 TO 137+75 A C&G C&G A FACING NORTH 2.0% - 4.290 (128+05.65 TO 132+00) NOT TO SCALE 0% - 4.4X (136+25 TO 137+75) R/W T R/W 197 & 173 & VARIES 78' & 67.5' & VARIES 119' & 101' & VARIES 8' & 16' &VARIES 15' & 17' & VARIES ( 11.5' &VARIES 90.5' & 58.5' &VARIES I 72.5' & 60' &VARIES OX 23.5' & 7.5' &VARIES SIDEWALK q 4.5X - - a 4.1%.�. 5.9X rT- SIDEWALK A C&G A TYPICAL SECTION A RAISED MEDIAN 2 5 10 MACARTHUR BLVD 2 5 10 117+75 TO 124+50 FACING NORTH A C&G NOT TO SCALE R W 197' & 173' & VARIES R IW 78' & 67.5' & VARIES 119'& 101'& VARIES 8' & 16' & VARIES 15' & 17' & VARIES i 11.5' & VARIES 90.5' & 58.5' & VARIES 72.5' & 60' & VARIES 26'-55' (112+75.28 TO 117+75) 12'-18' (124+50 TO 126+73.62) SIDEWALK q OX - 4.8X .(112+75.28 T126+73 62� 2.590 - 4.1X 112+75 OX - 3.6X (124+50 TO J-290 _ 4.590 .28 To 116+25) 25+00 Tp 126+7,3.62 ._ 777 777-7 7 (- vs i'-"�z�;,,s.'sa 1 5 w TYPICAL SECTION MACARTHUR BLVD A RAISED MEDIAN SIDEWALK A 112+75.28 TO 117+75 2 5 10 124+50 TO 126+73.62 4,2X - 6.4 (112+75.28 TO 117+75) C&G A 2 5 10 FACING NORTH 2.6X - 3.6X (124+50 TO 126+73.62) A C&G NOT TO SCALE C-7183-1 - I.I�,��1--1,-".�.---,��--l'.--- -11�---�--�,.,-,.-,---,-.----,-,-�---,�------,-----,��",--� ------ - --------- �-,-""--,--,----§--,---".-,--,---��,--,-,-,-----,-�---,- --- -;�- ----"----,--- ,-"-----,---�--,---"�--------,--,-,-------.---,-- ----,---,�,---""-------,----�------, . .... . -------- --�,----,--------�--,-----,------,.-"---�----��---- -,-.-.,-----�-.--,-,--,----------''-----------,----�-�,----,�"-,� "_____, -,-�-----���,-,��,--.----"-",— _______,__ ------- __.- --------- ___ ,---,---"""�-------,----"-,----,�,-�--�-,-,-,� ------ __,_ 1-11�ll,"--��,�.111-1--l""--,'I �l 11 � ---- _____,_,_,___ ___` _-__-______f ----"-,--- "-- - ------- ---.-, - ------- - , ------- � ! 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I i ' i ! � i " I � � "I I ; � i� ; i � N, i i " � ' ' � '� � j � 11 � � � : - I � I � � �' � 'I' i ". 0 11 i t � I I el, 1� I . i I i i i i i I i . I . . i I . . 20-�OO 21+00 22+00 23+00 24+00 25+00 26+00 27+00 j 28-�OO 29�00 1 r--.*ie%-r m AAj I EXIST SW AT&T IRWD- L.lnl'%L.#%j%0r%l L_ MEDIAN ICURB DATA. I =������� BEARING LENGTH ' - Q N49 -17"I 1�19E m! I i ! i� I 32"08'00" i - __ - � mm E 141mcii''m " 'J 1� I ; Z" � I S I " � � HANNFI FA5qFMFNT I I PREPARED BY: REVIEWED: I IRVINE RANCH WATER DISTRICT I APPROVAL OF DOMESTIC WATER, SEWER, AND RECYCLED WATER ,_,,-,�,�,,�,:��l,,,,�,W����,��,,,, '1�1 , I ESS/ IRWD CODE 7342 ' �" V, I I .01--% I I I "%'?"" _� --,�,�����,,���--�"�-,'�'-�,,�"-,--�,�,�'�,��""-,��""-",," '�r' ID -Y - / , "g" �_ - ",,_ � � "� <c" m- " , r- \,E, M A .' (') ' 6 ?OVED BY. _� 4-" 112-qlli p ,eg - ".- '� 0 �' A40t�� - �_ � - M_;�"Z"' . I."-" K" I'll"I" �' m - . -7 DAE , "I � 0 D B Y: ,4wL,j RCE 38798 rn F CIVIL WORKS X MARIE MARSTON, RCE 38798 1 1 ENGINEERS DESIGN ENGINEER'S NAME 3151 Airway Avenue, Suite T-1 I DESIGNED: DRAWN: SUPERVISED BY: DATE Costa Mesa, CA 92626 N lvl\- RC MS (714) 966-9060 0 CA�_\� I--- I CHECKED: mmi DATE: 01 /1 7/191 REVIEWED BY. __ I- DATE INO. I DATE IDESCRIP11ON OF REVISIONS I ' I � 4 � P, � I I � I It I I i 11 , � / EXIST SCE VAULT ' I � � � I � , I ' I I , I / I I i I ) /EXIST A � " RAISED _/ I MEDIAN I f I � f (9'9) 85'x 1 2 9 I BEARING LENGTH ' - Q N49 -17"I 1�19E . 394.08 9 j " 'J 1� I ; Z" � I S I " � � HANNFI FA5qFMFNT I I PREPARED BY: REVIEWED: I IRVINE RANCH WATER DISTRICT I APPROVAL OF DOMESTIC WATER, SEWER, AND RECYCLED WATER ,_,,-,�,�,,�,:��l,,,,�,W����,��,,,, '1�1 , I ESS/ IRWD CODE 7342 ' �" V, I I .01--% I I I "%'?"" _� --,�,�����,,���--�"�-,'�'-�,,�"-,--�,�,�'�,��""-,��""-",," '�r' ID -Y - / , "g" �_ - ",,_ � � "� <c" m- " , r- \,E, M A .' (') ' 6 ?OVED BY. _� 4-" 112-qlli p ,eg - ".- '� 0 �' A40t�� - �_ � - M_;�"Z"' . I."-" K" I'll"I" �' m - . -7 DAE , "I � 0 D B Y: ,4wL,j RCE 38798 rn F CIVIL WORKS X MARIE MARSTON, RCE 38798 1 1 ENGINEERS DESIGN ENGINEER'S NAME 3151 Airway Avenue, Suite T-1 I DESIGNED: DRAWN: SUPERVISED BY: DATE Costa Mesa, CA 92626 N lvl\- RC MS (714) 966-9060 0 CA�_\� I--- I CHECKED: mmi DATE: 01 /1 7/191 REVIEWED BY. __ I- DATE INO. I DATE IDESCRIP11ON OF REVISIONS I ' I � 4 � P, � I I � I It I I i 11 , � / EXIST SCE VAULT ' I � � � I � , I ' I I , I / I I i I ) /EXIST A � " RAISED _/ I MEDIAN I f I � f (9'9) 85'x 1 2 9 I F- 30� SCALE: HORIZ.: 1 "=40' VERT.: 1 "=8' 1 1 I x0a 0 I 01 u I , '� ] 1; I + _i' 2" ARHM OVER 1. O" MIN. AC LEVEL COURSE � I 1�_'� 11111�_�_, �,= 2 " ARHM OVER 7"" AC BASE COURSE L.. -*� "---I .... t.'.:..�.. ..';".. " ...'_ ...,:.. . -.1--.11 �-.'�'.. -�:�: : 1 PCC SIDEWALKIBUS PADIDRIVEWAY .. , �.- : �-' r.... t.:;,.. .1 I..- . . . �.'�'.. "...-. I I I I I I I I 0 .1 I IPATRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER DATE 01L17/19 - APPROVED I � 2 80 OJO 4 � = _jO I mlmmll_lmm_" SCALE: 1 "=40' C-7183-1 I STREET IMPROVEMENTS UNIVERSITY DRIVE IMPROVEMENTS FROM STA. 19+75 TO 29+75 � I CITY OF NEWPORT BEACH R-6081 -S PUBLIC WORKS DEPARTMENT I I CONSTRUCTION NOTES: R� I E (D COLD MILL 3 n EXISTING AC PAVEMENT SECTION (AC ANDIOR AB AS EXISTS). 0 COLD MILL gn EXISTING AC PAVEMENT SECTION (AC ANDIOR AB AS EXISTS). - F301 5 CLEAN AND FILL CRACKS WIDER THAN 114n WITH ASPHALT BINDER. 6 CONSTRUCT 2 n ARHM OVER ,.on MIN. AC LEVEL COURSE. 1% (�) CONSTRUCT 2" ARHM OVER 7 n AC OVER 95X COMPACTED SUBGRADE. (@ REMOVE AND REPLACE PCC CURB RAMP PER CN8 DING. NO. 181 AS SHOWN 40 ON SHEET 1 0, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE., ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE Lf) SHALL BE DARK GRAY. �_ a ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. W Ill mr F3-0] (D ADJUST TRAFFIC RATED TELEPHONE BOX AND COVER TO GRADE BY OTHERS. 11111111110 ..... � ...... 1� U) 'I�� �'!)l I ll�l ADJUST CITY SDMH FRAME AND COVER TO GRADE. III 20 9 1 REMOVE EXISTING AND INSTALL NEW IRWD RECYCLED WATER VALVE BOX AND Ill IRWD DWG W-22. U) - (B ADJUST IRIND SMH FRAME AND COVER TO GRADE PER WIND DING S- 1. LO 4 O� F I I rl" @ REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" PCC + O. STD- 180-L. N @ REMOVE AND REPLACE 6" THICK PCC COMMERCIAL DRIVEWAY APPROACH TYPE < I OVER 4" THICK CAB PER CNB DING. STD- 160 -L-A. NEW PCC DRIVEWAY �_ SHALL INCLUDE THE RECONSTRUCTION OF THE ADJACENT SIDEWALK. U) [��] ....... III �1111''�'�'i'�� ��''�11:11,111 �"�) REMOVE AND REPLACE 8" CF PCC CURB AND GUTTER (TYPE A - 24" z GUTTER WIDTH) PER CNB DWG. NO. STD -182-L. .j (B ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. 2: 0 - �- Rol < 2 F- 30� SCALE: HORIZ.: 1 "=40' VERT.: 1 "=8' 1 1 I x0a 0 I 01 u I , '� ] 1; I + _i' 2" ARHM OVER 1. O" MIN. AC LEVEL COURSE � I 1�_'� 11111�_�_, �,= 2 " ARHM OVER 7"" AC BASE COURSE L.. -*� "---I .... t.'.:..�.. ..';".. " ...'_ ...,:.. . -.1--.11 �-.'�'.. -�:�: : 1 PCC SIDEWALKIBUS PADIDRIVEWAY .. , �.- : �-' r.... t.:;,.. .1 I..- . . . �.'�'.. "...-. I I I I I I I I 0 .1 I IPATRICIA S. KHARAZMI, PE ASSISTANT CIVIL ENGINEER DATE 01L17/19 - APPROVED I � 2 80 OJO 4 � = _jO I mlmmll_lmm_" SCALE: 1 "=40' C-7183-1 I STREET IMPROVEMENTS UNIVERSITY DRIVE IMPROVEMENTS FROM STA. 19+75 TO 29+75 � I CITY OF NEWPORT BEACH R-6081 -S PUBLIC WORKS DEPARTMENT I u im 30 FE73 30+00 31+00 32+00 33+00 �0000 CASE B PROJECT LIMITS VD UNIVERSITY DRIVE SOUTHERN CALIFORNIA / GAS COMPANY No FE -31 697 SCALE: HORIZ.: 1 "=40' 20 VERT.: 1 "=8' 34+00 EXIST RAISED MEDIAN U I Y OF NLWIJUN I t LA(;H AND CITY OF IRVINE CONSTRUCTION NOTES: ❑A PROTECT IN PLACE (ITEM AS NOTED) O1 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 5 CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 6 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 12 REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. 16 ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. 19 ADJUST CITY SDMH FRAME AND COVER TO GRADE. 22 REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DWG. NO. STD -180-L. 31 ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. LEGEND 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE PCC SIDEWALK/BUS PAD/DRIVEWAY Q 2,0 4v0 810 SCALE: 1 "=40' C-718311 I E- W W F3-0] � LLI W Fo + N Q H U) Zw Z J FU 20 30 FE73 30+00 31+00 32+00 33+00 �0000 CASE B PROJECT LIMITS VD UNIVERSITY DRIVE SOUTHERN CALIFORNIA / GAS COMPANY No FE -31 697 SCALE: HORIZ.: 1 "=40' 20 VERT.: 1 "=8' 34+00 EXIST RAISED MEDIAN U I Y OF NLWIJUN I t LA(;H AND CITY OF IRVINE CONSTRUCTION NOTES: ❑A PROTECT IN PLACE (ITEM AS NOTED) O1 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 5 CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 6 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 12 REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. 16 ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. 19 ADJUST CITY SDMH FRAME AND COVER TO GRADE. 22 REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DWG. NO. STD -180-L. 31 ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. LEGEND 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE PCC SIDEWALK/BUS PAD/DRIVEWAY Q 2,0 4v0 810 SCALE: 1 "=40' C-718311 I CASE B PROJECT LIMITS VD UNIVERSITY DRIVE SOUTHERN CALIFORNIA / GAS COMPANY No FE -31 697 SCALE: HORIZ.: 1 "=40' 20 VERT.: 1 "=8' 34+00 EXIST RAISED MEDIAN U I Y OF NLWIJUN I t LA(;H AND CITY OF IRVINE CONSTRUCTION NOTES: ❑A PROTECT IN PLACE (ITEM AS NOTED) O1 COLD MILL 3" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 5 CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 6 CONSTRUCT 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE. 12 REMOVE AND REPLACE PCC CURB RAMP PER CNB DWG. NO. 181 AS SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. 16 ADJUST GAS VALVE BOX AND COVER TO GRADE BY OTHERS. 19 ADJUST CITY SDMH FRAME AND COVER TO GRADE. 22 REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" PCC SIDEWALK PER CNB DWG. NO. STD -180-L. 31 ADJUST TRAFFIC SIGNAL PULL BOX AND COVER TO GRADE. LEGEND 2" ARHM OVER 1.0" MIN. AC LEVEL COURSE PCC SIDEWALK/BUS PAD/DRIVEWAY Q 2,0 4v0 810 SCALE: 1 "=40' C-718311 I 200 220 CONSTRUCTION NOTES: A PROTECT IN PLACE (ITEM AS NOTED) 2 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). 5 CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 10 CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. 14 ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. 19 ADJUST CITY SDMH FRAME AND COVER TO GRADE. REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD -180—L. W REMOVE AND REPLACE 8" CF PCC CURB AND GUTTER (TYPE A-24" W 27 GUTTER WIDTH) PER CNB DWG. NO. STD -182—L. W W N r N 190 Q F— W e Z U Q 190 190 SCALE: HORIZ.: 1"=40' VERT.: 1"=8' { } ® 4,X5, 4,X5, [y `` 4:k PROJECT LIMITS EXIST R/W \ PAVEMENT REHABILITATION EXIST EG 22 22 ® LIMITS FROM PREVIOUS 26 X12 15X12 4'X12' LL g \ 4'X5' 24'X 12' 20'X 12' e.q,,_.. 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F. ...,..,.,a. ........a..r._....F.�xr. 11 » ,...,--` `t< : . 7 , »•--^'"f«. r ,.. 7� s .z £�f 90, 17 n TRAFFIC ^ {00 "w 1Ai�t� '. m x, CIV�LOOPS f ,t. , PAVEMENT REHABILITATION LIMITS FROM PREVIOUS LIMITSIL T _ .A 111+ PROJECT _XIST a RAMP e>✓ ,v to Uj « 1 J' r� > r- r , ,<✓ ,,. -` ..6 ...« .,...,., .-rte •,� x ,. MACARTHUR BLVD22 22 10 X5 X6 EXIST EG 22 ` EXIST EXIST R/Wo'X5' 14 (2} A SW {i O I`frr A EXIST PROJECT LIMITS RAMP PAVEMENT REHABILITATION a LIMITS FROM PREVIOUS E E t PROJECT £. f • Lt Z £1 1r i �r �Ft W LEGEND n 2ff &: ARHM OVER 1.5" MIN. AC LEVEL COURSE ' ` • .• `` PCC SIDEWALK BUSPAD DRIVEWAY it ,CURB DATA LINE DATA BEARING LENGTH N11 -5f !f f 4 40 W 600.34 A 4 240 4o 80 SCALE: 1 ”=40' C-7183-1 i PREPARED BY: REVIEWED: R L T B � f ff -. 20 02 35 f 2000 699.63f f 353.43 LINE DATA BEARING LENGTH N11 -5f !f f 4 40 W 600.34 A 4 240 4o 80 SCALE: 1 ”=40' C-7183-1 i PREPARED BY: REVIEWED: REVIEWED: STREET IMPROVEMENTS PRpFESS/ MACARTHUR BLVD IMPROVEMENTS IF CIVIL WORKS � � RCE 38798 2 T FROM STA, 111+87 TO STA. 121+25 MARIE MARSTON, RCE 38798 PATRICS. KHARAZMI, PE E N G I N E E R S DESIGN ENGINEER'S NAME ASSISTAA NT CIVIL ENGINEER CITY OF NEWPORT BEACH R-6081 -S * Exp 03/31/19 # 3151 Airway Avenue, Suite T -1s DESIGNED: DRAWN: Costa Mesa, CA 92626 T C ► V 11- P 9TF RC MS DATE 01/17/19 (714) 966-9060 of CA1-\Fp�� CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 6 OF 1 MM 01L17/19 (D F_ W �r U) W W cl) I Lo CN + T� CN qv� < F_ cr,� U. z � "r C414 F_ < 2 (O V__ Lu - ��. � � I � � � � � � .1 i �' i � � � � � � ; I ��' 1, I I � " i � � i i I � � . i �i � I __ _,_,____,_,_ I �_____-, ___ lll_____l._,__,___ ____ - , , ,----.��.--,�---,--,—��--�----.-�lI I,--,------- ---.-----------"�,--,----,-,-,-----",------ --- ---i- --------------- ,----I 1-1--,---�--,---,�---,--------�,� I-,—,,----- 11 I ___-____.____________4__ ______ ----__--_- _______,___ z r � I � � ! ____ _l______l__ll'- ----------I------,- i t- ________l_______l_l______l _____-___ —,-,-, " __,_____,i,,_______ _ __ , � . i ! ! 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N VOW 49:4 --- Ir— � (1) - ul z , .-j T.- () 12- 2 1 O'X5' 1 O'X5' -9.. � -0 20'X 1 2' PROJECT LIMITS/ EXIST X -WALK LINE rAcZF R CASE B 7'X 1 2' 47'X 1 2' \�_� � , AT&T PROTECT IN PLACE (ITEM AS NOTED) . I I COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC ANDIOR AB AS I - 0 EXISTS). I I I I 0 CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. a10 CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. 12 REMOVE AND REPLACE PCC CURB RAMP PER CNB DING. NO. 181 AS � SHOWN ON SHEET 10, CASE PER PLAN. NEW CURB RAMP .SHALL I I INCLUDE WET SET 4'X3' TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. 14 ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. . 19 8 ADJUST CITY SDMH FRAME AND COVER TO GRADE. 00 @ REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK . �_ PCC SIDEWALK PER CNB DING. NO. STD -180-L. W � W 2: U) I Lli . Ill W . I I LO I I,,,--- . . + I lr� co T� I < F— U) I W . z .j m I I () I F— < I I 5 � 00 F_ Ill W mr U) W W W I U") rl*-- + lr� (y) T� < F_ U) W z .j �r () F_ 4< r> SCALE: HORIZ.: 1 "=40' VERT.: 1 "=8' . I I r� 100%, r� & a rWI& I V V V] 2" ARHM OVER 1. 5" MIN. AC LEVEL COURSE I �- 4'r� 1 .. , :! ;. . - ��` .;. .. , 17 .:, 4 -� �_ . - . .:.. .". . � , ,�.!. t. ... % PCC ALKIBUS PADIDRIVEWAY . , .; � - SIDEW , , .L - .., .,. 1. . . .�' . . '. 1.�.'.-,.-.� .. . .. 1'r-,-, � � ,.] L I I I . CURB DATA, L A R L T 1 REVIEWED: I 09*46'55" 2000' 341.46' 171.14' L C 0 I m �l REVIEWED: I .X () LINE DATA, Z I - j . 4w� 1 I ew-,�� P*lr E BEARING LENGTH 1 0- C*4 0 I I NO8* 1 6'54"E 1 731.41' L .. to I I 0) - I V_ NI -1 1-151– I 111 .1 1, , I cl) 0 0 I �� L �l -I- �i (O V_ N. -I . V_ 0 I - . m 3: . ompow 10 1 4 wwp__���� V_ 0 (N I 4-i :3 1 1 0>1 � 2JO 110 810 0 I . _ . L I 9 .;-.a SCALE: 1 "=40 C-7183-1 ;;� co _W 10 ., 1 1 V I UMO It ,%� ,%Now I ,%Norl � -_ - PREPARED BY: REVIEWED: I I I I I 1 1 REVIEWED: I STREET IMPROVEMENTS ___-_�W, " . ,, ?,() F E S S / ', - 1 �, F ll"V�'Q '�!,��%,� N , ,_ " �,_ " 10 -l-' I - ,�,�_k_ ? I ,�, M A _,'.,,�a'_,,l_,_ I "?,S� , ,-,, OR 11 \ I It-, " '1<01 - I I - j . 4w� 1 I ew-,�� P*lr MACARTHUR BLVD IMPROVEMENTS - I 1-151– I 111 .1 1, , I cl) 0 0 I �� L �l -I- �i ,,,Ili jjjl[jpll����. A40Z��. / 1 1 1 - _____ - MARIE MARSTON, RCE 38798 PATRICIA S. K L � I 111"', LU I 11, _ LL � LL I Qf X I CIVIL WORKS 0 I FROM STA. 121+25 TO STA. 131+75 I 11" L E N G I N E E R S * Exp. 03/31/19 * DESIGN ENGINEER'S NAME ASSISTANT CIVIL ENGINEER � L DESIGNED: DRAWN: 3151 Airway Avenue, Suite T-1 1 I I CITY OF NEWPORT BEACH R-6081 -lS Costa Mesa, CA 92626 cjVj\, \ '1?�,. 'R\ RC L MS JDATE: I I DATE 01/17/19 0 (714) 966-9060 441 OF apm_\� I CHECKED: NO. DATE DESCRIP11ON OFREVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 7 OF15� I I I MM r/l 9 01/17/1-9 . - I I I 0 . - 0 .r - (n ,-*, 0 0 = %6- ,a 0 I--, r*_ 17 LO q V_ %_ to 11-1 0 10—m-1 F— E 570 W 1, 17 U) W W U) I LO LL z Ic/) ILL_ - - ---- IILL_ c/) 0 ILO UL + I0 0) C14 + 0 r.-. LL_ LO + 0j 0) U_ 0 LO — ------ + Ui U_ + 0 M PO U_ LO LO M I— ------------ r C) U_ LO U_ 0) 61 00 I00 LL_ 0 ILL. IW IV) 04 010) cf) IN to to 04 CA LO V) + cn U_ I- ------ LO rl LO 00 U) V) U_ --- ------- 11 ---------- + -- - -------- - U) 0 pe) V_ + 0 00 LL_ +1r* LO to 00 --- - ------- to U_ U_ + +1 �cn II V) ------ V7 (n V) IV) 0) EXIST WILY EG (Ty LO to V_ LL_ P) ............ + Ui V) LO C)'�, U) 0) I0 to U_ U-) ! r--. cq (n LO 00 U) cc ------ PO + 0 14- U_ LO U_ I(n 0 L6 I0 U); 0 U_ U) O'� C) U) 0 0) ....... 0 PO U_ I V_ V) IK) V_ co.,n LO %_01 + U_ V7 U_ 00 to 011(0 _oo' U_ O(O .4- c s V) + 0 (n Uj 0 PO V_ 0 LO toi U_ EXIST W'I_Y EG (Typ LO to 0< 4- 0z LO W I I LO I6 + (n ILO "t 'r V_ --------- - U_ 0 in 0; (0 to (O LL. te) v_ + U-) 0 ...... C14 L0 V_ (n + U_ (n 0 N ICROO U_ 0 p (n IV) 00 LO N U_ 0 LO PO 0 I-0,0 U_ I00 n + (n (n 0 N 0 n m 010 "LY EG U_ + 0i 0 EXIST E -- ---- (Typ ILO Lo PO + U_ 0 (n 0 0 i 0 V) LO V to 0 LO ------- . ..... LO LL_ Ie), 00 U") 0) n PO 0 PO 0 L 00 U) U_ P.- PO n 0) 00 PO + 0 04 __00r LL_ U) + I0 to V_ + Ui (n IT 0 V_ II- - ----- ...... r- 04 + 14i T' 0 r-_ `LY EG (Typ) ------ 0 EXIST IIIr- %-ol CD I----------- -------- ------ - ------ II.140+00 141+00 142+00 134+00 135+00 136+00 137+00 138+00 139+00 132+00 133+00 PROJFCT LIMITS—, CONSTRUCTION NOTES: PROTECT IN PLACE (ITEM AS NOTED) COLD MILL 3.5 EXISTING AC PAVEMENT SECTION (AC ANDIOR AB AS EXISTS). CLEAN ANDnLL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 10 CONSTRUCT 2"' ARHM OVER 1.5" MIN. AC LEVEL COURSE. 12 REMOVE AND REPLACE PCC CURB RAMP PER CNB DING. NO. 181 AS SHOWN ON SHEET 1 0, CASE PER PLAN. NEW CURB RAMP SHALL INCLUDE WET SET 4`X3 TRUNCATED DOME TILE, ADJACENT SIDEWALK AND CURB & GUTTER IN FRONT OF THE NEW RAMP. COLOR OF THE NEW TRUNCATED DOME TILE SHALL BE DARK GRAY. ADJUST TELEPHONE MANHOLE FRAME AND COVER TO GRADE BY OTHERS. or PROTECT EXISTING ELECTRIC VAULT MANHOLE FRAME AND COVER IN PLACE. CONTRACTOR SHALL ADJUST THE ADJACENT NEW AC PAVEMENT SURFACE TO BE FLUSH WITH ELECTRIC VAULT MANHOLE FRAME AND COVER. ADJUST CITY SDMH FRAME AND COVER TO GRADE. REMOVE EXISTING CONCRETE IMPROVEMENTS AND CONSTRUCT 4" THICK PCC SIDEWALK PER CNB DWG. NO. STD -180—L. REMOVE AND REPLACE 6" CF (OR VARIABLE) MEDIAN CURB (NOSE) (TYPE 8) PER CNB DING. NO. STD -182—L. @ REMOVE AND REPLACE 8" CF PCC CURB AND GUTTER (TYPE A-24" GUTTER WIDTH) PER CNB DWG. NO. STD -182—L REMOVE AND RESET THE SPIKE AND WASHER SURVEY MONUMENT. L) SCALE: 1120 HORIZ.: 1 "=40' VERT.: 1 "=8' 6 CASE C 12 EXIST EXIST A EXIST RW j ISW A RAISED CASE B 2 5 10 MEDIAN 2 5 10 EXIST EG 2 5 10 V IV 14'xl2' 99 19 EXIST 24 V 27 A EXIST RW RAISED V 2 5 10 28'x 1 2' EXIST EG MEDIAN 22 V 22 V EXIST 4'Xl2* V A RAISED 7Xl 2' V 19 MEDIAN EXIST 22 CASE V IA SW 22 V ----------- I I7 IV V V V 0 iv V V V n -A cE A V LO V V 'CAS V + 00 V IV 00 Ld 00 IV V V V V V V V V ul V V 42+ O Ul 77 141+ 0 + I X V V + U V 1 4u+uu 7+100, v -vi 3 V V V 136 00 V 135+00 U V V V V V V V cl, . ..... . Uj V V V V V IV -2� 7 CASV V V V V V V V, V IV V . ......... V V 18 V V V V IIV I/ V V V -7PROJEtT LIQ ITS V V V V V V V V �? N�� "I'll- �7� V U) V V V IV V 100, V V IIV Ib (O V (O V V V , IJ'L 2 22 6'x 1 V V . ........ . 22 :�O x 12 CASE B 20'x5' V MACARTHUR BLVD CASE A (2) 14 EXIST EG EXIST �V' SW AT&T 260 SF EXIST EG I5 EXIST R/W CASE C 12 0 EXIST EXIST R/W SW EXIST RAISED IMEDIAN oul IE ON V PROJECT LIMITS CD LEGEND. 2 ARHM OVER 1.5s MIN. AC LEVEL COURSE PCc SIDEWALKIBUS PADIDRIVEWAY LINE DATA, BEARING LENGTH N 1 8*03'50"E 1071.66 2 040 80 �O SCALE: 1 "=40' E 0 LO V_ N1.1 0 04 0>1 cn C-7183-1LO PREPARED BY: & R L T 09-4655 2000' 1 341.46' 171.14' LINE DATA, BEARING LENGTH N 1 8*03'50"E 1071.66 2 040 80 �O SCALE: 1 "=40' E 0 LO V_ N1.1 0 04 0>1 cn C-7183-1LO PREPARED BY: REVIEWED: REVIEWED: STREET IMPROVEMENTS v?,OFESS/ M A MACARTHUR BLVD IMPROVEMENTS 0,- PATRICIA S. KHARAZMI, PE CIVIL WORKS RCE 38798 FROM STA. 131+75 TO STA. 142+25 & SR -73 RAMP MARIE MARSTON, RCE 38798 ENGINEERS Exp. 03/31/19 DESIGN ENGINEER'S NAME ASSISTANT CIVIL ENGINEER 3151 Airway Avenue, Suite T-1 DESIGNED: DRAWN: DATE 01 /1 7Z1 9 CITY OF NEWPORT BEACH R-6081 -S Costa Mesa, CA 92626 lvl\- RC MS (714) 966-9060 CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 8 OF15 01/17 19 110 CONSTRUCTION NOTES: ❑A PROTECT IN PLACE (ITEM AS NOTED) O2 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). OCLEAN AND FILL CRACKS WIDER THAN 1/4" WITH ASPHALT BINDER. 10 CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE 28 ADJUST MWD WATER MH FRAME AND COVER TO GRADE. 29 REMOVE EXISTING AND .INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. 30 REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX AND COVER TO GRADE. Fq-0 FMZ 90 SCALE: HORIZ.: 1 "=40' VERT.: 1"=8' 143+00 144+00 145+00 146+00 147+00 -i 40+UU -y-rvv EXIST EXIST EXIST A DRAINAGE 2 5 10 A DRAINAGE EXIST R W A RAISED INLET INLET EXIST 00 / MEDIAN EXIST EG A CONCRETE �-- BARRIER 28 EXIST EP w : } _ _. EXIST - .,...._ -. r>..., ✓ , i 1 r K, f t DRAINAGE a „ . ,r .c � ..,., U � � � Y� - 'NT CONCRETE .. � INLET t, EXIST M , W a ., > .r'`` ,�` x>n.,„ i . i ET r nrq y> � ,dl y...,<-,,,., ✓ 5 ? W BARRIER NS F , r n? C AL ,� i ..,.,-..... Yi ~ _ t e 1 z~. M s _I � '; t d , ,,. � , - • ..,< "tla art 3 x , ,,..„ .. , F ...,, _ . ,r �_ d- ., , ;`-- ��w_..�. .a _m � :; ,.,,. EXIST ALTRANS R W lit ,... < � goo ,, ,� .�. EX S C / 3 « „ s A sf i Y ? n = x ,..z..<.s..<, t+.YSY 1. L 0)��,<.x x d w. F xt n . ,.. _... t , d f' ,.. .t' - s' 4 �i' - ! S - l," 'v*,y x (^, _ fy'' f '.... a... ; I c .., x r .ex .. 2 g.,. 3 f �,1 ,> w t x Luro 2 5 10 i, : n s , x ,y , .» ....-.-,. f: . „ �,.-..,. ` s .-..w.., „� n `. .:,. h r \.xt `4 `F .a ,.. 1 „_ < x w: 4 ,. t � 45 .r � ��� ry �,, F " .f ,.. r t, r,. y fia 14.4 r� r r \ t s. .+ a 7 + p 4y ,� ,. f a r� x, 14 e' N , ^ '�' is a ,s a i ✓ f., _ , , ,^ s c r,' V -v r , 3 , d` I £ F a. i I € 1 Z :t rf un v r «" E „ 4 h + tt ,> .. � tom. , .' ;d 4 , �ti tt s x .,-_.,t... tis' ,...,... „ x ..>... �> >�` � > ,. `� � d - t� ? ,:.,..,. t i -+..., S i ' .•=a'' .. r' 1 S v, ' — I ;d A � ✓ 3. L �"� f 3 a n.._ _., i' =x s :g r � < a , w } [ F z t tr`>� ;n. i e �> n a 1 " d _ z �\. - „ V s 5 ., a t f. L, ., a fi r , .",. E-' S f *-,.,.v A 5 f .,,:,-.,... 1 _, .. „-,.z.. ✓ 1 I .zf , , � rc ..E' .-..: it ': r ' i...„, � ! , v �e t s��-� < fi s v f 0 e, ,.r _. ,a_ < > •' - < + s ,r z .„.,,,._..,-. k' • - ...:.. t : ;: f �,.,,.�.-> a.. l” a ,✓ ='++s 'i Y a , .r i z } e , . �...;n a V i c. h�•,. ` �. �,. 4 • ,• e < S na :d a a„ _ - y P 4 v*u„ ...,...,,.h.. � - +• ? . S ~w... n \ ✓ ,, f u+ ” r t?➢ , ; y".. r - s t „ 4 f . e �"` k } f1 y . 4 x .. ,,. 1 t .•.,, , .,,ne,.,t., : > .r,.nw- « x. ._ , d , s w u ry n -.,.w. _ . z ,..:.e tit 4? , .. ,5 ,1 < t .,•,w,v _. :; 'd...w>.,,.:x t �'^-„<,..._,. �. m i 1 4 t - s s 4 .„,,, %.r # p. i^.<,,.,-.,.>. : ` v t l'” ? ,...,.,..,... w n- } J b '? 1 _ :,-f > a r u.. t . 4 +c f' t3 k vK rt c a 3, t' - t 4 ;-..,... ,. it ': i °x , ,` S'' i a e q r 1 t r T as cb .^ sk F Ix :;w s } r .P t > _ �,.v,ny� a Y� F 1 _ ice,.,_,,. a. J ,f [ a a,< - 3� E i < s 2 t itt i, X J s ix� MWD .. . , ,> .�. .,r » '+t i h V s. DOMESTIC EXIST , x ..H a CALTFAN S „ , WATER >�° n W30 R/ Y _ w , EXIST EG ` EXIST w� v. C MA A �. t1RT13LVD y GUARDRAIL EXIST ry f£ti HUR GUARDRAIL A EXIST µ, EXIST R/W NS �. Y . 10 r :3 EXIST EP { CALTRAxU EXIST BRIDGE BARRIER SR -73 SB OFF RAMP EXIST BRIDGE BARRIER PROJECT EDGE OF BRIDGE STA 151+44 MACARrHv BLVD IST CALTRANS R/W 10 EXIS H 17 4 r. CRASH A R/W .n30 EXIST BRIDGE BARRIER CUSHION w EXIST PROJECT LI M ITS ` DRAINAGE IRWD PAVEMENT REHABILITATION LIMITS FROM INLET EXIST BRbG-,E,,, DOMESTIC PREVIOUS PROJECT,.. S A ' y ...x „ _, WATER STA 148+37 N. m .. ¢ 3Olv%il�l LEGEND ]S, 2 ARHM OVER 9.5 MIN. AC LEVEL COURSE ri ipR nATA LINE DATA BEARING LENGTH G N32'17'32"E 102.63' Q 2J0 40 810 SCALE: 1 "=40' C-7183-1 PREPARED BY: O R L T F 14 1342” 2000 496.66 249.62' LINE DATA BEARING LENGTH G N32'17'32"E 102.63' Q 2J0 40 810 SCALE: 1 "=40' C-7183-1 PREPARED BY: REVIEWED: REVIEWED: STREET IMPROVEMENTS PROFESS/ MARS`F2 MACARTHUR BLVD I { Y z PF IL dRKs RCE 3s798 Aot� FROM STA. 142+25 TO STA. 151+44 & SR -73 RAMP MARIE MARSTON, RCE 38798 PATRICIA S. KHARAZMI, PECIV ENGINEERS * Exp. 03/31/19 # DESIGN ENGINEERS NAME ASSISTANT CIVIL ENGINEER DESIGNED: DRAWN: 3151 Airway Avenue, Suite T-1 p CITY O F NEWPORT BEACH H R-6081 -S Costa Mesa, CA 92626 sT� c, v, �,� TF RC Ms DATE 01/17/19 CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED (714) 966-9060 OF cap \F PUBLIC WORKS DEPARTMENT SHEET 9 OF 15 MM 01/17/19 I I „o 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 CONSTRUCTION NOTES: aA PROTECT IN PLACE (ITEM AS NOTED) O2 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 10 CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. 28 ADJUST MIND WATER MH FRAME AND COVER TO GRADE. 29 REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. 30 REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. DJ 0 LU 970 SCALE: HORIZ.: 1 "=40' VERT.: 1 "=8' EXIST EXIST EXIST A DRAINAGE 2 5 10 A DRAINAGE 00 EXIST R/W A RAISED INLET INLET EXIST EXIST EG MEDIAN A CONCRETE BARRIER L1.1EXIST EP 28 CJ 7 V' EXIST EXIST Tt DRAINAGE A IV EXIST. INLET v v A CONCRETE v UJ 7 v AL AN BARRIER V R/W 0) Lo -------- o6 v v v EXIST CALTRANS R/W V Lur) v h.v 7 w.v 2 v N 10 v V k of - --------- + v 45 u�146+00 1 4k44 N - -ot 143, _;FOO 147+oo v 4 E + ad 29 io 'v -7 7 CIII v ...... .. . 1v vit U)�3 V , v 0 Ps v ..... . .... 14 v %e Ls / —V ';Cr V \ '/ v �v F V..... ........ v Elff 'k, . . . ...... vw v v 7—, -ez Fr 7 MWD DOMESTIC EXISTn��•� ?......... ALTF,� WATER C I -W 30 r -Al EXIST 01 ml y. EXIST EG M!� n.,. < _ ` \ ..fo' ,.. r c- .asr �, -. .. -..:_, c„:... .,.,.,..a vt .:::<v,e ,, .rr::.:.s �/'�1 ., .v. ;r -,-i .-r.v �- EXIST �, ,,.�. �, r GUARDRAIL EX EXIST R/W RTHR EIV A EXIST EXIST EP l'-::7-:��1--1---'----'- GUARDRAIL CALTRANS J", ///--EXIST BRIDGE BARRIER ........ ..... SR -73 SB OFF RgMP EXIST BRIDGE BARRIER PROJECT LIMITS-_.�_ EDGE OF BRIDGE STA 151+44 CAR r in CVD EXIST CALTRANS R/W zz AIZO R CRASH /W 30 CUSHION EXIST BRIDGE BARRIER ry EXIST PROJECT LIMITS A DRAINAGE IRWD PAVEMENT REHABILITATION LIMITS FROM EXIST BRI -"-,E-.-,BARRIER DOMESTIC PREVIOUS PROJECTJa WATER STA 148+37 IVYe& 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE CURB DATA �0000 00 LENGTH F— N32* 17'32"E W W mr too U) W W U) Lo U) w z F- 75 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 CONSTRUCTION NOTES: aA PROTECT IN PLACE (ITEM AS NOTED) O2 COLD MILL 3.5" EXISTING AC PAVEMENT SECTION (AC AND/OR AB AS EXISTS). CLEAN AND FILL CRACKS WIDER THAN 114" WITH ASPHALT BINDER. 10 CONSTRUCT 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE. 28 ADJUST MIND WATER MH FRAME AND COVER TO GRADE. 29 REMOVE EXISTING AND INSTALL NEW MWD WATER VALVE BOX AND COVER TO GRADE. 30 REMOVE EXISTING AND INSTALL NEW IRWD WATER VALVE BOX AND COVER TO GRADE PER IRWD DWG W-22. DJ 0 LU 970 SCALE: HORIZ.: 1 "=40' VERT.: 1 "=8' EXIST EXIST EXIST A DRAINAGE 2 5 10 A DRAINAGE 00 EXIST R/W A RAISED INLET INLET EXIST EXIST EG MEDIAN A CONCRETE BARRIER L1.1EXIST EP 28 CJ 7 V' EXIST EXIST Tt DRAINAGE A IV EXIST. INLET v v A CONCRETE v UJ 7 v AL AN BARRIER V R/W 0) Lo -------- o6 v v v EXIST CALTRANS R/W V Lur) v h.v 7 w.v 2 v N 10 v V k of - --------- + v 45 u�146+00 1 4k44 N - -ot 143, _;FOO 147+oo v 4 E + ad 29 io 'v -7 7 CIII v ...... .. . 1v vit U)�3 V , v 0 Ps v ..... . .... 14 v %e Ls / —V ';Cr V \ '/ v �v F V..... ........ v Elff 'k, . . . ...... vw v v 7—, -ez Fr 7 MWD DOMESTIC EXISTn��•� ?......... ALTF,� WATER C I -W 30 r -Al EXIST 01 ml y. EXIST EG M!� n.,. < _ ` \ ..fo' ,.. r c- .asr �, -. .. -..:_, c„:... .,.,.,..a vt .:::<v,e ,, .rr::.:.s �/'�1 ., .v. ;r -,-i .-r.v �- EXIST �, ,,.�. �, r GUARDRAIL EX EXIST R/W RTHR EIV A EXIST EXIST EP l'-::7-:��1--1---'----'- GUARDRAIL CALTRANS J", ///--EXIST BRIDGE BARRIER ........ ..... SR -73 SB OFF RgMP EXIST BRIDGE BARRIER PROJECT LIMITS-_.�_ EDGE OF BRIDGE STA 151+44 CAR r in CVD EXIST CALTRANS R/W zz AIZO R CRASH /W 30 CUSHION EXIST BRIDGE BARRIER ry EXIST PROJECT LIMITS A DRAINAGE IRWD PAVEMENT REHABILITATION LIMITS FROM EXIST BRI -"-,E-.-,BARRIER DOMESTIC PREVIOUS PROJECTJa WATER STA 148+37 IVYe& 2" ARHM OVER 1.5" MIN. AC LEVEL COURSE CURB DATA �0000 BEARING LENGTH N32* 17'32"E 102.63 ................................ 2 40 m10 8 1 0 SCALE: 1 "=40' BEARING LENGTH N32* 17'32"E 102.63 ................................ 2 40 m10 8 1 0 SCALE: 1 "=40' CURB RAMP DETAIL 1 NOT TO SCALE TOP OF RAMP RETAINING CURB REVIEWED: Sm NOTE'� ' �� MIN,. I� NECESSARY°�,� �r MA MAX 44AT REVIEWED: IRB �f5X MIN & & FRONT EDGE OF S3DEWALK SECTION DEPRESS ENTIRE SIDEWALK AS REQUIRED1 MAS CF -� AT CURB RETAINING CUR13 CME " ��� gs 0,- � RCE 38798 � OFCIVIL WORKS � � � Aot� MAX UNIVERSITY DRIVE & MACARTHUR BLVD IMPROVEMENTS SECTION C -C NOTES: MIN AND le MAX t CURB AND GUTTER VALL HE POURED FIRST AND ,3r CENTERT SPACINGS TYP. DAMP THE FOLLOWING DAY TO CREATE COLD JOINT. 2 LoCA-nONS JMTHGO SHALL HAVE SPANDREL REPLACED. E N G I N E E R S Exp. 03/31/19 PARKWAY LANDSCAPE AND IRRIGATION SHALL RE @ @ @ MODIFIED IN KIND PAY U IT OCR ASSISTANT CIVIL ENGINEER c@ @ DESIGNED: DRAWN: GUTTER RAISEDTRUNCATED PAY LIMIT DOME PATTERN y �-.CURS CITY O F NEWPORT B EAC H GUTTER CURB RAMP DETAIL 2' NOT TO SCALE t. �:.. � � , ,, �... �,T .ter-, �, • d� � _ CM OF NEWPORT BEACH DEPARTMENT M PUBUC WOM % C% U Rb A kJw,%,CESjbp% R A RMAP CURB RAMP DETAIL 3 NOT TO SCALE C-7183-1 PREPARED BY REVIEWED: REVIEWED: STREET IMPROVEMENTS go' ESS :; q O w h .� MARSDETAILS ��� gs 0,- � RCE 38798 � OFCIVIL WORKS � � � Aot� UNIVERSITY DRIVE & MACARTHUR BLVD IMPROVEMENTS MARIE MARSTON, RCE 38798 PATRICIA S. KHARAZMI, PE E N G I N E E R S Exp. 03/31/19 DESIGN ENGINEER'S NAME ASSISTANT CIVIL ENGINEER DESIGNED: DRAWN: 3151 Airway Avenue, Suite T-1 sT DATE 01/17/2019 CITY O F NEWPORT B EAC H R-6081 -S Costa Mesa CA 92626 c �. ,P iv (714) 966-9060 ��� of CA1-�F��� RC MS PUBLIC WORKS DEPARTMENT SHEET 10 OF 15 CHECKED: DATE: APPROVED MM 01 17 2019 NO, DATE DESCRIPTION OF REVISIONS 50' 4" Pm WHITE LINE (TYP) OCTA BUS STOP LEGEND AND CONSTRUCTION NOTES FE] EXISTING TO REMAIN 1-11 INSTALL INDUCTIVE TRAFFIC LOOP PER CNB DWG. NOS. 923—L—A AND 923-L—B F21 6" WHITE DIAGONAL LINE 0 40' SPACING IS INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED RS REMOVE AND SALVAGE SIGN AND POST AS NOTED RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, # INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4': PM INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. S SIGNALIZED INTERSECTION PROPOSED SIGN EXISTING SIGN (12) EXISTING WIDTH 12' PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN TYP TYPICAL VAR VARIABLE CALTRANS MODIFIED TYPE E LOOP DETECTOR 0 CALTRANS TYPE E LOOP DETECTOR dD CALTRANS TYPE D LOOP DETECTOR ® 6' X 8' LOOP DETECTOR NEW POST 12'' WHITE X -WALK LINE R3-5gP W74(CA) RS (BUS EXEMPT) IS R81 (CA) R81 B(CA) PM 12" WHITE CHEVRON CSD 10' SPACING R3 -7(R) E "PRIVATE ROAD" is R118(CA) EXIST R/W 2 8 P R81 (CA) & R8IA(CA) ON SIGNAL POLE IS R3-5gEXIST CF BAYPONDRIVE TYPEIV(R}CTYP} PM(BUS EXEMPT) 1 (3 ) W11-15 IS R3 -7(R) ON STREET LIGHT 125' 39 E CITY GUIDE SIGN 39 38 242 R26(CA)(L+R) 50 4" RS R26(L+R) �} "RIGHT TURN ONLY" RS €� ' ` PM WHITE LINE (TYP) RP w 38 355' PM TYPE IV(R)(TYP) r o OCTA 100 R26A(CA)(MOD) IS E BUS STOP 9 12 PM TYPE VII CL)(TYP) W73A(CA) .-- CV 38 75 w ; Lo r r N �(1 2)PMTYPE IV CL T "BIKE LANE" .r , 2 & BIKE LANE PM 138 z ' 3 i „w v. 1 2 ti 38 41 _:---- o ARROW CTYP) a4++ 1 7 275 ` r; 1210 S UlWOW 12 J .rm it ? ` 1 12" WHITE _ ' 1g X WALK 12 ., LINE CTP) OPENING' 12 12 14, +0010 029 4' + 12 R4-7'4, " W 3 �g , M +...... EGO 14' TO X 17+00 1 v � n WALK — + 0 16+00 o: 3 ��': rte. ',,,,, �, - - « �.- ,.xr+...^ -•. -< �'�"t 10 Or S _ _ —TO 9—WALK _...: o ...� 13' o 6 29 R4-7 M«.. _ 1212 r 39 a < 911 T«w % 2 0 0 6 `39 PM TYPE IV(L)(TYP) 26 9 136' (2} 4 } 1 lx , s 3a a ^* r 146' 38 4 E R28(CA)(L+R) RS EXIST GF {8} 1 f 12" WHITE PM "BIKE LANE" & BIKE EXIST CF R26(CA) RS ... 3; X—WALK LANE ARROW (TYP) EXIST R/W EXIST R/W 200 9 PM LINE TYPE IV(L)CTYP) PM R —7 E baa N N 0 N-1 CA) � j`,, �-- : �-. �-. {� {a = (REPAINT) R26A(CA)(MOD) E BUS -STOP 1 ..• a t ,,., a ,.., ,...s I S E ; UNIVERSITYt R81 (CA) AND POSTR 8 CA L+R>SRAVE R81(CA) E _ #'� RS 2 C )C ) S, 50 40' s f E d WHITE LINE (TYP) PM 3 t E R28(CA)(L&R) ILA VIDA— SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), .2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV 3) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE PRE—MARKED" AND/OR "CAT—TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214 -'TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL .HARDWARE.. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING N0. 924—L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARK/NGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CIN 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMIDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 923—L—A AND 923—L—B. 10. R81(CA) SIGNS TO BE 12'x8" R26A(CA)(MOD) AND R28A(CA)(MOD) SHALL BE 18"x24" 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD. -902—L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 13. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. PROPOSED SIGNS ts" NO 24" PARKING ENTIRE BLOCK R26A(CA)(MOD) CROSSWALK DETAILS Q 2,0 4,0 810 SCALE: 1 "=40' c E 0) ui I rn d- 0 cp -v c 'a V) -a C a v� E ap in C-7183-1 co a PREPARED BY: REVIEWED: REVIEWED: SIGNING AND STRIPING PgoFESS/pN �o Mq q� RS �� UNIVERSITY DRIVE IMPROVEMENTS CIVIL WORKS RCE 38798 ANTONY BRINE, RCE 45521 FROM STA. 10+68.39 TO STA. 21+50] MARIE MARSTON, RCE 38798 y E N G I N E S RS DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER CITY OF NEWPORT BEACH R-6081 SS * Exp. 03/31/19 3151 Airway Avenue, Suite T-1 sP DESIGNED: DRAWN: Costa Mesa, CA 92626 Tqr C►v 1\- �� RC MS DATE 01L17/19 (714) 966-9060 £ OF CAI.\Fa� CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 11 OF 15 MMI 01/17/1 N s y= - a 0 r V000 Vol** E) ul VJ LO N. Uj V. R2-1(50) MP%nft%A\frN , i V G28-1(CA) "73 RIGHT LANE of QRIVE R26(CA) UNIVERS1R26A(CA)(MOD) R81 (CA) LEGEND AND CONSTRUCTION NOTES I I F-11 INSTALL INDUCTIVE TRAFFIC LOOP PER CNB DING. NOS. 923 -L-A AND 923-L-8 F 1 - 2 6" WHITE DIAGONAL LINE 0 40' SPACING IS INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED RS REMOVE AND SALVAGE SIGN AND POST AS NOTED RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4". PM INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. SIGNALIZED INTERSECTION PROPOSED SIGN Ea EXISTING SIGN (12') EXISTING WIDTH 12' PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE CALTRANS MODIFIED TYPE E LOOP DETECTOR 0 CALTRANS TYPE E LOOP DETECTOR CALTRANS TYPE 0 LOOP DETECTOR 0 6$ X 8" LOOP DETECTOR R4-11(MOD) "BIKE LANE OK TO USE SIDEWALK" R5-11 12" WHITE X -WALK LINE (REPAINT)PM R3-18 (ON MAST ARM) US R3-18 (ON MAST ARM)US IS R9-3 & R9-3bP(R) ON SIGNAL POLE R9-3 & R9-3bP(L) ON SIGNAL POLE IS SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED :2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFICCONTROL DEVICES (CA MUTCD. REV 3) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE -MARKED" AND/OR "CAT -TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214 -'TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. IKE LANE" & BIKE LANE ARROW (Typ) 50' 4" WHITE LINE (Typ) IS R9-3 R9-3bP(L) ON SIGNAL POLE IS R81 (CA) ON SIGNAL POLE IS R9-3 R9-3bP(R) ON SIGNAL POLE RS "NO PED CROSSING USE CROSSWALK& ARROW n(15) 12" WHITE CHEVRON 0 30' SPACING al 1220' zz, , e k,4t ST STRI I 90) CROSSWALK DETAILS 2J0 4,0 810 SCALE: 1 "=40' c 0 m c -7r- Olt in C-7183-1 PREPARED BY: REVIEWED: V M6 1 (ON STREET LIGHT) 11h, 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE XT, LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE UNIVERSITY DRIVE IMPROVEMENTS AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL A F P CIVIL WORDS ORKS RCE 38798 "t oe4( , ......... PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMIDIATELY IN ADVANCE OF [FROM STA. 21+50 TO CITY LIMITS] MARIE MARSTON, RCE 38798 CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEWSTRIPING SHALL .BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD E N G I N E E R S Exp. 03/31/19 DRAWING NOS. 923 -L-A AND 923-L-8. 10. R81(CA) SIGNS TO BE 12"x8" CITY TRAFFIC ENGINEER R26A(CA)(MOD) AND R28A(CA)(MOD) SHALL BE 18"X24" 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD. -902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CITY OF NEWPORT BEACH R -6081-S Costa Mesa, CA 92626 C/vl\- (714) 966-9060 ATF OF CpA_ CALTRANS STANDARD PLANS. IVIS 13. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. 12" WHITE CHEVRON 0 30' SPACING al 1220' zz, , e k,4t ST STRI I 90) CROSSWALK DETAILS 2J0 4,0 810 SCALE: 1 "=40' c 0 m c -7r- Olt in C-7183-1 PREPARED BY: REVIEWED: REVIEWED: SIGNING AND STRIPING \)?qO ESS/ \t MAR UNIVERSITY DRIVE IMPROVEMENTS A F P CIVIL WORDS ORKS RCE 38798 "t oe4( , ......... [FROM STA. 21+50 TO CITY LIMITS] MARIE MARSTON, RCE 38798 ANTONY BRINE, RCE 45521 E N G I N E E R S Exp. 03/31/19 DESIGN ENGINEERS NAME ' CITY TRAFFIC ENGINEER DESIGNED: DRAWN: 3151 Airway Avenue, Suite T-1 DATE 01/17/19 CITY OF NEWPORT BEACH R -6081-S Costa Mesa, CA 92626 C/vl\- (714) 966-9060 ATF OF CpA_ RC IVIS PUBLIC WORKS DEPARTMENT SHEET 1 20F15 CHECKED: DATE'. NO. DATE DESCRIPTION OF REVISIONS APPROVED mml 01/17/191 1 1 PAVEMENT r REHABILITATION / LI M ITS°----- JOIN EXIST STRIVING -TYPE,)V(L)(Tm PM -- .rho R4-7 E /N— (CA) R73-5(CA) E f JOIN FYI ON SL POLE IV(R)(TYP) IS INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED RS REMOVE AND SALVAGE SIGN AND POST AS NOTED RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4' PM INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. S SIGNALIZED INTERSECTION PROPOSED SIGN EXISTING SIGN (12') EXISTING WIDTH 12' PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE CALTRANS MODIFIED TYPE E LOOP DETECTOR r•'LAlVJ, UM I CU GV I v. I t IG VPILII vI NI VIr1 Inge yv�c- WIT vI .,. .., .,., ...... . DEVICES (CA MUTCD. REV 3) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE—MARKED" AND/OR "CAT—TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214—'TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924-L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. R28A(S)(CA)(L+R) R26A(CA)(MOD) ON STREET LIGHT XIST R/W -EXIST CF 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMIDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 923—L—A AND 923--L—B. 10. R81(CA) SIGNS TO BE 12"x8 R26A(CA) (MOD) AND R28A(CA) (MOD) SHALL BE 18"x24" " 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD. -902—L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 13. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. R28A(S)(CA)(L+R). CROSSWALK DETAILS Q 21O 410 810 --- SCALE: 1 "=40' C-7183-1 REVIEWED: 0 CALTRANS TYPE E LOOP DETECTOR PREPARED BY: PROFESSION REVIEWED: SIGNING AND STRIPING �D CALTRANS TYPE D LOOP DETECTOR k E BAR F2 MACARTHUR BLVD IMPROVEMENTS _ ���� 0711 lt- ANTONY BRINE, RCE 45521 ❑ 6 X 8 LOOP DETECTORIVIL `^/^/ C RCE 38798 OF WORKS W [FROM STA. 111 +58 TO STA. 124+00] MARIE MARSTON, RCE 38798 E N G I N E E R S * Exp. 03/31/19 DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER R-6081-5 3151 Airway Avenue, Suite T-1 sT DESIGNED: DRAWN: DATE 01 /17/19 CITY 0 F NEWPORT BEACH H Costa Mesa, CA 92626 C, V l � .P (714) 966-9060 ATF of cAL\F��.�._.._ RC MS PUBLIC WORKS DEPARTMENT SHEET 130F 15 CHECKED: DATE: N0. DATE DESCRIPTION OF REVISIONS APPROVED MM 01/17L19 RS R28(S)(CA) IS R26A(CA)(MOD) 12 2 EXIST RW 39 / 711 M "BIKE LANE" & BIKE LANE ARROW (Typ) DPM "BIKE LANE" & BIKE LANE ARROW (Typ) IS R26A(CA)(MOD) ON STREET LIGHT W3-3 PM TYPE IV(L)(TYP) RS R28A(S)(CA) IS R81(CA) ON STREET LIGHT R81 A(CA) ON STREET LIGHT RS R28A(S)(CA)(L+R) E "PARKING PROHIBITED PM "BIKE LANE" & IN ASSIGNED DISTRICT" BIKE LANE ARROW (Typ) 50' 4" WHITE LINE T lZ 39 PM (Typ) 38 195 IRS R9-3(2) ON SIGNAL POLE 12" WHITE 2 PM X—WALK U'? 26 IS R9-3(2) ON SIGNAL POLE LINE (Typ) 1 (3) TYPE VI (Typ) ,..; PM gb 11 st CLEAR f �sj©� REVIEWED: EXIST CF `'. r�i o .ps PRpf ESS \t MARS,, 2� R4-7 W , W 12' -4 12 MARIE MARSTON, RCE 38798 mr 12' 10 12' w ¢' s ENGINEER Exp. 03/31 /19 ,t DESIGN ENGINEER'S NAME �co�) W 12' 12' i�A +00 13' 125+00 13' 126+00 �/ 3151 Airway Avenue, Suite T-1 s P / R-6081 -S 92626. TgTF C t v IL � RC i 0 0 m 12" P DATE 0 12' (Typ) 12 DATE: ■' DATE DESCRIPTION OF REVISIONS APPROVED d' 12' 12'Ln w Nw r w - - 12' - - - - w e- 12' Q 12 12' .�� • _�► Uj „. 16' M "BIKE LANE" & BIKE LANE ARROW (Typ) DPM "BIKE LANE" & BIKE LANE ARROW (Typ) IS R26A(CA)(MOD) ON STREET LIGHT W3-3 PM TYPE IV(L)(TYP) RS R28A(S)(CA) IS R81(CA) ON STREET LIGHT R81 A(CA) ON STREET LIGHT RS R28A(S)(CA)(L+R) E "PARKING PROHIBITED PM "BIKE LANE" & IN ASSIGNED DISTRICT" BIKE LANE ARROW (Typ) 50' 4" WHITE LINE T lZ 39 PM (Typ) 38 195 IRS R9-3(2) ON SIGNAL POLE 12" WHITE 2 PM X—WALK U'? 26 IS R9-3(2) ON SIGNAL POLE LINE (Typ) 1 (3) TYPE VI (Typ) ,..; PM gb 11 st CLEAR f �sj©� REVIEWED: REVIEWED: R� r�i o .ps PRpf ESS \t MARS,, 2� R4-7 MACARTHUR BLVD IMPROVEMENTS Z •i0 -4 MARIE MARSTON, RCE 38798 ANTONY BRINE, RCE 45521 • r 10 ¢' s ENGINEER Exp. 03/31 /19 ,t DESIGN ENGINEER'S NAME • CITY TRAFFIC ENGINEER DESIGNED: DRAWN: 3151 Airway Avenue, Suite T-1 s P 01/17/19 0 R-6081 -S 92626. TgTF C t v IL � RC MS 0 0 m 12" WHITE DATE LIMIT LINE (Typ) CHECKED: DATE: DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT 115 SHEET40FMM EXIST CF38 t o EXIST R/W R3 -7(R) IS TYPE IV(R)P) PM i is 3 12 � rs TI,TI, N 9 150' R9-3(2) ON SIGNAL POLE RS i R9-3(2) ON SIGNAL POLE. IS r ` i R4-7 E �,,... VILAGGIO i i i LEGEND AND CONSTRUCTION NOTES RE EXISTING TO REMAIN INSTALL INDUCTIVE TRAFFIC LOOP PER CNB DWG. NOS. 923—L—A AND Fil 923—L—B 6" WHITE DIAGONAL LINE ® 40' SPACING IS INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED RS REMOVE AND SALVAGE .SIGN AND POST AS NOTED RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, ARROW OR CHANNELIZER AS NOTED, INCLUDING RAISED PAVEMENT MARKERS, # INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4' PM INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. S SIGNALIZED INTERSECTION •� PROPOSED SIGN -} EXISTING SIGN (12) EXISTING WIDTH' 12' PROPOSED WIDTH EXIST EXISTING PROP PROPOSED SNS STREET NAME SIGN Typ TYPICAL VAR VARIABLE 0 CALTRANS MODIFIED TYPE E LOOP DETECTOR 0 CALTRANS TYPE E LOOP DETECTOR 10 CALTRANS TYPE D LOOP DETECTOR ❑ 6' X 8' LOOP DETECTOR SPACING ,._ 12'to 0 12 7,.,,..« w w ewe . ear 0 12 1% ear ea. ea. "".w. __ • "r"w'n ._` - r/-_", + 13' 129+00 130+00 - 131+00 _ 132+00 -' o12 - --._ _ -....LU -•w.,,. 5 ,. ✓ 9 ..,...,,.. , _�� 405 t- '� w rw A i "'...... 12 ....LU 3 ....... O ® — 1 0 0 _A .,.-...,.,< •n. 3 ,<... -+.w e —w _1 Uj m _ -v .., 40 w� 1. -..__ - --12, - 136+0® �J 13' co ij 12 1' • ,,...---.. .. �--.�.. TA 7 « w.... _r�W�. �.�«M,,.��<.� . , .a,.0 �� ,,»,.,._ _ _._ .__ _,. »__._ .��.,.,___ _.�� � m mr .,., u.__,___._,,,.w__, m». _a>� _ M�.» ,._ u��>.._--- .�.M:,.__�. __,.�..�.,_ , w�___.»� 12 1 •_ w '^ oftwft - ,ra r^• 1 rift.--- `+ - - 2■ ! -ftft."ftft CV) _.- .»,.,,., ., _..r......... _ .. _ . , ......,._ ., n,. . _10 V •war „-.„ ,..„., -w:<..> „..,.,.,., ••ter 12 was •\ � PM "BIKE LANE &BIKE. i LANE ARROW (tYP) 2 .,.12# jW co cv ' _ G20-5(CA) `' 6 W E G77-4(CA)(MOD) 12 RS `-' " "M4-5"73 NORTH `\ 12' s 7 1» 73 RIGHT 2 LANES 2 50 w _ RIGHT LANE E EM -1A G28 2 CA1j C73 150' 9 (4) 1 RS R3-18 ON MAST ARM IS M3_1 XY Mfi 3 EXIST CF M4-5 IS R3-4 ON MAST ARM 39 (ON STREET LIGHT) RS G28 2(CA)(73) IS R4-4 ON i EXIST R/W M3-3 STREET. LIGHT E CITY GUIDE SIGN M5 -1(R) PM "BIKE LANE & BIKE .� f i LANE ARROW (tYP) M4 5 M4-5 RS M3812(CA)(73) M6-3 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD. REV 3) DATED JANUARY 2014. THESE PLANS AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE—MARKED" AND/OR "CAT—TRACKED" FOR INSPECTION BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR THEIR REPRESENTATIVE, PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214—"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924—L. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY CITY. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE PLACE LIMIT LINE LOOPS I MMI DIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NDS. 923—L—A AND 923—L—B. 10. R81(CA) SIGNS TO BE 12 "x8" R26A(CA)(MOD) AND R28A(CA)(MOD) SHALL BE 18"x24" 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD. -902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 13. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. IS G28-2(CA)(73) M3-3 M5 -1(R) (ON STREET LIGHT) M4-538 39 G28-2(CA)(73) RS M3-1 M6-3 "FWY ONLY" PM CSD 25' CLEAR SPACING l*0%E3nCClAiA l V nc-rA ll C Q 20 40 80 SCALE: 1 "=40' C-7183-1 PREPARED BY: REVIEWED: REVIEWED: SIGNING AND STRIPING PRpf ESS \t MARS,, 2� MACARTHUR BLVD IMPROVEMENTS Z MARIE MARSTON, RCE 38798 ANTONY BRINE, RCE 45521 CIVIL WORKS RCE 38798 FROM STA. 124+00 TO STA. 137+00 ¢' s ENGINEER Exp. 03/31 /19 ,t DESIGN ENGINEER'S NAME CITY TRAFFIC ENGINEER DESIGNED: DRAWN: 3151 Airway Avenue, Suite T-1 s P 01/17/19 CITY O F NEWPORT B EAI.i H R-6081 -S 92626. TgTF C t v IL � RC MS DATE (Costa 714) 966-9060A �� CAQ CHECKED: DATE: DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT 115 SHEET40FMM 01 17 19N0. R26A(CA)(MOD) ON STREET LIGHT R28A(S)(CA)(L+R) NVE. • �QN 38 59 4 , n3861 W 11-15 ON NEW POST 65PU9 TYPE 1(10) PM JOIN EXIST STRIPING`; X10 TYPE IV(L)(TYP) ITY GUIDE SIGN EXIST R/W (4) / C*VICT rrc F El SG32 (CA) (MOD) "ARROYO PARK ®RSG81-24(CA)(MOD) TOURIST GUIDE EP G9-5(CA) CALTRANS R/W LL. Lu 12#14 O �2, '� 12' rt Ljj 12 12' (� 12' , f, 9' 0) Q LL1 Z .:C C� A6/2 FE] EXISTING TO REMAIN M6-2A(R) 10' El INSTALL INDUCTIVE .TRAFFIC LOOP PER CNB DWG. NOS. 923—L—A AND 923—L—B R2 s" WHITE DIAGONAL UNE 0 40' SPACING SIGNING AND STRIPING GENERAL NOTES ___r IS INSTALL SIGN(S) AND POST IF REQUIRED AS NOTED 1. ALL WORK SHALL PE IN ACCORDANCE WITH THE PROJECT SPEC/AL PROVISIONS S - THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION RS REMOVE AND SALVAGE SIGN AND POST AS NOTED (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING, MARKING, PANS, DATED 2010. THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL 10 ARROW OR CHANNEUZER AS NOTED, INCLUDING RAISED PAVEMENT DEVICES (CA MUTGD. REV 3) DATED JANUARY 2014. THESE PLANS AND THE CIN OF NEWPORT PEACH STANDARDS AND POLICIES. MARKERS, OINSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING 2• THE LAYOUT FOR ALL PROPOSED PAVEMENT WARNINGS AND/OR TRAFFIC INSTALLATION OF RAISED PAVEMENT MARKERS (THERMOPLASTIC). ALL STRIPING SHALL BEPRE-MARKED" AND/OR CAT—TRACKED" FOR INSPECTION LANE LINE, CENTERLINE AND EDGE LINE WIDTHS SHALL BE 4". BY THE ENGINEER OR THEIR REPRESENTATIVE PRIOR TO FINAL APPLICATION OF CROSSWALK DETAILS PAVEMENT MARKINGS OR STRIPING. PM INSTALL PAVEMENT MARKINGS OR ARROWS AS NOTED. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC c c�cnrei ��Fn INTFRSF(`T/nN STRIPING,, AND/OR SIGNAGE SHALL ABED ACCEPTED BY THE ENGINEER OR THEIR r E _ w� PREPARED BY: REVIEWED: R E REPRESENTATIVE, PRIOR TD APPL c 0 REVIEWED • PROPOSED SIGN 4. MATERIALS SHALL COMPLY WITH SECTION 214 --'TRAFFIC STRIPING, CURB AND 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN91. PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. METERED E BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL 8E 6 �c EXISTING SIGN INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT WHEN FLASHING r E � �- 011 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL REFLECTORIZED INTERVALS. E (12) EXISTING WIDTH ANTONY BRINE, RCE 45521FROM CITY TRAFFIC ENGINEER THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR 0 12 PROPOSED WIDTH 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND CALTRANS TYPE E OR MODIFIED TYPE E AND CENTERED IN THE TRAVEL rri ENGINEERS * Exp. 03/31/19 ENGINEER'S NAME INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH PORTION OF THE LANE PLACE LIMIT LINE LOOPS IMMIOIATELY IN EXIST EXISTING NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW BICYCLE SIDEWALKS SMALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF .3151 Airway Avenue, Suite T-1 s P Costa Mesa, CA 92626 T C1 V 1�- � STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING 0) PROP PROPOSED SIGN EXCEPT R26 OR R28 SIGNS) SEE CITY STANDARD DRAWING NO. 924—L. 17 19 DATE 01 % � LOOPS. SEE CITY STANDARD DRAWING NOS. 923—L—A AND 923--L-8. to SNS STREET NAME SIGN 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND 10. R81(CA) SIGNS T4 BE 12"x8" DATE DESCRIPTION OF REVISIONS APPROVED PAVEMENT MARKINGS BY WET SANDBLASTING OR OTHER METHOD APPROVED BY R26A(CA)(MOD) AND R28A(CA)(MOD) SHALL BE 18"x24" MM T yp TYPICAL CITY. 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY VAR VARIABLE STANDARD PLAN STD. -902—L. rn c 0 CALTRANS MODIFIED TYPE E LOOP DETECTOR 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS -SHALL BE PER THE O CALTRANS TYPE E LOOP DETECTOR 2010 CALTRANS STANDARD PLANS. c�'n CALTRANS TYPE D LOOP DETECTOR 93. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. c. o rn c 6' X 8' LOOP DETECTOR 204o 80 c wl=SCALE: 1 "=40'C-7183-1ca r E _ w� PREPARED BY: REVIEWED: R E REVIEWED • SIGNING AND STRIPING v „RAMP o MAR BLVD METERED E 46 A40t�� MACARTHUR IMPROVEMENTS WHEN FLASHING r E � �- 011 MARIE MARSTON, RCE 38798 ANTONY BRINE, RCE 45521FROM CITY TRAFFIC ENGINEER F1111" CIVIL WORKS � RCE 38798 � STA. 137+00 TO STA. 151+44 & SR -73 RAMPDESIGN ENGINEERS * Exp. 03/31/19 ENGINEER'S NAME R-6481-5 DRAWN: .3151 Airway Avenue, Suite T-1 s P Costa Mesa, CA 92626 T C1 V 1�- � DESIGNED: RC MS 17 19 DATE 01 % � CITY OF NEWPORT BEACH SHEET 150F15 (714) 966-9060 of CAL�Fo�� CHECKED: DATE: NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT MM 01 Ll7 19 i 0 O CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT ADDENDUM NO. 1 MACARTHUR BOULEVARD AND UNIVERSITY DRIVE PAVEMENT REHABILITATION CONTRACT NO. 7183-2 DATE: March 14, 2019 BY: r ." / I CITY ENGI TO: ALL PLANHOLDERS The following changes, additions, deletions, or clarificatiosn shall be made to the Contract Documents — all other conditions shall remain the same. SPECIFICATIONS 6-7 TIME OF COMPLETION 6-7.1 General Replace letter "A" under the requirements for night work with the following: A. Night work hours are limited to 9:00 p.m. to 5:00 a.m., Sunday night through Firday morning. No work is allowed Friday or Saturday nights. 6-7.4 Sequence of Construction After paragraph three, replace the entire section with the following: For University Drive: The limits and sequence for all grinding and paving work to be perfomed at night are described below: f:luserslpbMsharedlcontractslfyl8-19 current projects1200 - streets and drainagelmaca►thur blvd and university dr pavement rehab c-7183-1 17(27 18r231bidding documentsladdendum no. tladdendum no. 1.doc Night Work: 1. Night 1: Easterly project limit to Station 26+25 — Cold milling 2. Night 2: Easterly project limit to Station 26+25 — Placing 1 -inch (minimum) level course 3. Night 3: Easterly project limit to Station 26+25 — Placing 2 -inch ARHM finish course Day Work: The limits and sequence for all grinding and paving work outside of the night work limits prescribed above shall be performed during daytime hours per Section 6-7.1. For MacArthur Boulevard: The limits and sequence for all grinding and paving work are described below: Night Work: 1. Night 1: Station 151+75 to Station 144+61 — Cold milling 2. Night 2: Station 151+75 to Station 144+61 — Placing 1.5 -inch (minimum) level course 3. Night 3: Station 144+61 to Station 139+76 — Cold milling 4. Night 4: Station 144+61 to Station 139+76 — Placing 1.5 -inch (minimum) level course 5. Night 5: Station 139+76 to Station 132+90 — Cold milling 6. Night 6: Station 139+76 to Station 132+90 — Placing 1.5 -inch (minimum) level course 7. Night 7: Station 132+90 to Station 126+64 — Cold milling 8. Night 8: Station 132+90 to Station 126+64 — Placing 1.5 -inch (minimum) level course 9. Night 9: Station 126+64 to Station 118+44 — Cold milling 10. Night 10: Station 126+64 to Station 118+44 — Placing 1.5 -inch (minimum) level course 11. Night 11: Station 118+44 to Station 111+87 — Cold milling 12. Night 12: Station 118+44 to Station 111+87 — Placing 1.5 -inch (minimum) level course 13. Night 13: Station 151+75 to Station 139+76 — Placing 2 -inch ARHM finish course 14. Night 14: Station 139+76 to Station 126+64 — Placing 2 -inch ARHM finish course 15. Night 15: Station 126+64 to Station 111+87 — Placing 2 -inch ARHM finish course All cold milled roadway surfaces shall be overlaid with AC level course within 24 hours. Under no circumstances shall the roadway be left cold milled without a level course from Friday at 4:30 p.m. through Sunday at 9:40 p.m. 302-5 ASPHALT CONCRETE PAVEMENT 302-5.1 General f_lusersVbw%haredlcontracts1fy18-19 current projects1200 - streets and drainagelmacarthur blvd and university dr pavement rehab c-7183-1 17r27 18r231bidding documentsladdendum no. 1laddendum no. 1.doc Replace the last sentence of the second paragraph with the following: Asphalt concrete base course and leveling course shall be placed within 24 hours after cold milling is done. 314-4 APPLICATION OF TRAFFIC STRIPING AND CURB AND PAVEMENT MARKINGS Replace Section 314-4.1 General with the following. 314-4.1 General Pavement shall be temporarily striped and tabbed within 24 hours upon completion of pavement grinding operation. Pavement shall be temporarily striped and tabbed a second time within 24 hours after installation of AC leveling course. Pavement shall be temporarily striped and tabbed a third time within 24 hours after installation of the ARHM or Fiber Reinforced ARHM finish course. APPENDIX C: PROJECT PHASING AND SEQUENCING EXHIBIT Replace the exhibit in Appendix C with Attachment A Bidders must sign this Addendum No. 1 and attach it to the bid proposal. No bid will be considered unless this signed Addendum No. 1 is attached. I have carefully examined this Addendum and have included full payment in my Proposal. R.J. NOBLE COMPANY Bidder's Name (Please Print) 03/20/19 Date Authorized Si nature & Title STEVE MENDOZA, SECRETARY Attachment A — Project Phasing and Sequencing Exhibit fauserslpbwlsharedlcontractslfyl8-19 current projects1200 - streets and drainage\rnacarthur blvd and university dr pavement rehab c-7183-1 17r27 18r23kMdin9 documentsladdendum no 1laddendum no 1 doc ATTACHMENT A - PROJECT PHASING AND SEQUENCING EXHIBIT j� 111A - r AL 8 0 UNIVERSITY DRIVE LEGEND: NIGHT 1: 3" GRIND % 1,690 TON NIGHT 2: 1" (MIN) LEVEL COURSE N 560 TON NIGHT 3: 2" ARHM FINISH COURSE AREA N 93,320 SF N 1,120 TON DAYTIME WORK. x x x x REFER TO SECTION 6-7 OF THE SPECIAL PROVISIONS. 1: 3.5" GRIND N 2,017 TON NIGHT r j� 111A - r AL 8 0 UNIVERSITY DRIVE LEGEND: NIGHT 1: 3" GRIND % 1,690 TON NIGHT 2: 1" (MIN) LEVEL COURSE N 560 TON NIGHT 3: 2" ARHM FINISH COURSE AREA N 93,320 SF N 1,120 TON DAYTIME WORK. x x x x REFER TO SECTION 6-7 OF THE SPECIAL PROVISIONS. x v x F x X 1320' N►ACARTHUR BLvD f Q �' » ',art•-r"� �.t. �+rr�.�,-r-.:�.-� '4 4 AREA 115,755 SElqlllt� it a rt JAMBOREE ROAD= MACARTHUR BOULEVARD LEGEND: NIGHT 1: 3.5" GRIND N 2,017 TON NIGHT 2: 1.5" (MIN) LEVEL COURSE 859 TON AREA N 95,405 SF NIGHT NIGHT 3: 3.5" GRIND N 2,020 TON NIGHT 4: 1.5" (MIN) LEVEL COURSE 860 TON AREA N 95,545 SF ' ` � �, i `. •�. • � .i rte. ••�.. «` i � rr of < x v x F x X 1320' N►ACARTHUR BLvD f Q �' » ',art•-r"� �.t. �+rr�.�,-r-.:�.-� '4 4 AREA 115,755 SElqlllt� it a rt JAMBOREE ROAD= MACARTHUR BOULEVARD LEGEND: NIGHT 1: 3.5" GRIND N 2,017 TON NIGHT 2: 1.5" (MIN) LEVEL COURSE 859 TON AREA N 95,405 SF NIGHT NIGHT 3: 3.5" GRIND N 2,020 TON NIGHT 4: 1.5" (MIN) LEVEL COURSE 860 TON AREA N 95,545 SF 4le * ' !! t° V E i� :. . � - 3,. �,, a �' ♦ -.. � • - i�, � _ \ .. F•� / . _��• 2C 1 4 tU�.A' l !h , I UA '4A, - .r' 13 WORK AREA FOR SR -73 RAMP CLOSURE Se'4 AREA = 541,100 AREA SF AREA Pj 95,405 SE z OI _ j ni ' V) 1 +�A ,20 AREA N 74 470 SF 680' I I�I�I ISI I IIII `485'. -W x AREA 95.545 SF/ 1,420' M I N r� FROM CALTRANS ROW AT MACARTHUR OFF—RAMP ir 57' tip, x 755'_ 20' pt O rl � . � >:.� ,' mom..-.�% :.. iEc•"arE" r ; U Q AREA 93,780 SE e. y i "� -657 N 4 •� AREA ti 91 096 SEAe • w C Al.r y, u ., . R � T era ',# t.,.i _+ i •/ : \ �' •.,v�..,. '�' a a+aj_ X �,; ::.'9i,.. JP.a :,`X'�.,.�„, .; T.`�j�.)l`,.,, ` �bti' '_'' ,+_ ^i'1 . ,. � >�. ' i. a ."/ <. �."_"- '»'�" .�„E, nw,, L" ✓r . eJf ,�._ ,A w�.. �� ,, _ �`-e.. � 'f.' -;r. r' / i � ';7r :" /. - _ ! S" � _ •�R' �;� `` ��r'!' :�e��-. ,. �.r'.. �t` gar ;l' 7 _ _ y �� t "R, �,. ry - �� .a '• ,• . Y' � w � ,.,.. S:� .. : � »•,.� '_Rv �..,�.''` `, rr 5.+ .3# r ` � r �, a : �, .� � ,f r * �}} � a `' $ � t `-' �4" 6�' � ': tc.i . 1':,. {[//�K �. � R! 4dR•. "�'b. _ _ S "iP:r,�. br�_ �1 `� - 'ik �'. �'r�.f l�' k ; �' •. ` ' 'T�' � :. s -r`F.'0 �a '' _ �• r (� � , 1,` '�il..a �� ,.... -1� iY".: ,T y9i»» - "�:,,•� �''. !!-A�,,� �_ / t'a, �� ''��.� >;•, i" 4` ,� � :'� "? �'. '�`a�j,.� a.�a�' �.4 � ,��. "' 1 I,j ':.''�u'?�;:.7 - ,�I! � l/• �,•. ��r' :,� %"}� .• ♦ (�� i.�`3 �' ' ` ', 1 :,'t . P% 6 B .�� � ,x g. .• �� t,. Jr ."t � kt" , __ � � �` '� ��.L' :� ' C ':�/A���-�.• ` • � �t,` f ,�".R.:'��.�� J`,�" 'a. !'._ 'e"" �►.4k,i`-` F° � ,�4i. �'' '�,a�,�. �' C r �. .'. 1�. ��:��r . r �y f 1.� t„kY r � r ' "� .'r._.> �Y �. . f "",.'e'•* - .+- �' .-e✓:'r. -•. # �',�. r"_:i. � tsl _..,;S�Ps,y• ,'c,. �' ?t �, i. may' _ i+r J���tW [��' 1►a.+,gy t't"r'. �9 � °i(♦. . ^4� �* o� y �(�"',' ri `i � •�, ° i� '�a !+'Xra'" ,.:�'♦ .\ A '.L t� P...�4'fT r`�� .. ._4' I.�,,j Y•'. (1 -fi �,T , .( MQ.� - ,y �. '`e> w �• :• i"�t - `yam :�� - ,i. M � a r. /R .. > �.. .. -�.,� `�;i Q VO r7r.,., '"��~M z .!;•i�.., ,, a�� `* V'/ ;' ko ��:"s� �': .. •g � >:,:.�,,,;,f r. of SCALE: NTS 11y '��'�► ., .a �:,�,.r.'' ..�`. Il• v p",r!'_ �r. .: �����'�'a.,' � f� �/1: � w� tF'� � �- AY�';r/ "��r .I" •.��. � j°•�� �L �' � l��' , NIGHT 5: 3.5" GRIND % 1,885 TON NIGHT 6: 1.5" (MIN) LEVEL COURSE N 802 TON AREA N 74,470 SE NIGHT NIGHT 7: 3.5" GRIND � 1,616 TON NIGHT 8: 1.5" (MIN) LEVEL COURSE N 688 TON AREA % 91,096 SF NIGHT 9: 3.5" GRIND % 1,983 TON NIGHT 10: 1.5" (MIN) LEVEL COURSE N 844 TON AREA N 93,780 SF 15: 2" ARHM NIGHT 11: 3.5" GRIND % 1,962 TON NIGHT 12: 1.5" (MIN) LEVEL COURSE N 835 TON AREA N 92,798 SF NIGHT 13: 2" ARHM FINISH COURSE I' �I AREA N 190,950 SF ti 2,292 TON NIGHT 14: 2" ARHM FINISH COURSE AREA N 165,566 SF N 1,987 TON NIGHT D >1 15: 2" ARHM FINISH COURSE AREA N 186,578 SE N 2,240 TON