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08-0304_ALL AMERICAN ASPHALT_Contract
CONTRACT This contract is made and entered into by and b/�&e�tween the CITY //S�OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and / CA/4- ereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non- Collusion Affidavit, the Designation of Sub-Contractors, the Contract, which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of AHRP Rehabilitation of Del Obispo Street from Aouacate Road to 1000 Feet North of Blue Fin Drive (CII' NO. 408) and AERP Rehabilitation of Del Obispo Street (between Aguacate Road and Alipaz Street, and between Camino Capistrano and Ortega Highway) and Junipero Serra Road (CIP NO. 415) in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a C-1 penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. C-2 CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty (30) days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. C-3 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City 4JuapistrarADATED: 15hka BY: R BY. CONTRACTOR R-D&= P� -* . 0673 LICENSE NO. "q-, e -!Z CLASSIFICATION ATTEST: M ret R. Monahan, City Clerk APPROVED A TO FORM: Omar Sando al, CityAttorney C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On February 28, 2008 before me, Brenda L. Rooster,Notary Public Date Here Insert name and Tule of the Officer personally appeared Robert Bradley Name{Kof Slgneqtilh— _ who proved to me on the basis of satisfactory evidence to be the BRENDA L. ROYSTER person(s) whose names) is/are subscribed to the within instrument Commission M 1700922 and acknowledged to me that he/sheA#" executed the same in -ai Notary Public -California his/h^•'..�.,b,e• authorized capacity(ies), and that by his/hefAheir Riverside Countysignature(s) on the instrument the person(s), or the entity upon behalf MyCamm.Expresoct26,2010 - 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 forgoing paragraph is true and correct. WITNESS my 4nd and official seal ` n Signature /,!y/W/YiAr Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Contract -City of San Juan Capistrano Document Date: February 28, 2008 Number of Pages: Signer(s) Other Than Named Above: None Capacity(")Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: o Individual o Individual X Corporate Officer—Title(s): Vice President o Corporate Officer—Title(s): o Partner—n Limited o General c Partner—o Limited o General o Attorney in Fad o Attorney in Fact o Trustee Top of thumb here Top of thumb here o Trustee o Other: o Other: Signer is Representing: Signer is presenting: All American Asphalt ' BOND NO. 089 03 462 EXECUTED IN TWO (2) PARTS PREMIUM; 6,953,00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that ALL AMERICAN ASPHALT .as Principal (hereinafter called "Contractor"), and FIDELITY AND DEPOSIT COMPANY OF MARYLAND as Surety (hereinafter called "Surety', are held and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City"), In the amount of ONE MILLION,SIX HUNDRED THIRTY SIX THOUSAND AND NQ1140. Dollars ($ 1,6364000 GO ), for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has, by written agreement dated , entered into a (describe agreement): AHRP REHA ILITATIQN OF DEL OBISFQ ,STREET & JUNIPERQ SERRA ROAD CTDT 5479(Of191 (('TP Nn LORI 1TSr1 4TP[,.S"�7? �Q,� (f TP N G15) which contact is, by reference, made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Contractor shall promptly and faithfully perform said agreement then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the Contractor In the event of default. BE IT FURTHER RESOLVED,that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees,. including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 2. Said .Surety, for value received, hereby stipulates and agrees that no change, or extension of time, alteration, or modification of the contract documents, or of the work tq be performed thereunder, shall in any way affect its obligation or this bond, and it does hereby waive the notice of any such change, extension of time, alteration or modification of the contract documents or of work the be performed thereunder. PB-1 Executed this 27th day of FEBRUARY 20 08 at ORANGE California. ALL AMERICAN ASPHALT PRINCIPAL �bfSBILT h(N6TAR17ATION AN AL) FIDELITY AND DEPOSIT COMPANY OF MARYLAND SURETY BY; (NOTARMkTION AND SEAL) OWEN M, BROWN, ATTORNEY-IN-FACT APPROVED AS TO FORM OFAAR SA OVAL, CITY ATTORNEY PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On February 28, 2008 before me, Brenda L. Rooster.Notary Public Date Here Insert name and Trip of the Officer personally appeared Robert Bradley Name4W Signer($1 s who proved to me on the basis of satisfactory evidence to be the BRENDA L. ROYSTER person(s) whose name(s) Were subscribed to the within instrument Commission N 7700922 and acknowledged to me that helslaetthey executed the same in -i Notary Public -California hisRtefAhelr authorized capacity(ies), and that by hWher4heir Riverside Countysignature(s) on the instrument the person(&), or the entity upon behalf MVC0pm.Exp6esOd26.2010 - 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 forgoing paragraph is true and correct. WITNESS my nd and official seal. /�-�' �y Signature Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Performance Bond -City of San Juan Capistrano Document Date: February 27, 2008 Number of Pages: 3 Signer(s) Other Than Named Above: Owen M. Brown, Attorney-In-Fact Capacity(ies) Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice President ❑Corporate Officer—Title(s): ❑ Partner—o Limited ❑ General o Partner—o Limited o General ❑Attorney in Fad o Attorney in Fad ❑Trustee o Trustee Top of thumb here Top of thumb here o Other: o Other: Signer is Representing: Signer epresenting: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of ORANGE On 2-27-08 before me, BARBARA J. BENDER, NOTARY PUBLIC Dam HeraftWtNemoffdlMeofflheOfter personally appeared OWEN M. BROWN NamNal Cd agee(s) =Publlc .BENDER who proved to me on the basis of satisfactory evidence to 1494946 be the person(&) whose name(&) is/am subscribed to the -Caiitomia within instrument and acknowledged to me that ounty - he/ANi�r executed the same in hisRrWlsir authorized s Jul 13,2008 city(ift), and that by his&vdW0 signature(*) on the instrument the person(go, or the entity upon behalf of which the person(o acted, executed the instrument. BARBARA J.BENDER Commission#1494946 1 certify under PENALTY OF PERJURY under the laws Notary Public-CaBfomla of the State of Ca'fornia that the foregoing paragraph is Orange Canty true and Corr -46MY Comm.Expires JW 13.2008 - WITNESS d an ffici se Pf Nomn SOW Above Signature s Ana e OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent haudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: PERFORMANCE BOND NO. 089 03 462 Document Date: 2-27-08 Number of Pages: TWO (2) Signer(s)Other Than Named Above: ALL AMERICAN ASPHALT Capacity(ies) Claimed by Signer(s) Signer's Name: OWEN M. BROWN Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑Limited ❑General ❑Partner—❑ Limited ❑General XXNAttorney in Fact • ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 02W7NOmWNotary Aaaocia#on-S350De SMMa,P.O.Bm2402.ChamMiM,CAS131&2402•�.Na§.WNomrymg fmm#5807 Peartmr.Cd TaHieel-6008764W BOND NO. 089 03 462 EXECUTED IN TWO (2) PARTS Premlumincluded in charge for Performance Bond. LABOR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to: ALL AMERICAN ASPAAT T I License No. , hereinafter designated as "Principal", a contract for AHRP REHABILITATION OF DEL OBISPO STREET & JUNIPERO; and SERRA JOS STPL-5372(009) (CIP No. 408) AND STPL-5372(010) (CIP No. 415) WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub- contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used In, upon, for or about the perforrhance of.the work contracted to be done, or for any work or labor done thereon of any-kind, the surety or this bond will pay the same. NOW, THEREFORE, we ALL AMERICAN ASPHALT Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of ***SEE BELOW DOLLARS ($ ***BELow j, lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. ***ONE MILLION, SIX HUNDRED THIRTY SIX THOUSAND & NO/100ths ($1,636,000.00) DOLLARS THE CONDITION OF THIS OBLIGATION is such that, If said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be.done; or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work, or for any amounts required to be deducted, withheld, and paid over to the EDD from the wages of employees of the contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to LM-1 the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees thdt no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed there under. As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Executed this 27th day of FEBRUARY 20 na , at ORANGE California. ALL AMERICAN A$PNALT _,,,,,,PRINCIPAL f Vi:r� 'f FIDELITY AND DEPOSIT COMPANY OF MARYLAND By: Z� f (Nota( ti and Sea)) OWEN M. BROWN, ATTORNEY-IN-FACT APPROVED AS TO FORM b4' Omar Sandoval, City Attorney LM-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On February 28, 2008 before me, Brenda L. Rooster, Notary Public Date Here Insert name and T2Ie of the macer personally appeared Robert Bradley Nameop}of Signerlr f who proved to me on the basis of satisfactory evidence to be the BRENDA L. ROVSTER person(s) whose name(s) is/are subscribed to the within instrument Commission L # 1700922 and acknowledged to me that he/sdekhey executed the same in - -e: Notary Public • 1700922Californihis/her/the�r authorized capacity(ies), and that by his/heFAheir Riversideuis County signature(&) on the instrument the person(&), or the entity upon behalf MyComm.E�teCount,2010 - 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 forgoing paragraph is true andel correct. WITNESS �my nd and /off�ci{alJ�seal. Signature— /c/ 2'�' ^�"� �(/�LY Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Labor and Material Bond -City of San Juan Capistrano Document Date: February 27, 2008 Number of Pages: 4 Signer(s)Other Than Named Above: Owen M. Brown, Attomey-In-Fact Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: o Individual o Individual X Corporate Officer—Title(s): Vice President o Corporate Officer—Title(&): o Partner—o Limited c General o Partner—o Limited u General o Attorney in Fact o Attorney in Fact ❑Trustee Top of thumb here ❑Trustee Top of thumb here o Other: ❑ Other: Signer is Representing: Signer is presenting: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California l County of ORANGE Jl On 2-27-08 before me, BARBARA J. BENDER, NOTARY PUBLIC Date Neo*sort Name aM TRW of the Olrner personally appeared OWEN M. BROWN Names)d Signel(s7 0. BARBARA J.BENDER who proved to me on the basis of satisfactory evidence to Commission# 1494946 be the person(ao whose name(*) istam subscribed to the -p Notary Public-California within instrument and acknowledged to me that • Orange County he/ y executed the same in his/hri11®r authorized My Comm.Expires Jul t 3,2008 capacity(03), and that by his/YiaIVr signature(0) on the instrument the person(p$, or the entity upon behalf of which the person(40 acted, executed the instrument. BARBARA J.BENDER Commission#1494946 1 certify under PENALTY OF PERJURY under the laws 01mycomm Nolary PutHic-California of the State of California that the foregoing paragraph is Orange County true and Corr .Expires Jul 13,2008 - WITNESS y d official e lj ��� Signature samre OPTIONAL Though the information below is not required by law,it may prove valuable to persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: LABOR 5 MATERIAL BOND NO. 089 03 462 Document Date: 2-27-08 Number of Pages: TWO (2) Signer(s)Other Than Named Above: ALL AMERICAN ASPHALT Capacity(ies)Claimed by Signer(s) Signer's Name: OWEN M. BROWN Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑General XXXAttorneyin Fact • ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 02o07Na9 iNomq Aeso bm-9350De Soto Ave.,P.O.BM24 -CM1etswrtli,CA9131324M-www.NaWo Neeryag Item R590T Ramier.cel Tdwmel-80"7] 27 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland, by WILLIAM J.MILLS, Vice President,and ERIC D. BARNES,Assistant Secretary, in pursuance of authority granted by Article VI,Section 2,of the By-Laws of said Company, are set Iorth on the reverse side hereof and are hereby certified to be in full force and effect on the date h e dds by nominate,constitute and appoint Owen M.BROWN,of Anaheim,California, its true and o act, to make,execute, seal and deliver, for,and on its behalf as surety,and as its act a kings,and the execution of such bonds or undertakings in pursuan• o ' s on said Company,as fully and amply,to all intents and purposes, a�ift xe tlt�$'�t� B ged by the regularly elected officers of the Company at its office in Bal ' heir 'rm This power of attorney revokes that issued on behalf of Owen M. itc4"� The said Assistant c t at the extract set forth on the reverse side hereof is a We copy of Article VI, Section 2,of the By- 0 any,and is now in force. IN WITNESS W R OF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of December,A.D.2004. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND ��v n � a By: Eric D. Barnes Assistant Secretary William J. Mills Vice President State of Maryland SS: City of Baltimore On this 27th day of December, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn,severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. it o Maria D.Adamski Notary Public My Commission Expires: July 8,2011 POA-F 012-4160 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned,Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 27th day of FEBRUARY 2008 �4t .tel Assistant Serretary BOND NO. 089 03 462 EXECUTED IN TWO (2) PARTS PREMIUM; 6,953,00 PERFORMANCE BOLD KNOW ALL MEN BY THESE PRESENTS, that ALL AMERICAN ASPHALT as Principal (hereinafter called "Contractor"), and FIDELITY AND DEPOSIT COMPANY OF MARYLAND as Surety (hereinafter called "Surety"), are held and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City'), in the amount of ONE MILLION,SIX HUNDRED THIRTY SIX THOUSAND AND NQ/IOODollars ($ 1�636a0a0.ao ), for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has, by written agreement dated ' entered into a (describe agreement): AHRP REHABILITATION OF DEL OBISPQ STREET & JUNIPERQ SERRA ROAD STP T 5977(0091 (CTP No 409) ANT) STPT-5979 CO101 (CTP Nn 415) which contact is, by reference, made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Contractor shall promptly and faithfully perform said agreement then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the Contractor In the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shalt be included costs and reasonable expenses and fees, . including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 2. Said .Surety, for value received, hereby stipulates and agrees that no change, or extension of time, alteration, or modification of the contract documents, or of the work tq be performed thereunder, shall in any way affect its obligation or this bond, and R does hereby waive the notice of any such change, extension of time, alteration or modification of the contract documents or of work the be performed thereunder. PB-1 Executed this z�cn day of FEBRUARY 2l) 08 at ORANGE California. ALL AMERICAN ASPHALT PRINCIPAL (NOTARIZATION D SEAL) i�f36R� �v aoa ,V� tosW FIDELITY AND DEPOSIT COMPANY OF MARYLAND SURETY BY: (NOTARIZATION AND SEAL) OWEN M. BROWN, ATTORNEY-^IN-FACT APPROVED AS TO FORM OMAR SANDOVAL, CITY ATTORNEY PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On February 28, 2008 before me, Brenda L. Rooster, Notary Public Date Here Insert name and TMe of the Officer personally appeared Robert Bradley NameUIW Signegre-- f who proved to me on the basis of satisfactory evidence to be the person(a) whose name(s) is/are subscribed to the within instrument BRENDA L. ROYSTER and acknowledged to me that he/shekhey executed the same in Commission # 1700922 his/heNthefp authorized capacity(ies), and that by his/hef4heif -� Notary Public -California signature(&) on the instrument the person(s), or the entity upon behalf Riverside Countyof which the person(a)acted, executed the instrument. My Camm.Er�IlesOd26,2010 r I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my and and official eal. Signature ��L4� Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Performance Bond-City of San Juan Capistrano Document Date: Febru�27.20082008 Number of Pages: 3 Signer(6) Other Than Named Above: Owen M. Brown, Attorney-In-Fact Capacity(im)Claimed by Signer(&) Signer's Name: Robert Bradley Signer's Name: o Individual u Individual X Corporate Officer—Title(&): Vice President u Corporate Officer—Title(s ❑ Partner—o Limited ❑ General o Partner—o Limited n neral ❑Attorney in Fact o Attorney in Fact ❑Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Other: ❑ Other: Signer is Representing: Sign Is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 1 County of ORANGE J On 2-27-08 before me, BARBARA J. BENDER, NOTARY PUBLIC ore rrre kn No ataTra r w personally appeared OWEN M. BROWN e1 =Public- BENDER who proved to me on the basis of satisfactory evidence to 1494946 be the Pe�n(� whose names) is/aw subscribed to the EQ.- WCalitornlawithin instrument and acknowledged to me that unty heliSoMy executed the same in hMg0n ki&authorized Jul 13,2008 capaciy(MB), and that by hisiniftir signature(a) on the instrument the person(1$, or the entity upon behalf of which the person(s) acted, executed the instrument. BARBARA J.BENDER Commissiart S 1494946 �. 1 certify under PENALTY OF PERJURY under the laws W Notary Pubk-Caaomla ofthe State of lifomia that e foregoing paragraph is ;- orange � trueand�o to MVComm.EVkWJu113,200BV _ WITNESSd toffici se �Nen ser Abe�a Signature st titue a, OPTIONAL Though me iriomradarr below is not required by law,it may ptgre valuable to persons retying on the document and could prevent fraudulent removal and reattachment of tris form to another document. Description of Attached Document Title or Type of Document: PERFORMANCE BOND NO. 089 03 462 Document Date: 2-27-08 Number of Pages: TWO (2) Signer(s)Other-Th&n Named Above: ALL AMERICAN ASPHALT Capacity(fes)Claimed by Signer(s) Signers Name: OWEN M. BROWN Signer's Name: ❑ Individual ❑Individual ❑ Corporate Officer—Thle(s): ❑Corporate Officer—Thle(s): ❑ Partner—❑limited ❑General El Partner—❑Limited ❑General XSRAftorney in Fact ❑Attorney in Fact ❑ Trustee TOP of Uurb here ❑Trustee Top a thuttb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer is Representing: Signer Is Representing: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 02W7Na41aal Nooq Aswtla*m-S 50De9ob Aw..P.Q. 24 -Chatmrth,CA91313-2402,www.NatormNotW.OM 41 415907 PA0K18:Ca1Tb1Wrea1-9068766927 BOND No. 089 03 462 EXECUTED IN TWO (2) TRT$ Premium included in charge for Performance Bond. LABQR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to: ALL AMERICAN ASPHALT I License No. , hereinafter designated as "Principal", a contract for AHRP REHABILITATION OF DEL OBISPO STREET & JUNIPERQ; and SERRA COADSTPL-5372(009) (CIP No. 408) AND $TPL-5372(910) (CIP No, 415) WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub - contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about .the perforrhance of.the work contracted to be done, or for any work or labor done thereon of any-kind, the surety or this bond will pay the same. NOW, THEREFORE, we ALL AMERICAN ASPHALT Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of ***SEE BELOW DOLLARS ($ ***BEL ow ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. ***ONE MILLION, SIX HUNDRED THIRTY SIX THOUSAND & NO/100ths ($1,636,000.00) DOLLARS THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be.done; or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work, or for any amounts required to be deducted, withheld, and paid over to the EDD from the wages of employees of the contractor and subcontractors pursuant to Section 13020 of the Unemployment Insurance Code with respect to such work, that 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 upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to LM-1 the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees thdt no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed there under. ` As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Executed this 27th day of FEMARY 2008, at ORANGE California. ALL AMERICAN ASPHALT P INCIPAL FIDELITY AND DEPOSIT COMPANY OF MARYLAND Sy: (Notarization and Seal) OWEN M. BROWN, ATTORNEY-IN-FACT APPROVED AS TO FORM Omar Sandoval, City Attorney LM-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On February 28, 2008 before me, Brenda L. Rooster,Notary Public Date Here Insert name and TAIe of the officer personally appeared Robert Bradley Nameloief Signer(w- f who proved to me on the basis of satisfactory evidence to be the BRENDA L. ROYSTER person(s) whose name(s) is/are subscribed to the within instrument Co REND L 1700922 and acknowledged to me that he/sheAhey executed the same in -� Notary Public -California his/perHhelr authorized capacity(ies), and that by his/heNtheir Riverside Countysignature(s) on the instrument the person(s), or the entity upon behalf WComm.ExpIresOc126,2010 r of which the person(&)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS nd official seal. Signaturenaturc Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Labor and Material Bond -City of San Juan Capistrano Document Date: February 27, 2008 Number of Pages: 4 Signer(s) Other Than Named Above: Owen M. Brown, Attorney-In-Fact Capacity(!")Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: o Individual ❑ Individual X Corporate Officer—Title(s): Vice President ❑ Corporate Officer—Title(s): ❑ Partner—c Limited c General c Partner—o Limited o Genera ❑Attorney in Fact o Attorney in Fact o Trustee Top of thumb here ❑Trustee Top of thumb here o Other: o Other: Signer is Representing: Signer epresenting: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 1 County of ORANGE Jy On 2-27-08 before me, BARBARA J. BENDER, NOTARY PUBLIC Date Here Insert Name and TMe of Me Officer personally appeared OWEN M. BROWN Name(s)of Signers) =P�UbHC 'BENDER who proved to me on the basis of satisfactory evidence to 1494946 be the person(*) whose name(*) is/al� subscribed to the California within instrument and acknowledged to me that ounty - he/�j executed the same in hisAartW®r authorized Jul 13,2oo8 capacity(ift), and that by his/Ymillid1W signature(*) on the instrument the person(A$, or the entity upon behalf of which the person(s) acted, executed the instrument. BARBARA J.BENDER Commission#1494946 1 certify under PENALTY OF PERJURY under the laws 01MY Notary Public-California of the State of California that the foregoing paragraph is Orange county true and corre Comm.Expires Jul 13,2008 WITNESS y nd off ici se Signature Place Notary Seal Above Signature OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: LABOR & MATERIAL BOND NO. 089 03 462 Document Date: 2-27-08 Number of Pages: TWO (2) Signers) Other Than Named Above: ALL AMERICAN ASPHALT Capacity(les) Claimed by Signer(s) Signer's Name: OWEN M. BROWN Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—El Limited [] General _ ❑ Partner—❑ Limited ❑ General _ _ _ XXXAttorneyin Fact • ❑Attorney in Fact • ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator Cl Other: ❑ Other: Signer Is Representing: Signer Is Representing: FIDELITY AND DEPOSIT COMPANY OF MARYLAND 02007 National Notary Association-9350 De Soto Ave.,PO.Box 2402-Chatsworth,CA 91313-2402-w NatiooelNotaryorg Item e59W Reorder Call Tick-Free 1-800-816-689 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS:That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland,by WILLIAM J.MILLS,Vice President,and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article Vl,Section 2,of the By-Laws of said Company, are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date h e , dens by nominate,constitute and appoint Owen NL BROWN,of Anaheim,California, its true and Fon act, to make,execute, seal and deliver,for,and on its behalf as surety,and as its act 0al kings,and the execution of such bonds or undertakings in pursuan',. s said Company, as fully and amply,to all intents and purposes, as if t xe d">I[ E edby the regularly elected officers of the Company at its office it Bal re heir r rs . This power of attorney revokes that issued on behalf of Owen M. at ru y ° The said Assistant c at the extract set forth on the reverse side hereof is awe copy of Article VI, Section 2,of the By- ° any,and is now in force. IN WITNESS W ,R OF, the said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of December,A.D.2004. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND '^p ocvof. �'Ojv n By: Eric D. Barnes Assistant Secretary William J. Mills Vice President State of Maryland ss: City of Baltimore On this 27th day of December, A.D. 2004, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came WILLIAM J. MILLS, Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith,that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. „nuu,q UG 1(Aft Maria D. Adamski Notary Public My Commission Expires: July 8,2011 POA-F 012-4160 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I,the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF,I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 27th day of FEBRUARY 2008 Assistant Secretary AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION STATE OF CALIFORNIA, ) RECEIVED )s5. County of Orange ) 2000 FEB -b A II: 38 I am a citizen of the United States and a resident C11 Y C LE i�'K of the County aforesaid; I am over the age of SAN JUAN CAP ISTRANO eighteen years, and not a party to or interested in the above entitled matter. I am the principal clerk of the Capistrano Valley News, a newspaper that has been adjudged to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California,on June 7, 1984, Case No. A-122949 in and for the City of San Juan Capistrano, County of Orange, State of California; that the notice, of which the annexed is a true printed copy,has been published in each regular and entire issue of said newspaper and BIBInro BIDS not in any supplement thereof on the following HolmWOMMnStwu�s� WMAT dates,to wit: (0W iu�om SSrs 1BIS)10 °) NoSw b hereby 9.= that tohoes eCIsITY of Sen Juan January 3,24,2008 Cepi.tleno W. r.caof ed Street d W,IM Bemire. ANRP RehaWlRefion d Del Obispo Road SrPL 53]2 ICIP No.")end STPL 5312(010) CIP No.415)urdd 200 p.m.on 1ha day of FebruerY.2W9 "I certify (or declare) under the penalty of copm ot nw sP•al-"0"' 8fe W file m me CWab once et the CKY of Sen Juan CePWrenn.32 perjurya o AdWJed m'the�nones'Cs mle�a 9 d$75 place- er under the laws of the State of CaliforniaCalifomia beBf� w Sts .Kh Plana end Sp df,{q, that the foregoing is true and correct": m�°" Detect: p.c.mbar 20,2W Executed at Santa Ana,Orange County, IMM R.e. ANAN CITY CLERK California,On CRY oP SAN JUAN CAPISIAAN0 GRAN�ECOUNT',CALIFORNIA 3 Date: January 24,2008 pubfth:_sebanoJB11e°'3,za,zose . Signature Capistrano Valley Ne 625 N.Grand Ave. Santa Ana,CA 92701 (714)796-2209 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: JANUARY 3, 2008 JANUARY 24, 2008 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS —AHRP REHABILITATION OF DEL OBISPO STREET & JUNIPERO SERRA ROAD STPL 5372 (009) (CIP NO. 408) AND STPL 5372 (010) (CIP NO. 415) PROOF OF PUBLICATION: Please fax to: City Clerk's Office, City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 fax (949) 493-1053 telephone (949) 493-1171 f I AUTHORIZED BY. DATE: mber 201\21007 Date of Bid Opening - 02/07/2008 Date(s) notice published - 01/03/20 8 b l I D� Date affidavit received Date notice posted in - 01/03/200 designated posting places NOTICE INVITING BIDS AHRP REHABILITATION OF DEL OBISPO STREET & JUNIPERO SERRA ROAD STPL 5372 (009) (CIP NO. 408) AND STPL 5372 (010) (CIP NO. 41§1 Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the AHRP Rehabilitation of Del Obispo Street & Junipero Serra Road STPL 5372 (009) (CIP No. 408) and STPL 5372 (010) (CIP No. 415) until 2:00 p.m. on the 7`h day of February, 2008. Copies of the Specifications are on file in the City Clerk's office at the City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of $75, plus a charge of $10 for each set of Plans and Specifications mailed. Dated: December 20, 2007 C A E R. MONAHON,91TY CLERK CITY F SAN JUAN CA IST NO ORANGE COUNTY, CAL NIA AHRP REHABILITATION OF DEL OBISPO STREET & JUNIPERO SERRA ROAD STPL 5372 (009) (CIP NO. 408) AND STPL 5372 (010) (CIP NO. 415) NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, un to 2:00 p.m., on the 7th day of February, 2008, receive sealed proposals or bids for AHRP REHABILITATION OF DEL OBISPO STREET FROM AGUACATE ROAD TO 1000 FEET NORTH OF BLUE FIN DRIVE (CIP NO. 408) AND AHRP REHABILITATION OF DEL OBISPO STREET (BETWEEN AGUACATE ROAD AND ALIPAZ STREET,AND BETWEEN CAMINO CAPISTRANO AND ORTEGA HIGHWAY) AND JUNIPERO SERRA ROAD (CIP NO. 415), in accordance with the approved Plans, Specifications,Special Provisions,and the Standard Specifications for Public Works Construction, 2006 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time herein before stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash,cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent (10%) of the total bid amount. The bid check,cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. The City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously.with the execution of the contract,will be required to firnish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the contract price. The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano,will best serve the interests or needs of the City of San Juan Capistrano. A time limit of one hundred twenty(120)calendar days has been set for the completion of the work, from the date of the Notice to Proceed. Construction is expected to start in July 2008 after the Notice to Proceed has been issued by the City. BIDDERS ARE HEREBY NOTIFIED THAT,pursuant to the Labor Code ofthe State of California, conies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. AP-1 Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$75,non-refundable,is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and ub�ipGd by Zeounctembers of the City of San Juan Capistrano and is dated this da200 . CIA TRANO ORANGE COUNTY, CA ORNIA AP-2 32400 PASEO ADELANTO i%, A • MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 ! SAMALLTO (949)493.1171 �b THOMAS W.HR (949)493-1053 FAX • k' m[1AIBAAIFI THOMAS L HRIBAR BIAUISXn (96( MARK NIELSEN www.sanjuancapistrano.org 1776 JOE SOTO DR.LONDRES USO TRANSMITTAL TO: Robert Bradley All American Asphalt P.O. Box 2229 Corona, CA 92878-2229 DATE: March 25, 2008 FROM: Maria Morris, Deputy City Clerk (949) 443-6309 RE: Contract—AHRP Rehabilitation of Del Obispo Street and Junipero Serra Road Thank you for maintaining documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please contact Maria Morris, Deputy City Clerk at (949) 443-6309. If you have questions concerning the agreement, please contact Khoon Tan, Associate Engineer at (949) 443-6353. An original agreement is enclosed for your records. Cc: Khoon Tan, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future C` Printed on 100%recycled paper 3/18/2008 AGENDA REPORT D6 TO: Dave Adams, City Manager FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Award of Contract—Rehabilitation of Del Obispo Street and Junipero Serra Road (CIP No. 408 and 415) (All American Asphalt) RECOMMENDATION By motion, award the contract for the Rehabilitation of Del Obispo Street and Junipero Serra Road Project to the low responsible bidder, All American Asphalt, in the amount of 1,636,000.00, and reject all other bids. SITUATION A. Summary and Recommendation Bids were opened February 7, 2008, for the Rehabilitation of Del Obispo Street and Junipero Serra Road Project. Bids are valid until May 7, 2008, a period of ninety (90) days from the opening date. Staff is recommending that the City Council award the contract to the low responsible bidder, All American Asphalt, in the amount of $1,636,000 and authorize the City Manager to expend an extra 10% ($163,000) in possible additional paving areas if deemed appropriate once the pavement grinding has been affected. B. Background In 2005 the City of San Juan Capistrano was successful in obtaining Arterial Highway Rehabilitation Program (AHRP)funding forthe rehabilitation of Del Obispo Street and Junipero Serra Road (CIP No. 408 and 415). The rehabilitation of Del Obispo Street will be from Aguacate Road to 1,000 feet North of Blue Fin Drive, from Aquacate Road to Alipaz Street, and Camino Capistrano to Ortega Highway. The Junipero Serra Road rehabilitation will be from Camino Capistrano to 1-5 Southbound On/Off Ramps. A 2 inch thick asphalt rubber hot mix (ARHM) overlay will be constructed throughout. Ramps at side street curb returns will be broken out and reconstructed to be in compliance with current Americans with Disabilities (ADA) standards. After overlaying the street, work will include raising manholes, water valve covers and utility covers to grade, cutting traffic signal detector loops and re-striping. Agenda Report March 4, 2008 Page 2 Bids were received as follows: All American Asphalt $1,636,000.00 R.J. Noble Company $1,696,864.41 Hardy & Harper, Inc. $1,770,000.00 Excel Paving Company $1,910,037.65 Imperial Paving $1,970,554.35 Palomar Grading & Paving $2,009,174.52 Chrisp Company and Global Road Sealing were listed as subcontractors with All American Asphalt's bid. COMMISSIONS/BOARD REVIEW RECOMMENDATIONS Commission review is not required for maintenance projects. The City's Environmental Administrator has issued a Notice of Exemption for the project in accordance with the California Environmental Quality Act (CEQA). Caltrans has approved the Preliminary Environmental Studies (PES) Application required for Federal funding. FINANCIAL CONSIDERATIONS Funding of$1,692,000 is provided in account No. 12-63500-4703-408 for this project. A Federal AHRP Grant in the amount of$588,063 also applies for CIP No. 408. For CIP No. 415, there is $1,464,233 in account No. 12-63500-4734-415 with a Federal AHRP Grant of $564,233. NOTIFICATION The following parties received notification of this Council Agenda report: All American Asphalt* R.J. Noble Company* Hardy & Harper, Inc.* Excel Paving Company* Imperial Paving* Palomar Grading & Paving* * Agenda report included. Agenda Report March 4, 2008 Page 3 RECOMMENDATION By motion, award the contract for the Rehabilitation of Del Obispo Street and Junipero Serra Road Project to the low responsible bidder, All American Asphalt, in the amount of 1,636,000.00, and reject all other bids. Respectfully submitted: Prepared by Nasser Abbaszadeh, P.E. Khoon Tan, P.E. Engineering & Building Director Associate Engineer Attachment(s): 1. Location Map 2. Contract THE CITY OF SAN JUAN CAPISTRANO N 41 REHABILITATION OF DEL OBISPO STREET AND JUNIPERO SERRA ROAD STPL 5372 (009 & 010) (CIP NO. 408 AND 415) op, J JUNIPERO SERRA ROAD REHABILITATION DEL OBISPO STREET J, REHABILITATION 40, D L V DEL OBISPO STREET ...... REHABILITATION a 3000 6000 9000 Feet ATTACHMENT 1 CONTRACT This contract is made and entered into by and between •- the CITY A_O,F_-SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and&Aftwcow{�IRN(Thereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non- Collusion Affidavit, the Designation of Sub-Contractors, the Contract, which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of AHRP Rehabilitation of Del Obispo Street from Aguacate Road to 1000 Feet North of Blue Fin Drive (CII' NO. 408) and AHRP Rehabilitation of Del Obispo Street (between Aguacate Road and Alipaz Street, and between Camino Capistrano and Ortega Highway) and Junipero Serra Road (CIP NO. 415) in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a C-1 ATTACHMENT 2 penalty, Two Hundred Fifty Dollars ($250)per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to fumish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which�such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. C-2 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: BY: JOE SOTO,MAYOR BY!"' C RACTOR ZcPff 1 V•�. 4-.2(,7073 LICENSE NO. A-, 0- -f2- CLASSIFICATION ATTEST: Margaret R. Monahan, City Clerk APPROVED AS TO FORM: Omar Sand val, City Attorney C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On February 28, 2008 before me, Brenda L. Rooster,Notary Public Date Here Insert name and Tib or the Officer personally appeared Robert Bradley Namel#Fat Signer( who proved to me on the basis of satisfactory evidence to be the person(s) whose name(&) is/afe subscribed to the within instrument BRENDA L. ROYSTER and acknowledged to me that he/shetthey executed the same in Commission # 1700922 his/herA4;& authorized capacity(ies), and that by his/hefAheif -s Notary Public -California signature(s) on the instrument the person(s), or the entity upon behalf Riverside County of which the person(s)acted, executed the instrument. M/Conm.ErVVW0ct2b,2010 I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my nd and ofi al Signature (V�/ Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,B may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Contract-City of San Juan CaDlstrano Document Date: February 28, 2008 Number of Pages: 4 Signer(s) Other Than Named Above: None Capacity(les)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: o Individual ❑ Individual XCorporate Officer—Ttle(s): Vice President ❑ Corporate Officer—Title(s): ❑ Partner—o Limited c General o Partner—c Limited o General ❑Attorney in Fact u Attorney in Fact •Trustee Top of thumb here ❑Trustee Top of thumb here o Other: ❑ Other: Signer is Representing: Signer is presenting: All American Asphalt 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 (948)4931171 jy SAM ALLEVATO (949)4931053 FAX 1111ORPORRHO THOMAS W.HRIBAR ffRAlllf XfD 1961 MARK NIELSEN www sanjuancapistrano.org 1776 JOE SOTO • • OR LONDRES USO NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:30 p.m. on Tuesday, March 18, 2008 in the City Council Chamber in City Hall, to consider: "Consideration of Award of Contract - Rehabilitation of Del Obispo Street and Junipero Serra Road (CIP No. 408 and 415)(AII American Asphalt)" — Item No. D6. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, March 17, 2008 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Khoon Tan, P.E., Associate Engineer. You may contact that staff member at (949) 443-6353 with any questions. The agenda, including agenda reports, is available to you on our web site: www.san'uancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cityclerkCa)sanivancapistrano.orp. Meg Monahan, MMC City Clerk cc: All American Asphalt*; R.J. Noble Company*; Hardy & Harper, Inc*; Excel Paning Company*; Imperial Paving Cc*; Palomar Grading & Paving*; Nasser Abbaszadeh, P.E., Engineering & Building Director; Khoon Tan, P.E., Associate Engineer * Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future CaPrinted on t00%recycled paper 32400 PASEO ADELANTO ��, I MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i% SAM TO (949)493-1171 �jy.- THOMAS W.HR (949)493-1053 FAX its`' IA[UAIURn1fU THOMAS W HRIBAR BiAIBf XEC 1961 MARK NIELSEN wwwsanjuancapistrano.org 1776 JOE SOTO • DR.LONDRES USO March 20, 2008 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On March 18, 2008, the City Council of San Juan Capistrano met regarding: "Consideration of Award of Contract - Rehabilitation of Del Obispo Street and Junipero Serra Road (CIP No. 408 and 415)(AII American Asphalt)" Item No. D6. The following action was taken at the meeting: Contract for the Del Obispo Street and Juniper Serra Road Project awarded to the low responsible bidder, All American Asphalt, in the amount of$1,636,000.00; and all other bids rejected. If you have any questions regarding this action, please contact Khoon Tan, P.E., Associate Engineer at (949) 443-6353 for more detailed information. Thank you, Megn an, MMC City lark Cc: All American Asphalt*; R.J. Noble Company*; Hardy & Harper, Inc*; Excel Paning Company*; Imperial Paving Co*; Palomar Grading & Paving*; Nasser Abbaszadeh, P.E., Engineering & Building Director; Khoon Tan, P.E., Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future �, Printed on 100°b recycled paper OP 468 vp 4/s Bid Opening Report Bids Opened February 7, 2008 at 2:00 p.m. Project Title Del Obispo & Juni ero Serra CIP 408 & 415 Project Engineer Khoon Tan, Assoc. Eng. Pre Bid Est. Total $1,809,000.00 CIP #408 $884,000.00 CIP #415 $925,000.00 Bidder Bid Amountr,� Bid Bond/Addenda? )1- liardy & Harper , Inc . $ r y, PALP DBA Excel Paving Co $ 73� �( $ �� (3�ODS ( Al) American Asphalt ?A(OOAa 4 Palmar Grading & Paving $ )5, RJ Noble Co 6 Imperial Paving 7. 8. Sign Date cc: City Clerk Staff(3) Project Department (3) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. Page 1 of 1 Christy Swanson From: Khoon Tan Sent: Thursday, December 20, 2007 2:55 PM To: Christy Swanson Cc: Sam Shoucair Subject: CIP 408 & CIP 414 Attachments: Notice Inviting Bids.doc Hi Christy, Attached is a word document pertaining to the NOTICE INVITING BIDS for the CIP 408/415 combined project. The corresponding account numbers are 12-61111-4703-408 and 12-61111-4703-408. Please let me know if this is satisfactory and if you need anything else. The 5 copies of plans and specs will be delivered to you before day's end. Khoon 1/3/2008 12/18/2007 AGENDA REPORT D8 TO: Dave Adams, City Manager FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Approval of Plans and Specifications and Authorization to Receive Bids—Rehabilitation of Del Obispo Street and Junipero Serra Road (CIP No. 408 and 415) RECOMMENDATION By motion, 1. Approve the plans and specifications for the Rehabilitation of Del Obispo Street from Aguacate Road to 1,000 Feet North of Blue Fin Drive, (CalTrans Identification: STPL 5372-009) (CIP No. 408); and, 2. Approve the plans and specifications for the Rehabilitation of Del Obispo Street from Aquacate Road to Alipaz Street, and Camino Capistrano to Ortega Highway; Junipero Serra Road From Camino Capistrano to I-5 Southbound On/Off Ramps, (CalTrans Identification: STPL 5372-010) (CIP No. 415); and, 3. Authorize Staff to receive bids. SITUATION A. Summary and Recommendation Plans and specifications for Rehabilitation of Del Obispo Street and Junipero Serra Road Capital Improvement Projects have been prepared. This federally funded project is subject to final review by Caltrans prior to bidding in order not to jeopardize the federal funding. A copy of the plans and specifications is available for review in the City Clerk's office. A copy has also been placed in the City Council office. B. Background In 2005 the City of San Juan Capistrano was successful in obtaining Arterial Highway Rehabilitation Program (AHRP)funding forthe rehabilitation of Del Obispo Street and Junipero Serra Road (CIP No. 408 and 415). This will continue the rehabilitation of Del Obispo Street where the City partnered with the City of Dana Point to rehabilitate Del Obispo Street to north of Blue Fin Drive in 2005. Agenda Report December 18, 2007 Page 2 For CIP No. 408, the outer 6' of the street will be cold milled (header cut) to allow the overlay to match the existing gutter. A nominal 1.5" thick asphalt concrete leveling course will be provided as needed within the project limits and a 2" thick asphalt rubber hot mix (ARHM) overlay will be constructed throughout. CIP No. 415 will utilize the rehabilitation procedure as described for CIP 408 with portions of roadway to be cold milled to between a 2"to 4"depth.A nominal 2"thick asphalt concrete leveling course will be provided as needed within the project limits and a 2" thick asphalt rubber hot mix (ARHM) overlay will be constructed throughout. Pavement reconstruction on portions of the roadway will also be performed. For both CIP No. 408 & 415, ramps at side street curb returns will be broken out and reconstructed to be in compliance with current Americans with Disabilities (ADA) standards. After overlaying the street, work will include raising manholes, water valve covers and utility covers to grade, cutting traffic signal detector loops and re-striping. COMMISSIONS/BOARD REVIEW, RECOMMENDATIONS Commission review is not required for maintenance projects. The City's Environmental Administrator has issued a Notice of Exemption for the project in accordance with the California Environmental Quality Act (CEQA). Caltrans has approved the Preliminary Environmental Studies (PES) Application required for Federal funding. FINANCIAL CONSIDERATIONS Funding of$1,692,000 is provided in account No. 12-63500-4703-408 for this project. A Federal AHRP Grant in the amount of $588,063 also applies for CIP No. 408. For CIP No. 415, there is $1,464,233 in account No. 12-63500-4734-415 with a Federal AHRP Grant of$564,233.81. NOTIFICATION N/A Plans and Specifications are available in the City Clerk's office and City Council office for review. \ATTACHMENT 1 THE CITY OF SAN JUAN CAPISTRANO J ' REHABILITATION OF DEL OBISPO STREET AND JUNIPERO SERRA ROAD STPL 5372 (009 & 010) (CIP NO. 408 AND 415) JUNIPERO SERRA ROAD REHABILITATION DEL OBISPO STREET REHABILITATION "17 A DEL OBISPO STREET REHABILITATION 0 3000 6000 9000 Feet ATTACHMENT 2 CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS AHRP REHABILITATION OF DEL OBISPO STREET AGUACATE ROAD TO 1000 FEET NORTH OF BLUE FIN DRIVE , FEDERAL PROJECT NO. STPL 5372 (009) (CIP NO. 408) AHRP REHABILITATION OF DEL OBISPO STREET (BETWEEN AGUACATE ROAD&ALIPAZ STREET, AND BETWEEN CAMINO CAPISTRANO TO ORTEGA HIGHWAY), AND JUNIPERO SERRA ROAD FEDERAL PROJECT NO. STPL 5372 (0 10) (CIP NO. 415) Members of the City Council JOE SOTO, MAYOR SAM ALLEVATO TOM HRIBAR MARK NIELSO R�FE99�y1 DRES USO ABBgs�Q��c� z X0. 3 70 = � y EXP iz :5 9 CIVIL DIRECTOR OF E BUILDING NASSER AB ASZADEH SEPTEMBER 2007 ATTACHMENT TABLE OF CONTENTS AHRP REHABILITATION OF DEL OBISPO STREET&JUNIPERO SERRA ROAD STPL 5372 (009)(CIP NO.408)AND STPL 5372(010)(CIP NO. 415) TITLE PAGE CONTRACT DOCUMENTS NoticeInviting Bids.........................................................................................................................1 BidProposal.....................................................................................................................................3 Schedule of Work Items for STPL 5372 (009)................................................................................6 Schedule of Work Items for STPL 5372 (010)................................................................................9 Non-Collusion Affidavit................................................................................................................12 Designationof Sub-Contractors.....................................................................................................13 Instructionsto Bidders...................................................................................................................14 BidBond...................................................................................................................................BB-I PerformanceBond....................................................................................................................P13-1 Labor& Material Bond.............................................................................................................LB-1 CONTRACT Contract........................................................................................................................................0-1 SPECIAL PROVISIONS Workto be Done....................................................................................SP-1 Section I Standard Specifications..........................................................................SP-1 Section2 Terms Defined ......................................................................................I SP-2 Section 3 Flow and Acceptance of Water..............................................................SP-3 Section4 Water......................................................................................................SP-3 Section 5 Insurance and Overhead Costs...............................................................SP-3 Section 6 Protection of Existing Utilities...............................................................SP-3 Section 7 Protection of Private Property................................................................SP-3 Section 8 Construction Zone..................................................................................SP-3 Section 9 Pre-Construction Coordination Meeting.....................:..........................SP-4 i TABLE OF CONTENTS (Continued) AHRP REHABILITATION OF DEL OBISPO STREET&JUNIPERO SERRA ROAD STPL 5372 (009) (CIP"NO. 408)AND STPL 5372(010) (CIP NO. 415) TITLE PAGE SPECIAL PROVISIONS (Continued) Section 10 Project Site Maintenance.......................................................................SP-4 Section 11 Preservation of Survey Monuments.......................................................SP-7 Section 12 Monumentation Identification...............................................................SP-7 Section 13 Categorical Exemption...........................................................................SP-8 Section14 Hours of Work.......................................................................................SP-8 Section 15 Prosecution of Work..............................................................................SP-8 Project Schedule Form................:..........................................................SP-9 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT-STPL 5372(009)(CIP NO.408) Bid Item 1 Mobilization.......................................:...............................................................DS-1 Bid Item 2 Cold Milling......................................................................................................DS-1 Bid Item 3 1-1/2" A.C. Leveling Course............................................................................DS-2 Bid Item 4 Provide and Place Crack Sealant Type"C"......................................................DS-3 Bid Item 5 2"Asphalt Concrete Overlay ...........................................................................DS-3 Bid Item 6 Adjustment of CVWD Valve Boxes to Grade..................................................DS-8 Bid Item 7 Adjustment of Manhole Covers to Grade...................:.....................................DS-8 Bid Item 8 Project Striping and Markings..........................................................................DS-9 Bid Item 9 Inductive Loop Detectors................................................................................DS-10 Bid Item 10 Construct 4" P.C.C. Wheelchair Ramp...........................................................DS-10 Bid Item I I Traffic Control................................................................................................DS-10 Bid Item 12 City Notification Signs...................................................................................DS-11 Bid Item 13 Project Survey.................................................................................................DS-11 Bid Item 14 Offsite Storage of Equipment and Materials ..................................................DS-11 ii TABLE OF CONTENTS (Continued) AHRP REHABILITATION OF DEL OBISPO STREET&JUNIPERO SERRA ROAD STPL 5372 (009)(CIP NO. 408)AND STPL 5372 (010)(CIP NO. 415) TITLE PAGE Bid Item 15 Re-establish Centerline Ties and Monuments................................................DS-12 Bid Item 16 Project Site Maintenance................................................................................DS-12 City Notification Sign Sample........................................................................DS-13 DETAIL SPECIFICATIONS AND METHOD OF PAYMENT STPL 5372 (010)(CIP NO. 415) Bid Item I Mobilization........................................................:...........................................DS-14 Bid Item 2 Unclassified Excavation..................................................................................DS-14 Bid Item 3 Cold Milling....................................................................................................DS-15 Bid Item 4 Varying Thickness Crushed Aggregate Base .................................................DS-16 Bid Item 5 Varying Thickness A.C. Leveling Course......................................................DS-16 Bid Item 6 Crack Sealant Type"C"..................................................................................DS-17 Bid Item 7 2"A.C. Overlay and Varying Thickness A.C. Reconstruction......................DS-18 Bid Item 8 Adjustment of CVWD Valve Boxes to Grade................................................DS-23 Bid Item 9 Adjustment of Manhole Covers to Grade.................... ............................:.....DS-23 Bid Item 10 Project Striping and Markings........................................................................DS-23 Bid Item 11 Inductive Loop Detectors................................................................................DS-24 Bid Item 12 Construction of 4" P.C.C. Wheelchair Ramp.................................................DS-24 Bid Item 13 Traffic Control................................................................................................DS-25 Bid Item 14 City Notification Signs ...................................................................................DS-25 Bid Item 15 Project Survey.................................................................................................DS-25 Bid Item 16 Off-Street Storage of Equipment and Materials.............................................DS-26 Bid Item 17 Centerline Ties and Monuments.....................................................................DS-26 Bid Item 18 Project Site Maintenance................................................................................DS-26 City Notification Sign Samples ......................................................................DS-28 iii TABLE OF CONTENTS (Continued) AHRP REHABILITATION OF DEL OBISPO STREET&JUNIPERO SERRA ROAD STPL 5372 (009)(CIP NO. 408)AND STPL 5372 (010)(CIP NO. 415) FEDERAL REQUIREMENTS TITLE PAGE Federal Requirements for Federal-Aid Construction Projects..................................................FR-1 Required Contract Special Provisions Federal-Aid Construction Contracts ...........................FR-3 Federal Requirement Training Special Provisions ................................................................FR-15 Debarment and Suspension Certification ...............................................................................FR-17 Non-lobbying Certification for Federal-Aid Projects ............................................................FR-18 Disclosure of Lobbying Activities .........................................................................................FR-19 Federal Lobbying Restrictions ...............................................................................................FR-22 General—Required Listing of Proposed Subcontractors and Required Contract Assurance Statement.....................................:.......................................................................FR-22 Disadvantaged Business Enterprise........................................................................................FR-23 DBE Goal for this Contract.................................................................................................... FR-25 Submission of DBE Information ...........................................................................................FR-25 Award and Execution of Contract...........................................................................................FR-27 Beginning of Work, Time of Completion and Liquidated Damages ..................................... FR-27 Subcontractor and DBE Records ...........................................................................................FR-28 Performance of DBE Subcontractors and Suppliers ..............................................................FR-28 DBE Certification Status Change............................................................................................FR-29 Subcontracting .......................................................................................................................FR-30 Prompt Progress Payments to Subcontractors .......................................................................FR-30 Prompt Payment of Withheld Funds to Subcontractors .........................................................FR-30 Local Agency Bidder—DBE Information .........................................................................FR-31 Buy America Requirements.................................................................................................... FR-32 Equal Employment Opportunity Certification ....................................................................... FR-33 Noncollusion Affidavit .......................................................................................................... FR-34 APPENDIX A. PAVEMENT INVESTIGATION REPORTS ...................................................................AP-1 • Pavement Investigation of Del Obispo Street(Paseo de la Paz to 100' N. of Blue Fin Dr.) • Pavement Investigation of Del Obispo Street(Aquacate Road to Paseo de la Paz) • Pavement Investigation of Del Obispo Street(Aquacate Road to Alipaz Street) • Pavement Investigation of Del Obispo Street(Ortega Highway to Camino Capistrano) • Pavement Investigation of Junipero Serra Road(Camino Capistrano to SB I-5 Ramps) B. MODEL MAINTENANCE PROCEDURES ....................................................................AP-2 • Orange County Stormwater Program Construction Runoff Guidance Manual 2006 iv AHRP REHABILITATION OF DEL OBISPO STREET&JUNIPERO SERRA ROAD STPL 5372 (009) (CIP NO.408) AND STPL 5372(010) (CIP NO.415) NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will,up to 2:00 p.m.,on the 7th day of February,2008, receive sealed proposals or bids for AHRP REHABILITATION OF DEL OBISPO STREET FROM AGUACATE ROAD TO 1000 FEET NORTH OF BLUE FIN DRIVE (CIP NO. 408) AND AHRP REHABILITATION OF DEL OBISPO STREET (BETWEEN AGUACATE ROAD AND ALIPAZ STREET,AND BETWEEN CAMINO CAPISTRANO AND ORTEGA HIGHWAY) AND JUNIPERO SERRA ROAD(CIP NO. 415), in accordance with the approved Plans,Specifications,Special Provisions,and the Standard Specifications for Public Works Construction, 2006 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time herein before stated at the City Clerk's Office,San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash,cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent (10%) of the total bid amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contfact has been awarded to him for the work. The City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder,simultaneously with the execution of the contract,will be required to furnish a Faithful Performance Bond equal in the amount of one-hundred percent (100%) of the contract price.The surety bond company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. A time limit of one hundred twenty(120)calendar days has been set for the completion of the work, from the date of the Notice to Proceed. Construction is expected to start in July 2008 after the Notice to Proceed has been issued by the City. BIDDERS ARE HEREBY NOTIFIED THAT,pursuant to the Labor Code of the State ofCalifomia, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. 1 ' Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San-Juan Capistrano,California. Copies of the plans-and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San-Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$30,non-refundable,is required for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding; as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Council members of the City of San Juan Capistrano and is dated this day of , 200_. CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 2 BID PROPOSAL For the: AHRP REHABILITATION OF DEL OBISPO ST. &JUNIPERO SERRA RD. STPL 5372 (009)(CIP NO. 408)AND STPL 5372 (010)(CIP NO.415) From: Contractor, License No. &Classification To the Members of the City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2006 Edition, including all supplements therefore, read the Instructions to Bidders,and is familiar with all.proposal requirements,and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal,amounting to a total.of: _ Words Figures Said amount to include and cover all taxes,the furnishing of all materials,the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction;also,the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. If the contract is awarded,the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work in July 2008,and to diligently prosecute the work to completion before the expiration of ONE HUNDRED AND TWENTY(120) calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work,as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly,nor by implication,agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, 3 then any check or cashier's check shall be returned to the undersigned within thirty(30)days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to enter into a contract within fifteen(15)days after the agreement is delivered to him for signature,or within such further time as maybe granted by the Members of the City Council,then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. Accompanying this proposal is (Insert "$ cash,"cashier's check,certified check or bidder's bond on the forms from pages BB- 1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent (10%)of the total bid. The following is the name and place.of business of the surety company, which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification Signature of Bidder: 4 (If an individual,so state: If a firm or co-partnership;state the firm name and give the names of all individual co-partners composing the firm: President,Secretary,Treasurer,-and Manager there£) Dated: Business Address Dated: Telephone Number Further,the undersigned bidder certifies that he has thoroughly checked the figures set"forth in this proposal,that they are correct to the best of his knowledge and that they constitute his proposal for the work called out herein. Dated: Signature of Bidder Dated: Telephone Number 5 SCHEDULE OF WORK ITEMS AHRP REHABILITATION OF DEL OBISPO STREET AGUACATE ROAD TO 1000 FEET NORTH OF BLUE FIN DRIVE FEDERAL PROJECT NO. STPL 5372(009) (CIP NO.408) The undersigned declares that he has carefidly examined the location of the proposed work,that he has examined the specifications and read the accompanying instructions to bidders,and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below: Construct improvements as reiterated above, located in the City of San Juan Capistrano, in accordance with the specifications for the unit price set forth in the following item(s): Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity (Written in Words) (In Figures) 1 L.S. Mobilization for the lump sum price of dollars. $ $ 2 8,013 S.Y. Cold Mill 0 to 1-5/8"deep for the unit price of dollars per $ $ square yard. 3 1,650 TONS Provide and place 1-1/2" asphalt concrete leveling course for the unit price of dollars per ton. $ $ 4 L.S. Crack sealant 1/8"and greater for the lump sum price of dollars. $ $ 5 5,400 TONS 2" AC overlay for the unit price of dollars per ton. 6 50 EA. Adjust CVWD valve boxes to grade for the unit price of dollars per each. $ $ 7 24 EA. Adjust manhole to grade for the unit price of dollars each. 8a 1,000 L.F. Install 4" Solid White Line per Caltrans Std. Plan A20A for the unit price of dollars per linear foot. $ $ 8b 7,180 L.F. Install 4" Dashed White Line per Caltrans Std. Plan A20A, Detail 9 for the unit price of dollars per $ $ linear foot. 6 Item Approximate Work Items With Unit Price Unit Price Total Amount ovanrity (Written in WgEN (lnFigures) 8c 9,282 L.F. Install Double-Yellow Solid Median Island per Caltrans Std. Plan A2013, Detail 29 for the unit price of $ $ dollars per linear foot. 8d 590 L.F. Install Double-Yellow Dashed Median Island per Caltrans Std. Plan A20B, Detail 32 for the unit price of $ $ dollars per linear foot. 8e 1,810 L.F. Install 8"While Line for Left tum pocket per Caltrans Std. Plan AND, Detail 38 for the unit price of $ $ dollars per linear foot. 8f 152 S.F. Install Pavement Markings,Arrows per Caltrans Std. Plan A24A for the unit price of dollars per $ $ square foot. 8g 902 S.F. Install Pavement Markings, Word per Caltrans Std. Plans A24D and A24E for the unit price of dollars $ $ per square foot. 8h 2,120 L.F. Install 12" Crosswalk or limit line per Caltrans Std. Plan A24E(color as shown) for the unit price of $ $ dollars per linear foot. 8i 10,838 L.F. Install 6"White Line per Caltrans Std. Plan AND, Detail 39 for the unit price of dollars per linear foot. $ $ 8j 1,177 L.F. Install 6"White Line per Caltrans Std. Plan A201), Detail 39A for the unit price of dollars per linear foot. $ $ 8k 136 L.F. Install 4"Yellow Line per Caltrans Std.. Plan A201), Detail 41 for the unit price of dollars per linear foot. $ $ 81 92 L.F. Install 4"White Line per Caltrans Std. Plan AND, Detail 40 for the unit price of dollars per linear foot. $ $ 8m 224 S.F. Install Bike Lane Arrow and Bike Lane Symbol per Caltrans Std. Plans A24A and A24C for the unit price of $ $ dollars per square foot. 7 Item Approximate Work Items With Unit Price Unit Price Total Amount anti (Written in Words) (InFigures) 9 69 EA. Reconstruct inductive loop detectors for the unit price of dollars each. $ $ 10" 30 EA. Reconstruct 4"P.C.C.wheelchair ramp for the unit price of dollars. $ $ 11 L.S. Provide Traffic Control for the lump sum price of dollars. 12 L.S. Provide City notification signs for the lump sum price of dollars. $ $ 13 L.S. Project survey for the lump sum price of dollars. 14 L.S. Off-street storage of equipment and materials for the lump sum price of dollars. $ $ 15 19 EA. Re-establish centerline ties and monuments for the unit price of dollars each. $ $ 16 L.S. Project Site Maintenance for the lump sum price of dollars. Total Bid Price(Enter here and sum totals on Page 8 and Page 11 and enter on Page 3) Words Figures 8 SCHEDULE OF WORK ITEMS ATIRP REHABILITATION OF DEL-OBISPO STREET (BETWEEN AGUACATE ROAD&ALIPAZ STREET,AND BETWEEN CAMINO CAPISTRANO TO ORTEGA HIGHWAY),AND JUNIPERO SERRA ROAD FEDERAL PROJECT NO. STPL 5372(010)(CIP NO. 415) The undersigned declares that he has carefully examined the location of the proposed work, that he has examined the specifications and read the accompanying instructions to bidders,and hereby proposes to do all the work in accordance with said specifications for the amounts set forth below: Construct improvements as reiterated above,located in the Cityof San Juan Capistrano,inaccordance with the specifications for the unit price set forth in the following item(s): Item Approximate Work Items With Unit Price Unit Price Total Amount uanti (Written in Wordsl (ht Fig_es) 1 L.S. Mobilization for the lump sum price of dollars. $ $ Unclassified excavation for street 2 1,237 C.Y. reconstruction for the price of dollars per cubic yard. $ $ 3a 3,855 S.Y. Cold Mill 0 to 1=5%8"deep for the unit price of dollars per $ $ square yard. 3b 6,535 S.Y. Cold Mill existing 27 A.C. pavement for the unit price of dollars per square yard. $ $ 3c 2,230 S.Y. Cold Mill existing 4"A.C. pavement for the unit price of dollars pe"quare uare yard. $ $ 4 Construct varying thickness aggregate 3038 TONS base for the unit price of $ $ dollars per ton. 5 Provide and place asphalt (Type III-132 or Type III B3 PG 64-10)concrete 2369 TONS leveling course in varying thickness for the unit price of dollars $ $ per ton. 6 L.S. Crack sealant 1/8"and greater for the lump sum price of dollars. $ $ 7 2"A.C. overlay for the unit price of 3800 TONS dollars per ton. $ $ 9 Item Approximate Work Items With Unit Price Unit Price Total Amount Quantity {Written inYordsa (Irt Fieures) 8 56 EA. Adjust CV WD valve boxes to grade for the unit price of dollars per each. $ $ 9 23 EA. Adjust manhole to grade for the unit price of dollars each. $ $ 10a 1,415 L.F. Install 4"Solid White Line per Caltrans Std. Plan A20A for the unit price of dollars per linear foot. $ $ 10b 5,334 L.F. Install 4" Dashed White Line per Caltrans Std. Plan A20A,Detail 9 for the unit price of dollars per linear foot. $ $ 10c 5,142 L.F. Install Double-Yellow Solid Median Island per Caltrans Std. Plan A2013, Detail 29 for the unit price of dollars per linear foot. $ $ 10d 1,292 L.F. Install Double-Yellow Dashed Median Island per Caltrans Std. Plan A2013, Detail 32 for the unit price of dollars per linear foot. $ $ 10e 3,082 L.F. Install 8"While Line for Left turn pocket per Caltrans Std.Plan AND, Detail 38 for the unit price of dollars per linear foot. $ $ 10f 732 S.F. Install Pavement Markings, Arrows per Caltrans Std. Plan A24A for the unit price of dollars per square foot. $ $ lOg 842 S.F. Install Pavement Markings, Words per Caltrans Std. Plans A24D and A24E for the unit price of dollars per square foot. $ $ 10h 2,021 L.F. Install 12"Crosswalk or limit line per Caltrans Std. Plan A24E (color as shown) for the unit price of dollars per linear foot. $ $ 10i 2,516 L.F. Install 6"White Line per Caltrans Std. Plan AND, Detail 39 for the unit price of dollars per linear foot. $ . $ I Oj 994 L.F. Install 6"White Line per Caltrans Std. Plan A20D, Detail 39A for the unit price of dollars per linear foot. $ $ 10 Item Approximate Work Items With Unit Price Unit Price Total Amount uanti (Written in Wordss fin Figures) l0k 110 L.F. Install 4"White Line per Caltrans Std- Plan tdPlan AND,Detail 40 for the unit price of dollars per linear foot. $ $ 101 154 S.F. Install Bike Lane Arrow and Bike Lane Symbol per Caltrans Std. Plans A24A and A24C for the unit price of dollars per square foot., $ $ 10m 307 L.F. Install pavement markers and traffic lines per Caltrans Std. Plan A20C, Detail 37B for the unit price of dollars per linear foot. $ $ 11 99 EA. Reconstruct inductive loop detectors for the unit price of dollars each. $ $ 12 25 EA. Reconstruct 4"P.C.C. wheelchair ramp for the unit price of dollars. $ $ 13 L.S. Provide Traffic Control for the lump sum price of dollars. $ $ 14 L.S. Provide City notification signs for the lump sum price of dollars. - $ $ 15 L.S. Project survey for the lump sum price of dollars. $ $ 16 L.S Off-street storage of equipment and materials for the lump sum price of dollars. $ $ 17 17 EA. Re-establish centerline ties and monuments for the lump sum price of dollars. $ $ 18 L.S. Project Site Maintenance for the lump sum price of dollars. $ $ Total Bid Price (Enter here and sum totals on Page 8 and Page 11 and enter on Page 3) Words Figures 11 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) SS. . County of ) being first duly sworn deposes and says that he is of the party making the foregoing bid;that such bid is not made in the interest of or on behalf of any undisclosed person,partnership,company,association,organization or corporation;that such bid is genuine and not collusive or sham;that said 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 said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder; or to fix the bid price of or cost element of such 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 such bid are true; and further, that said bidder has not directly or indirectly,submitted his 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 in connection therewith,to any corporation,partnership,company,association,organization,bid depository,or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said hiddpr in this general business. DATED: SIGNATURE On this the day of 200.before me,the undersigned,a Notary Public in and for said State, personally appeared personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledge that executed it. WITNESS my hand and official seal. Notary Public in and for said State 12 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section.4100-4107 of the Government Code of the State of California as amended,the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid,and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general,contractor only. Item of Work Sub-contractor License No. Address Phone &Classification 1. 2. 3. 4. 5. 6. 7. 8. BIDDER'S NAME AUTHORIZED SIGNATURE 13 INSTRUCTIONS TO BIDDERS Securing Documents Plans,Specifications and other contract documents will be available for examination without charge and copies may be secured in accordance with the "Notice Inviting Bids." Examination of Plans, Specifications and Site of Work The bidder is required to examine the site of work, the Proposal, the Plans and the Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2006 Edition including all supplements, very carefully. He shall satisfy himself as to the character, quality and quantities of the work to be performed, the materials to be furnished and the requirements of the Contract Documents. The plans for the work show conditions as they are believed to exist,but it is not to be inferred that all the conditions as shown thereon are actually existent,nor shall the City of San Juan Capistrano or any of its officers or agents be liable for any loss sustained by the contractor as a result of any variance between conditions shown on the plans and actual conditions revealed during examination or progress of the work. The submission of a proposal shall be prima facie evidence that the bidder has made such an examination. Interpretation of Drawings and Documents If any bidder should find discrepancies in, or omissions from the drawings, specifications or other proposed contract documents,or if he should be in doubt as to the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth,or if the Engineer discovers errors,omissions,or points requiring clarification in the drawings or documents, a written addendum will be mailed to each person to whom a set of contract documents has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. Addenda or Bulletins The effect of all addenda to the contract documents shall be considered in the bid and said addenda shall be made a part of the contract documents and shall be returned with them. Before submitting his bid, each bidder shall inform himself as to whether or not any such addenda have been issued, and failure to cover in his bid any such addenda issued may render his bid invalid and result in its rejection. Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or corporation who has submitted a sub-proposal to a bidder,or who has quoted prices on materials to a bidder,is not hereby disqualified from submitting a bid in his own behalf. 14 Proposals Bids to receive consideration shall be in accordance with the following instructions: A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be property filled out;bid prices shall be stated both in words and in figures; and the signatures of all persons signing shall be in longhand. Where there is a conflict in the words and the figures, the words shall govern. B. All prices and notations must be in ink or typewritten. No erasures will be permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the bid. C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral,telegraphic or telephonic proposals or modifications will be considered. D. The City of San Juan Capistrano may require any bidder to fiunish a statement of his experience,financial responsibility,technical ability,equipment and references properly and fully filled out. E. Each bidder shall list his proposed sub-contractors on the form accompanying the proposal in accordance with the provisions of the.specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten percent(10%) of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will in good faith enter into such contract and furnish the required bonds. The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or bond, and the money represented thereby,shall remain the property of the City of San Juan Capistrano and,if the bidder shall fail to execute said contract, said surety will pay to the City of San Juan Capistrano'the damages which the City of San Juan Capistrano may suffer by reason of such failure not exceeding the sum often percent(10%)of the amount of the bid. A bid received and not accompanied by such cashier's check, certified check or approved bond shall be rejected. G. Bids shall be delivered to the City of San Juan Capistrano at the location stipulated on or before the day and hour set for the opening of bids, as hereinbefore specified in the"Notice Inviting Bids." Bids shall be enclosed in a sealed envelope bearing the title of the work,the name of the bidder,bid opening date and time of bid opening. Licensing of Contractor All persons, firms, partnerships or corporations shall be licensed in accordance,with the Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. 15 Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City of San Juan Capistrano will,in open session,publicly open,examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of ninety(90)days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the ninety(90) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the"Notice Inviting Bids."The City of San Juan Capistrano,however,reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. The bidder to whom the award is made shall execute two copies of the written contract with the City of San Juan Capistrano and furnish the stipulated bonds,insurance and bid breakdown within fifteen (15)days after the bid opening date. The.contract shall he made in the form adopted by the City of San Juan Capistrano. The release of the successful bidder's surety deposit,as previously stipulated (page 4), shall be made upon the City of San Juan Capistrano's acceptance of the Labor and Materials Bond and the Faithful Performance Bond. If the bidder to whom the award is made fails to enter the contract as herein provided,the award may be annulled and an award may be made to the next lowest responsible bidder;and such bidder shall fulfill every stipulation embraced herein, as if he were the party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing the contract and bonds for the corporation is duly authorized to do SO. Bonds The successful bidder, simultaneously with the execution of the Agreement, will be required to furnish a Labor and Material Bond in a sum not less than one hundred percent(100%)of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent(100%)of the amount of the contract.Said bonds shall be secured from a surety company selected from the surety companies set forth in the standard specifications. Bonds must be submitted on the forms contained in these specifications. Time Performance The work shall be commenced as to be stipulated in the Notice to Proceed and shall be diligently prosecuted until completion. The bidder's attention is directed to the specifications as to provisions 16 r for extension of time of completion and/or assessment of liquidated damages. Assignment of Contract No assignment by the Contractor of any contract to be entered into hereunder or any pArt thereof,or of funds to be received thereunder by the Contractor, will be recognized by the awarding authority unless such assignment has had prior approval of the awarding authority and the surety has been given notice of such assignment in writing and has consented thereto in writing. Workmen and Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of,San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." Construction Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. The Contractor will be required to execute a no fee City Encroachment Permit for construction work under this contract. This Encroachment Permit does not satisfy the requirement for transportation permits for overload or overweight vehicles. The Contractor shall contact the Engineering Division for issuance of these permits, which will be issued no fee. 17 i n "� 13i0MiD - KNOW ALL MEN SY 'l'HESP-MOSAN S*tMt-we, as P1fi1 OPAL, and . as Y' METY1 hereinafter called Suroty, are held and firmly bound unto the City OF SAN 3UAN CAPdSMANO, Oblke% hereinafter called City, In the sum of S i for payment where9f Principal and Swrety bind themselves, their heilrs, exeeutor3g admlds successors anti as ��, ► signs, jointly and severally, fairly by these presents, THE COMMON Of TM$ ev SjLlGATpN 4 such that whereas the principal has submitted the accompanying bid dated . 19 . for.the-construction of fix the City of San 3uan Capistrano,Orange County, California. NOW, THEREFORE, If the Principal shall not withdraw said bid within thirty(30) days after the opening 9fsame, and shall„ within fifteen (1.1) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid :as accepted, and if the principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of.said bid within the periods specified, or the failure to enter into said contract and give seld bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City. the difference between the amount specified in said bid and the amount .for which-the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise Co remain in full force and Virtue. Further, as a part of the obligation secured hereby, and In addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees,kmatrred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. BB-1 IN WITNESS WH90,5M, the above-beundeht p&ties have executed this instrument Under their sewal seals this �T day of -- -• 19. the game and . corporate :seal of each r&MArate.party being affXod berets and these presents duly Aped by its urW*rsigned repr'esarhtatthre pursuant to authority of Its goy erihiAg body. Two Witnesses Ili Individual) _3: p` - 6Y; Title: �^ ATTEST (Ta Ccrporu ati) Corporate Seal SURETY ATTEST BY: Tide: Title APP 0 AS TO PORl1A; hn Shaw, Cttyy ttorncy BB-2 PEHEgBMM ffQNQ 1OWALL Ill BY`THESE PRESBM' - That asPril tal,hereinatt rosiled L2C3MRACTOR, and as Surety,hersinmer o w SURETY, am b*I end 1ht bound Unto ftakyorganam Capistrano,as Obligee, hershuftet ctegierril fes; in the annatt!of: . ldctlara tot'pint who totll' otdr and Surety bind themseltres,their heirs, exeWtM%aCInMISWOM suvicessc M and assigns. jointly and severally,U*by these p ts, WHEREAS, Co"butor has by men agneemerft dated entered into a{deagment}; whteh contract is by relkmw a made a part hereof; NOW THEREFORE, the cond+tian of:his obligation is such fast, if lel shall proVW and faithfully perform said agreement,then this Obligation$W be null and void; otherwise it shall remain in frill force and effect Suretac waives whatever legal right it may have to require that a demand be trade first against the principal in the event of default BE IT FURTHER RESOLVED,that 1; As a W o f the of gation secured Hereby, and in addition to the,faoe amouunt specified, there shall be included costs and reasonable eVenses and few Induling reaspnabte attorrWs foes, incurred by City in stressfully ertfoo tg such oNoillon,all to be taxed as costs and included in any judgment rendered. PB-1 1AI8 vo no0o of MW Stmh t om, adension Of Om obmOom, or mdncaftw of the at Califcrttla. _ PRINCIPA APPROVeD AS TO FORM (NOTARI7ATION AND SEAt) JO . 'R.'SHAW, CITYATTORNr:Y SURETY (NOTARIZATION AND SEAL] PB-2 Pan !faded I NON All MEN l3Y THM PRMNTS:That V411 1 REM, the.City of t;;an.Tuan Cqplsbww, a muniicipal cmpoMoon,of�e Creunty; CCafdarrr*has od to L:.it . hansinati6sr d a4`Prirreipai`, a ax1traot for arra WHEIMAS.said Priripel is.required to fu ll a bond in candeWen With the said ooh providag-thatif said Wit, or arty of his orits sub-corrtrac g,shall fad to pay for any mate, provisioris.pWAnder or other suppAw or teems used in, upon,for or about the peftmarice of the work contracted to be ilone, or for any work_or labor clone thereon ofany load, the suer or this gond wig pay the same. NOW,THEREFORE, we Principal, and as surety, are held firmly txxmd unto the My of San Juan ono, a nnmidpai UNPOration, in the penal sum of DOLLARS 1, bed money of the Uisted mates ofAmeoca,for payment;ttf`~ sum wed" and truly to be made we hind ourselves, our heirs, -executors, administrators and suvicessars,jointly and severalfyr,firmty by*mse preser>t5. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators,su0cessons orassom, or sub-contractus, shad'fail to pay or any materiels, provisions,pnomWsr, or teamst or other supplies or eqo pmw*used in, upon, for or about the performance of the work contracted to be tions,or for any work or labor done thmeon of any kind,or for amounts due Wider the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5,, Chapter 3 of the Government Code of California,as amended, that the surety will pay for ttfe same IdArt amount not exceeding the sum sgRcified in this bond and also,in case suit is brought upon.the bond; areasMati le attorr s fee to 6e f xed by Molt This bond shad inure to-the benefit of any and all persons, owpwiies and entitled to file claims under said act, so as'to give a right of acto to alar wassigns in any suit brought upon this bond. FURTHER, .the said surety, for value received, trereby stipulates and agrees that no change, extension of time, aMaGgp or modificafion of the contract 40cornents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it doves herebywsalve notice of any such change, Wden cion of time; akwa6on or modification Of the contract documents or of work to be pertonrred thereunder. LB-1 Aa a part of pWA WuMd tweby, and in 900on io the % amount spWfled #WeWk- ll tie a n d msts old _ and i9W including . . hr's hwh, hon%4 byAD . : �In such s�laliga�on,alf�ta#�d + �in eny IN uffi l I' B4 it #de k of#bb imhmut, each of shall fid` ll lis be daeMed an a etre W.t bWn 6*1 OWWWI by ft Nnc and sur*her*named.a7 the of 19 'The name and ompaate seal af'400h *Xpor*o p r b" WroW a$usst acrd two& .pmts duly s'ign9d I* its onde rs0W pert to auft* of f ernin9 body. PRINCIPAL By SU12M APPROVED AS TO FOIW jot4N SHAW. GTPA oRNEY' LB-2 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST.CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit,the Designation of Sub-Contractors,the Contract,which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2006 Edition, including all Supplements, Contract Bonds,Resolutions adopted by the CITY pertaining to the work,insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation,and supplies necessary to perform and complete in good and workmanlike manner the construction of AHRP Rehabilitation ofDel Obispo Street from Aguacate Road to 1000 Feet North of Blue Fin Drive(CIP NO.408)and AHRP Rehabilitation of Del Obispo Street(between Aguacate Road and Alipaz Street,and between Camino Capistrano and Ortega Highway)and Junipero Sena Road (CIP NO. 415) in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work-in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred Fifty Dollars($250)per calendar day for each day delayed;provided that extensions C-1 of time with waiver of liquidated damages,may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California,on forms approved by the CITY. The Performance Bond shall be for an amount ofone hundred percent (100%)of the amount of this contract and shall be conditioned on full and complete performance of the contract,guaranteeing the work against faulty workmanship and materials for a period of one(1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent(100%)of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing.this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, dies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations,are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano,California,and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he,or any SUB-CONTRACTOR under him,shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned,hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; C-2 $500,000 injury to one person/any one occurrence/not limited to contractual period; $1,000,000 injury to more than one person/any one occurrencetnot limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever,the CITY shall be notified by registered mail,return receipt requested,giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than thirty(30)days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons,damage to property as a result of,or arising out of,or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include,but are not limited to, the stipulation that eight (8)hours labor constitute a legal day's work and CONTRACTOR shall,as a penalty to CITY,forfeit Twenty-five Dollar ($25) for each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight(8)hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. C-3 IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: BY: JOE SOTO,MAYOR BY: CONTRACTOR LICENSE NO. CLASSIFICATION ATTEST: Margaret R. Monahan, City Clerk APPROVED AS TO FORM: John Shaw, City Attorney C-4 CITY OF SAN JUAN CAPISTRANO AHRP REHABILITATION OF DEL OBISPO STREET&JUNIPERO SERRA ROAD STPL 5372 (009)(CIP NO. 408)AND STPL 5372 (010)(CIP NO. 415) SPECIAL PROVISIONS WORK TO BE DONE The work consists of cold milling asphalt concrete, removal of asphalt concrete, asphalt concrete overlay, full depth asphalt concrete replacement, and curb ramp construction J modifications; protection and adjustment of utilities; traffic control and construction of traffic striping and markings. SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard SRecifications for Public Works Construction 2006 Edition, hereinafter referred to as the Standard Specifications and CalTrans Standard Plan A-88. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified,errata and supplements to the Standard Specifications shall be part of these specifications. The provisions of the Standard Specifications shall be modified as indicated below: Change 1: Contract Termination "If at any time,in the opinion of the Director of Engineering and Building,Contractor fails to supply suitable equipment,an adequate working force,or material of proper quality,or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract,as directed by the Director of Engineering and Building, within the time specified in such notice,the City of San Juan Capistrano, in any such case, shall have the power to terminate all or any portion of the contract. Upon receiving notice of such termination, Contractor shall discontinue said work or such parts of it as the City of San Juan Capistrano may designate. Upon such termination, the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized representative, may take possession of all or any part of the Contractor's materials, tools, equipment, appliances, and plant, and buy such additional materials and supplies at the Contractor's expense as may be necessary for the proper conduct of the work and for completion thereof,or may employ other parties to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City of San Juan Capistrano may deem proper;or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties,who will be liable therefore. In the event of such termination,all money due the Contractor retained under the terms of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price,arising from the suspension of the operation SP-1 of the contract and the completion of the work by the City of San Juan Capistrano as provided above,and the.Contractor will-be credited with any surplus remaining after all just claims for such completion have been paid." Change 2: Section 7-13 -Laws to be Observed Add: "All contractors and subcontractors shall comply with all sections of the Municipal Code of the City of San Juan Capistrano, especially Section: 6-3.06(b),(c),(d) and (e) and shall secure the services of the City's exclusive solid waste hauler for their solid waste handling needs." Change 3: Section 8 -Facilities for City Personnel Delete this Section. Change 4: Section 2-9.3 - Survey Services The Contractor will perform and be responsible for the accuracy of survey adequate for construction. The Contractor shall preserve construction survey stakes and marks for the duration of their usefulness. If any construction survey stakes are lost or disturbed and need to be replaced, such replacement shall be by the Contractor at his expense. The Contractor shall dig all holes necessary for line and grade stakes. Unless otherwise specified, stakes will be set and stationed by the Contractor for curbs, headers, sewers, storm drains,structures and rough grade and a corresponding cut or fill to finished grade(or flow line) indicated on a grade sheet. Change 5: Section 7-10.2 -Storage of Equipment and Materials in Public Streets. Construction equipment and materials shall not be stored in streets, roads, highways or public right-of-way. All materials or equipment not installed or used in construction within the daily work period shall be stored elsewhere by the contractor at its expense. Construction equipment shall not be stored at the work site before its actual use on the work. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets, roads, highways or public right-of-way. After,placing backfill, all excess material shall be removed immediately from the site. SECTION 2 -TERMS DEFINED Whenever in the said Standard Specifications the following terms are used,it is hereby provided that the following City departments or person shall be intended: AGENCY shall mean City of San Juan Capistrano whenever appropriate. BOARD shall mean the City Council of the City of San Juan Capistrano. ENGINEER shall mean City Engineer or other person(s)designated by same. SP-2 SECTION 3 -FLOW AND ACCEPTANCE OF WATER Surface or other waters may be encountered at various times during construction. The Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his bid accordingly. It shall be the sole responsibility of the Contractor to protect his work from danger due to any waters encountered. Should any damage to the work due to surface or other water occur prior to.acceptance of the work by the City,the Contractor shall repair such damage at his expense. SECTION 4- WATER Water will be available from the.Capistrano Valley Water District. Arrangements for temporary construction water services permit and water service may be made by contracting the Capistrano Valley Water District at (949) 493-1515 one week prior to need for service. All water facility construction shall conform to the"Standard Specifications,"Capistrano Valley Water District,and "The Uniform Plumbing Code" 2006 Edition. SECTION 5 - INSURANCE AND OVERHEAD COSTS The Contractor shall receive no direct compensation for insurance and overhead(move-in costs,for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. SECTION 6-PROTECTION OF EXISTING UTILITIES(UNDERGROUND SERVICE ALERT) The Engineer has endeavored to show all existing utilities. The Contractor must,however,take all due precautionary measures to protect all of the existing utilities. The Contractor shall have all utilities located by contacting the responsible agency at lease 48 hours prior to commencing any construction work. The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT(USA). USA member utilities will provide the Contractor with the locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other utility phone numbers are noted on Sheet 1 of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work,and no additional compensation will be allowed therefore. SECTION 7 - PROTECTION OF PRIVATE PROPERTY The Contractor must remain within the construction zone to the best of his ability. The Contractor must protect all existing private property. SECTION 8 - CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone,and all property and facilities within the construction zone, which are shown on the plans to be protected. After completion of project, the construction zone shall be clean and in a presentable condition. All public-or privately-owned improvements and facilities shall be restored to their original-condition SP-3 And location. In the event improvements of facilities are damaged,they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any public street, way or parking area during performance of the contract work, and Contractor shall conduct his operations so as not to interfere with the authorized work of utility companies or other agencies in such streets,way or parking areas. The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances,restrictions and other limitations affecting transportation and ingress and egress to the site of the work. SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commencement of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this meeting is to coordinate the activities of the Contractor within the limits of this contract, review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the number of working days required to complete each phase of the project. This schedule shall be approved by the City Engineer prior to the start of construction. SECTION 10 -PROJECT SITE MAINTENANCE Water Pollution Control. No person shall commence or continue any construction project in the CITY that causes the disturbance of existing ground by clearing,grading,saw cutting,or excavating without obtaining a permit from the CITY. The CONTRACTOR shall be informed regarding, and shall adhere to, the requirements of the State Water Resources Control Board and the San Diego Regional Water Quality Control Board(RWQCB). All work shall be performed in accordance with: I. The National Pollutant Discharge Elimination System(NPDES)General Permit for Storm Water Discharges Associated with Construction Activity(General Permit) (when applicable), Water Quality Order 99-08-DWQ,NPDES No. CAS000002 and subsequent modifications,which can be found on the internet at: http://www.waterboards.ca.gov/storrnwtr/construction.htrnl 2. The Waste Discharge Requirements for Discharges of Urban Runoff from the Municipal Separate Storm Sewer Systems(MS4s)Water Quality Order No. R9-2002-0001, NPDES NO. CAS0108740; and any subsequent modifications thereof, The following requirements shall apply to all projects undergoing construction in the CITY. The requirements set forth below shall apply at the time of demolition of an existing structure or construction. 1. The CONTRACTOR shall implerrient of an effective combination of erosion and sediment controls, waste and materials management controls, and other BMPs, as required to minimize SP-4 transport ofpollutants from the site to streets,drainage facilities or adjoining propertyby wind or runoff,to the maximum extent practicable. If the Engineer determines that the CONTRACTOR'S measures are not adequate, the CONTRACTOR shall provide whatever additional measures are required to achieve compliance. 2. The CONTRACTOR shall designate a qualified person who is trained and competent in the use of Best Management Practices (BMP's) and who shall be on the site daily, although not necessarily full time,to evaluate the conditions of the site with respect to storm water pollution prevention. This person shall ensure the implementation ofthe conditions ofthe City of San Juan. Capistrano, the Contract Documents, the City's Local water quality ordinance (www.sanjuancapistrano.org),and other State and local regulations and ordinances with respect to control of erosion, sediment and other forms of water pollution, as well as other waste management regulations. Further, this person shall be responsible for monitoring weather and implementation of any emergency plans as needed. The weather shall be monitored on a five-day forecast plan and a full BMP protection plan shall be activated when a 40% chance of rain is forecasted. This person shall also be responsible for overseeing the general project operations and evaluating the effectiveness of the BMP's. This person shall modify the BMP's as necessary to keep the project site in compliance. This person or other designated site management staff shall be responsible to inspect the BMP's routinely and ensure maintenance measures are implemented. 3. The CONTRACTOR shall educate all employees, subcontractors, and suppliers about storm water BMPs and water pollution controls required during various construction activities to prevent the impact of construction discharges. The CONTRACTOR shall ensure that all personnel are trained in basic urban runoff management. A list of attendees and copies of the educational materials shall be kept on_file-at the site and submitted to the Engineer at the conclusion of each training session;upon request. 4. The CONTRACTOR shall protect with BMPs,such as gravel bags and filter fabric or other BMP approved by the CITY, all new and existing storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges,or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a construction site.No water from washing vehicles on a construction site is allowed to run off into the CITY'S storm drain system, including the streets and gutters. 6. The CONTRACTOR shall prevent any discharge of concrete rinse water,saw cutting and cold milling materials,and other pollutant into a stormwater conveyance facility with physical barriers. Polluted discharges are prohibited from entering the storm drain system,including the streets and gutters. 7. Any sediments or other materials,which are not retained on the site shall be removed the same day prior to leaving the site.Where determined necessary by the Engineer or his or her designated representative,a temporary sediment barrier shall be installed. 8. On an emergency basis only,plastic covering may be utilized to prevent-erosion of an otherwise unprotected area, along with runoff devices to intercept and effectively convey the runoff to the storm drain system after elimination of contaminants. These measures cannot be used for a duration longer than 48 hours unless specifically approved by the CITY. SP-5 9. Drainage controls shall be utilized at all project locations. Nuisance flow resulting from landscaping and irrigation runoff(if applicable)shall be retained on-site the extent of proposed construction activities. 10. CONTRACTOR shall refer to and be familiar with the most recent edition of the Construction BMP Handbook, produced and published by the California Stormwater Quality Association at www.caBMPhandbooks.com. This document can be used for specific guidance on selecting best management practices for reducing pollutants in storm water discharges from construction activities. 11. Littering. No person shall throw, deposit, place, leave,maintain, keep or permit to be thrown, deposited,placed,left or maintained or kept,any refuse,rubbish,garbage,broken concrete,or any other discarded or abandoned, articles or accumulations,in or upon any street, alley, sidewalk, storm drain,inlet,catch basin conduit or drainage structure,business place,or upon any public or . private plot of land in the CITY, so that the same might be or become a pollutant, except in containers,recycling bags,or other lawfully established waste disposal facilities. 12. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater,all BMPs that are installed in the curb and gutter,in front of or on a storm drain catch basin,or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede drainage.This does not relieve the CONTRACTOR'S obligation to prevent silt, sediment, or any other pollutant from entering the storm drain system as a result of work activities. 13. During the dry season (May 1 through September 30 each year), the CONTRACTOR shall inspect at least weekly all pollutant control measures installed to mitigate construction activities during the dry season. For the duration of the project,the CONTRACTOR shall submit,with each progress payment request, documentation that these pollutant control measures were inspected,including detailed inspection reports. 14. During the rainy season (October 1st through April 30th each year), the CONTRACTOR shall inspect at least daily all pollutant control measures,and inspect before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall implement special maintenance measures as required to meet all requirements at CONTRACTOR'S expense. At the conclusion of any rain event,the CONTRACTOR shall immediately repair all pollutant control measures. For the duration of the project, the CONTRACTOR shall submit,with each progress payment request,documentation that these pollutant control measures were inspected, including detailed inspection reports,and a list of BMP's that were found to be inadequate. 15. The CONTRACTOR shall perforrn routine maintenance of all pollution control measures continuously for the duration of the project. The CONTRACTOR shall implement special maintenance measures before and after every rain event and every 24 hours during any prolonged rain event. The CONTRACTOR shall maintain and repair all pollutant control measures as soon as possible after the conclusion of each rain event as worker safety allows. For the duration of the project, the CONTRACTOR shall submit, with each progress payment request,documentation that these pollutant control measures were maintained,including detailed inspection reports,work orders on daily routine work and special maintenance work that was performed, and a list of BMP's that were found to be inadequate. SP-6 The CONTRACTOR shall monitor the project site for unmitigated non-stormwater discharge 24 hours and day, 7 days a week,'throughout the duration of the project construction. If an unmitigated non- stormwater discharge leaves the project site at any time,the CONTRACTORshall immediately stop all the activity causing the discharge and mitigate the discharge. The CONTRACTOR shall also immediately notify the Engineer of the discharge. As soon as practical, any and all waste material, sediment,debris or other pollution from any discharge shall be removed from the drainage system by the CONTRACTOR The CONTRACTOR shall adhere to reporting requirements as identified in the General Permit for Construction Water Quality Order 99-08-DWQ,NPDES No.CAS000002. Whenever an authorized inspector has reasonable cause to believe that there exists on the construction site any condition, which constitutes an impact to human or environmental health(as defined in the CITY's stormwater program),or if CONTRACTOR is notified of required corrections and does not correct in the amount of time providedand/or violation ofthe provisions of the requirements herein,the permit will cause to be in effect, and all construction works on the site shall be terminated at the CONTRACTOR'S expense. The CONTRACTOR shall conform to all Stormwater control BMPs designated by the Engineer,in accordance with the recommendations and specifications set forth in the Stormwater NPDES,and as outlined herein in this Contract Document. SECTION 11 -PRESERVATION OF SURVEY MONUMENT Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professional Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that prior to construction monuments are to be referenced in the field and"Comer Records"prepared for filing in the Office ofthe County Surveyor. It also mandates that after construction,monuments are to be reset and"Comer Records" filed with the County Surveyor. This must be done'prior to certifying completion of a project. The City requires monumentatioh preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414. Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to,the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. SECTION 12 -MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor or civil engineer setting it,each number to be preceded by the letters"LS."or"R.C.E.,"respectively,as the case may be or,if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag,which will assist in the tracing, or location of the survey records, which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. SP-7 , SECTION 13 -CATEGORICAL EXEMPTION The project has been granted a Programmatic Categorical Exclusion(PCE)subject to the measures stated in the Categorical Exemption. The Contractor shall allow in his bid all costs necessary to comply with these measures. SECTION 14-HOURS OF WORK 1. AHRP Rehabilitation of Del Obispo Street From Aguacate Road To 1000 Feet North Of Blue Fin Drive, Federal Project No. STPL 5372(009)(CIP No. 408): Hours of work shall be 8:30 am. through 2:30 p.m. 2. AHRP Rehabilitation of Del Obispo Street (between Aguacate Road & Alipaz Street, and between Camino Capistrano&Ortega Highway),and Junipero Serra Road,Federal Project No. STPL 5372 (0 10) (CIP No.415): a. Hours of work shall be 8:30 a.m. through 2:30 p.m. for work on Del Obispo Street between Aquacate Road &Alipaz Street. b. Hours of work shall be 9:00 p.m. through 5:00 a.m. for work on Del Obispo Street between Camino Capistrano & Ortega Highway, and Junipero Serra Road, SECTION 15 -PROSECUTION OF WORK 1. AHRP Rehabilitation of Del Obispo Street From.Aguacate Road To 1000 Feet North Of Blue Fin Drive, Federal Project No. STPL 5372(009)(CIP No. 408): a. No work is to be started that cannot be completed by 2:30 p.m.All work phases shall be cleaned up and temporary striping reestablished daily. The street shall be in good condition over the weekends. 2. AHRP Rehabilitation of Del Obispo Street (between Aguacate Road & Alipaz Street, and between Camino Capistrano to Ortega Highway),and Junipero Serra Road,Federal Project No. STPL 5372 (010) (CIP No. 415): a. The areas requiring reconstruction will be done in stage, using full depth asphalt reconstruction, replacing in one night the full extent removed. There should be no daytime period when these areas of roadway are not available. b. No work is to be started that cannot be completed by 5:00 am.All work phases will be cleaned up daily with temporary striping reestablished daily.Street shall be open to thin traffic during non-work hours. SP-8 _ .: _ - - - � .. .. � .� .. . . . , .. . __ _ --����i�l���®iii --�����o�������a� CITY OF SAN JUAN CAPISTRANO AERP REHABILITATION OF DEL OBISPO STREET AGUACATE ROAD TO 1000 FEET NORTH OF BLUE FIN DRIVE FEDERAL PROJECT NO.STPL 5372.(009)(CII'NO.408) DETAIL TECHNICAL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEMS , Each respective bid item as shown on the proposal form shall comply with the respective section of the most current edition of Standard Specifications for Public Works Construction,its supplements, and any other publication as specified or listed in the General Conditions. BID ITEM NO.1- MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4,Mobilization, of the Standard Specifications. The maximum price for this item shall not exceed'five(5)percent of the total contract price at the time of award. PAYMENT Payment for mobilization shall be at the contract LUMP SUM price and shall be payable as follows for each payment upon approval of the Engineer: a. Payment of fifty(50)percent(less retention) of the contract lump sum bid price for mobilization at the first progress payment. b. Payment of seventy-five(75)percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base:bid earned to date, not including the amount earned for mobilization, is thirty(30)percent or more of the contract base bid amount; and c. Payment to one hundred (100)percent(less retention) of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date, not including the amount earned by mobilization, is fifty(50)percent or more of the contract base bid amount. BID ITEM NO. 2- COLD MILLING A.C. HEADER CUTS BY THE COLDPLANER METHOD(Hereinafter referred to as"cold milling"). The workmanship,materials, and equipment necessary to complete the work as required shall conform to Section 302-5.2 of the Standard Specifications. The Contractor shall remove existing A.C. street pavement by cold milling and hauling away, a 6 foot wide tapered surface, (1-5/8"deep at the lip of gutter or A.C.joins to 0"deep 6' feet away from such joining surfaces)to provide for placement of a minimum of 2" A.C. resurfacing at the joint and full 2" inches at 6 feet away from the following locations: a) Adjacent to existing P.C.C. gutters,or curb if no gutter exists. b) Adjacent to existing P.C.C. cross gutters. AP-1 EQUIPMENT The planning machine shall be self-propelled and built specifically for grinding flexible pavements. It shall plane without tearing or gouging the underlying surface, and blade material into a window. The machine shall consist of a 72" minimum width cutting drum with carbide tip teeth.Drum lacing patterns shall permit a grooved or smooth surface finish, as selected by the Engineer,and the drum shall be totally enclosed in a shroud to prevent discharge of any loose material into adjacent work areas. A 0"to 3"deep cut to predetermined grade may be required on one pass.The machine shall be adjustable as to crown and depth by tilting the drum axis. A dust suppression system with a 700-gallon minimum water storage capacity and two high-pressure spray bars with spiral nozzles shall be standard equipment. The equipment shall be demonstrated to have been operated successfully on similar work completed prior to award of the contract.The equipment shall meet or be lower than current standards set by the AQMD for noise and air pollution. AUXILIARY EQUIPMENT Loaders and trucks of approved size, type and number suitable for hauling the planed materials shall be provided. METHODS The Contractor shall famish one or more planning machines operated by experienced personnel. The surface tolerances produced so that a ten-foot straight edge laid laterally will indicate variances of less than %2 inch. Removal shall consist of(1)planning and cutting the pavement to form a keyway header cut or full width re-grading,plus (2)removing the loosened material.No aggregate shall remain on the project at the end of each working day except as might be accepted for base at the approval of the Engineer. Aggregate material loosened and directed to be removed shall become the property of the Contractor and be disposed off-site. The Contractor shall provide temporary asphalt for all lanes of traffic and drive approaches wherever the depth of the cut exceeds 1". All costs associated with the aforementioned shall be included in the unit price and no additional compensation will be allowed. PAYMENT Payment for the work to be performed and paid for will be the actual number of SQUARE YARDS completed, regardless of depth, as measured on site. The payment for accepted quantities as measured will be made at the contract unit price for cold milling. The unit price bid for this item shall include all labor,materials and equipment required for the removal of existing bituminous pavement by,cold milling in the locations shown on the plans. All costs associated with hauling away the cold milled material shall be included in the unit price bid and no additional compensation will be allowed. The Contractor shall take care during cold milling not to disturb the areas where trenches cut in the roadway were repaved. BID ITEM NO. 3- ASPHALT CONCRETE LEVELING COURSE Class of asphalt concrete to be used for leveling course shall be TYPE III B2 or TYPE III B3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. CONSTRUCTION All work shall conform to Section 302.5 of the Standard Specifications for Public Works Construction. The work shall further consist of preparing the existing street surfaces prior to AP-2 paving. Such work shall include controlling nuisance water,sweeping, watering,and removing loose and broken asphalt concrete-pavement and foreign material as specified in the Standard Specifications and these SpeciaYFechnical Provisions and as required by the City Engineer. PAYMENT The contractor shallinclude all costs for crack sealing in the ASPHALT LEVELING COURSE. Payment for this item shall.be made of the contract unit price bid per TON and shall include all costs associated with labor,equipment,surface preparation,sweeping,rock dust blotter material,traffic control and incidentals needed to complete the work.No separate measurement and payment will be made for asphalt tack coat. No additional compensation shall be allowed. BID ITEM NO. 4- PROVIDE AND PLACE CRACK SEALANT TYPE "C" The work under this item shall include asphalt crack sealant Type"C" 1/8"or greater, which shall be placed after cold milling and prior to leveling course paving per the Standard Special Provisions. EOUIPMENT Router Shall be so designed to follow random cracks accurately and in accordance with the requirements of the Specifications and current environmental agency standards. Compressor An air compressor capable of a minimum of 85 to 150 cfm with a special sand for blowing and in accordance with current environmental agency standards,shall be used to blow all loose vegetation and debris. Asphalt-Rubber Sealant Machine Shall have an oil jacketed pump beat transfer oil circulation system with a minimum capacity of 200 gallons and an agitation system.There shall be a positive pumping system on the machine. The machine shall have a minimum melting capacity of 100 gallons per hour. PAYMENT The unit price for this item shall be per LUMP SUM and shall include all necessary labor and materials. BID ITEM NO. 5 - 2" ASPHALT CONCRETE OVERLAY SECTION 600—MODIFIED ASPHALTS, PAVEMENT AND PROCESSES 2"Thick (full street width) Asphalt-Rubber Hot Mix shall be placed to the limits shown on Contract Plans. The following subsections are hereby added to the Standard: 600-1.1 REQUIREMENTS 600-1.1 General: Delete second, fourth, fifth and sixth sentences. 600-1.2 Mix Designs and Certifications. Revised first sentence as follows: The contractor shall furiiish to the Engineer a mix design and sample of all materials to be used at least 15 working days before Asphalt-Rubber Hot mix is scheduled to be placed. AP-3 600-2.5 CRUMB RUBBER MODIFIED(CRM)BINDERS AND PAVEMENTS WET PROCESS 600-2.5 Crumb Rubber Modified Hot-Mix Asphalt(CRM-HMA)Wet Process 600-2.5.4 Compositions and Grading. Add the following: Unless otherwise indicated on the Plans or in theses Special provisions, Asphalt-Rubber hot mix shall be class ARHM-GG-C. 600-2.6 Asphalt-Rubber Hot mix-Gap Graded(ARHM-GG).Add the following: Crumb rubber Modified Asphalt Concrete-Gap Graded(CRUMAC-GG)per 6004 of these Special provisions or Tire Modified Asphalt Concrete(TMAC)per 600-5 of these Special Provisions may be substituted for Asphalt-Rubber hot mix-Gap Graded(ARHM-GG)wherever ARHM-GG is specified on the Plans or in these Specifications. 600-4 CRUMB RUBBER MODIFIED (CRM)BINDERS AND PAVEMENTS DRY PROCESS 6004.1 Crumb Rubber Modified Asphalt Concrete-Gap Graded(CRUMAC-GG) 600-4.1.1 General CRUMAC-GG shall be the product of mixing mineral aggregate,asphalt binder, and CRM at a central mixing plant and c--shall conform to 203-6 and 60071.2,except as modified herein. 600-4.2 Materials. 600-4.2.1 Asphalt-Rubber.Asphalt-Rubber shall consist of a combination of Paving Grade Asphalt per 203-1 and Crumb Rubber modifier per 600-4.2.2. The proportions of the two materials, by weight shall be 82:L 2 percent paving asphalt and 18 t 2 percent CRM. 6004.2.2 Crumb Rubber Modifier(CRM).The crumb rubber shall be granulated or ground from whole passenger and/or semi and truck-tires at ambient temperatures. Heavy equipment tires shall not be used. Uncured or devulcanized rubber is not acceptable, and may not be used. The crumb rubber shall not be elongated or hair-like in shape, and individual particles shall not be greater than 1.6 mm(1/16 inch)in length. The crumb rubber shall be free of contaminates, including fiber, metal and mineral matter, to the following tolerances: a. The fiber content shall be less than 0.2%by weight. b. The crumb rubber shall be free of metal particles. Metal embedded in rubber particles will be allowed.The amount of mineral contaminate allowed shall not exceed 0.30%by weight. c. The crumb rubber shall be dry with moisture content of less than 0.75%. The crumb rubber supplier shall famish a written certification of compliance with the aforementioned specifications and as shown in Table 600-4 (A). TABLE 6004 A) CRUMB RUBBER GRADATION PERCENT PASSING SIEVE SIZE (by weight) TOLERANCE 2.00 mm o. 10) 100 - 1.18 mm (No. 16) 40-60 + 10% 600 lm o. 30) 10-20 ±7% 300 Im o. 50 25 t 5% _ 150 µm.(No. 100) 8 ±3% AP-4 60043 Composition and Grading.Crumb Rubber Modified Asphalt Concrete—Gap Graded (CRUMAC-GG)will be designated by-class, i.e;_CRIIMAC-GG-C and shall conform to the requirements of this subsection and Table 600-4(B)of these Specifications. CLASS SIEVE SIZE CRUMAC-GG-B CRUMAC-GG-C CRUMAC-GG-D MIN-MAX MIN-MAX MIN-MAX 25.0 mm 1") 100 - -- 19.0 mm(3/4") 90-100 100 -- 12.5 mm 1/2") -- 90-100 100 9.5 mm 3/8" 60-75 78-92 78-92 4.5 mm o. 4 28-42 28-42 2842 2.36 mm o. 8 15-25 15-25 15-25 600 m(No. 30) 5-15 5-15 5-15 75 m o. 200 0-5 2-7 2-7 % Asphalt -Rubber Binder by 7.5-8.4 7.5-8.7 7.5-8.7 Weight of Dry Aggregate Air Void%Calif. Test 367 2-5 2-5 2-5 Stabilometer Value Min. Calif.Test 25 25 25 304 and 366. Voids in Mineral Agg.Percent Min. 16 16 . 16 600-4.4 Mix Designs and Certifications.The optimum binder content for CRUMAC-GG mixes shall be determined by California Test Method 367,except that Step 2 regarding surface flushing shall not be used. Voids shall be substituted in selecting the optimum binder content at 2% minimum to 5%maximum air voids as approved by Engineer. Compaction shall be in accordance with California Test Method 304. The contractor shall furnish to the Engineer a complete mix design and samples of all materials to be used at least 15 working days before construction is scheduled to begin per 600-1.2. 600-4.5 Proportioning. Proportioning shall conform to 203.6.5, except that proportioning of CRM shall be performed using an automatic batching system and the only manual operation required for proportioning of all materials shall be the single operation of a switch or starter. The CRM feeder system shall be able to deliver CRM to the mixture at an accuracy of 0.1% of the total weight of mix. The Contractor shall submit to the Engineer, in writing,the method proposed to deliver the CRM to the mixture. The method and equipment proposed for use shall be so designed and accessible that the Engineer can visually observe the materials being incorporated in the mixture. All weighing and metering devices used in the production of CRUMAC shall be calibrated in accordance with California Test 109 or to the satisfaction of the Agency. When batch-type plants are used, the CRM shall be proportioned by weight. When continuous pfants are used, the systems provided shall maintain positive interlock between the flow of CRM, asphalt binder and aggregate. 600-4.6 Mixing. Mixing shall conform to 203.6.6, except that the aggregate and the CRM shall be combined and mixed thoroughly for a minimum of 5'seconds, prior to introducing the asphalt binder. The asphalt binder, aggregate, and CRM shall be mixed for a minimum of 75 second. If the Engineer determines that the mixture is not thoroughly blended or that the aggregate is not fully coated with binder;the mixing time shall be increased. The temperature of the mix at AP-5 discharge shall be a minimum of 161°C(320°F)and a maximum of 177°C(350°F). 6004.7 Distribution_and Spreading. Distribution and spreading shall conform to 600-2.6.2. 6004.8 Rolling. Rolling shall conform to 302-5.6, except that breakdown rolling shall begin immediately behind the paver and shall be completed before the temperature falls below 141'C(285°F)measured immediately in front of the roller. Pneumatic rollers shall not be used. 600-5 TIRE MODIFIED ASPHALT CONCRETE (TMAC) 600-5.1 General.Tire Modified Asphalt Concrete(TMAC) shall be the product of mixing mineral aggregate and an asphalt-rubber binder at a central mixing plant. 600-5.2 Materials.TMAC shall be designated by class,i.e., TMAC-C, and shall conform to the requirements in this subsection. 600-5.2.1 Asphalt.The asphalt binder to be mixed with the aggregate'shail consist of asphalt cement having a minimum of 10%ground fire rubber. The finished asphalt binder compositions shall be smooth and homogeneous. The tire rubber material shall be totally incorporated into the asphalt cement yielding a finished product of singular composition.The asphalt binder shall be designated as MAC-IOTR with properties,conforming to Table 600-5.2 (A)below. TABLE 600-5.2 (A) MAC-10TR Properties Test Method No. Requirements TESTS ON ORIGINAL ASPHALT: Minimum Recycled Tire Rubber Content, % CERTIFICATION 10.0 Penetration, at 25°C,0.1 mm, 100 grams, 5 sec ASTM D5 40-60 Penetration, at 4°C, 0.1 mm, 200 grams, 60 sec, Min ASTM D5 20 Dynamic Viscosity, at 60°C(140°F), Poise, Min. ASTM D2171 5000 Kinematic Viscosity, at 135°C(2750F), Centistokes,Max. ASTM D2170 1000 Flash point, Cleveland Open Cup, °C(°F), Min. ASTM D92 232 (450) Softening Point, °C (°F),Min. ASTM D36 53 (127) Solubility in Trichloroethylene, %, Min. ASTM D2042 97.5 TESTS ON RESIDUE FROM RTFO PROCEDURE: Penetration, at 25°C,0.1 mm, 100 grams, 60 sec ASTM D5 20-40 Penetration, at 4°C, 0.1 mm, 200 grams, 5 sec, Min ASTM D5 14 Dynamic Viscosity, at 60°C(140°F), Poise, Min. ASTM D2171 20,000 Kinematic Viscosity, at 135°C(275°F), Centistokes, Max. ASTM D2170 1500 Percent of original Penetration, at 25°C, 0.1 mm, 100 grams, 5 sec, Min. ASTM D5 50 600-5.2.2 Aggregate. Coarse aggregate shall be crushed rock conforming to 200-1.2. AF-6 600-5.2.3 Mineral Filler.Mineral filler shall conform to 203-6.2.3. 600-5.3 Tire Modified Asphalt Concrete Mixtures. 600-5.3.1 Combined Aggregates.Combined aggregates, after all processing except the adding of asphalt and mineral filler, shall have a minimum sand equivalent of 50 when tested by Calif. Test 217. 600-5.3.2 Composition and Grading.The grading of the combined aggregates shall conform to Table 600-2.5.4(A).percentages for the combined gradings, within the specified limits, shall be of such uniformity that the materials passing the indicated sieves during any one day's run will not exceed the following maximum variations. 4.75"mm(No.4) Sieve=6 percentage points 600 µm(No. 30) Sieve=5 percentage points 75 µm (No. 200) Sieve=3 percentage points The gradations in the above tabulations represent the limits which shall determine the suitability of aggregate for use from the sources of supply. The aggregate, as finally selected, shall have a gradation within the limits designated in the tabulations and shall not vary from the low limit on one sieve to the high limit on the adjacent sieve or vice versa,but shall be uniformly graded from coarse to fine and shall conform to ASTM C 136 and C 117 or Calif. Test 202. All classes of TMAC shall conform to the following requirements shown in Table 600-5.4 (A): TABLE 600-5.4 (A) Properties Requirements %Asphalt Binder by Weights of Dry Aggregate 4.8-5.6 Air Voids % Calif. Test 367 2-5 Stabilometer Value per Calif. Test 304 and 366,Min. 25 Voids in Mineral Agg. Percent, Min. 15 600-5.4 Aggregate Storing, Drying and Screening.Aggregate storing, drying and screening shall conform to 203-6.4. 600-5.5 Proportioning.Proportioning shall conform to 203-6.5. 600-5.6 Mixing. Mixing shall conform to 203-6.6. 600-5.7 Storage. Storage shall conform to 203-6.7. 600-5.8 Mix Designs and Certifications. Mix designs and certifications shall conform to 600- 2.5.5. 600-5.9 Distribution and Spreading. Distribution and spreading shall conform to 602.6.2. 600-5.10 Rolling. Rolling shall conform to 600-2.6.3. 600-5.11 Rock Dust Blotter. Rock dust blotter, if so required by Engineer, shall conform to 600-2.6.4. AP-7 TEST REPORTS AND CERTIFICATION All testing shall be done by the City.Prior to delivery of each shipment of Asphalt-Rubber Hot Mix to the job site, the contractor shall request 24 hours in advance, for any testing and certification to be done by the City insuring the conformity of the materialand its integral components with the prescribed requirements. The test reports, signed by the City's Inspector or Deputy Inspector, shall certify that the product delivered conforms to the specifications for the type and grade indicated.The certified test reports and the testing required in connection with the reports shall be at no cost to the contractor. The vendor supplying the material will deliver to the purchaser with certified copies of the test reports, indicating the name of the vendor, type and grade of the asphalt-rubber hot mix delivered, delivery ticket number,purchase order number and result of specified test conducted by the City's Inspector or Deputy Inspector. PAYMENT Payment for Asphalt-Rubber Hot Mix complete in place will be made at the contract unit price bid per TON. The contract price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved, complete as detailed and as specified in these Special Provisions. BID ITEM NO. 6- ADJUSTMENT OF CVWD VALVE BOXES TO GRADE The work for this bid item shall include removing and replacing with new valve box, removing and replacing with new 8"diameter PVC SDR 35 valve well material and setting all existing CVWD water valve boxes to grade within the area to be surfaced, per Capistrano Valley Water District Standard Plan W13. PAYMENT The unit price bid per EACH for adjusting CVWD valve boxes to grade shall include all labor, materials, tools and equipment necessary to carry out the work and no additional compensation shall be made therefore. BID ITEM NO. 7- ADJUSTMENT OF MANHOLE COVERS TO GRADE The work for this bid item shall include setting all existing sewer and storm drains, manhole frames and cover sets to grade within the area to be surfaced. It shall be the responsibility of the Contractor to locate all manholes prior to doing any work and have them dimensioned from two known points. PAYMENT The unit price bid per EACH adjusting manhole frames and cover sets to grade shall include all labor, materials, tools, and equipment, as well as traffic control, and no additional compensation will be made therefore. AP-8 BID ITEM NO. 8 fa-m) - PROJECT STRIPING AND MARIINGS Striping shall conform to Section 84,"Traffic Stripes and Pavement Markings"and Subsection 84-2,"Thermoplastic Traffic Stripes and Pavement Markings";of the Standard Specifications (State of California, Business,Transportation and Housing Agency,Department of Transportation, May 2006) and these Special Provisions. The street shall not be left untaped over any weekend period. The Contractor shall complete the traffic striping as shown on the striping pians. Raised pavement markers shall conform to Section 85, "Pavement Markers" of the Standard Specifications (State of California, Business,Transportation and Housing Agency, Department of Transportation, May 2006), and shall be of type as called for on the plans. Pavement legends shall conform to Agency stencils. Stripes and pavement legends shall be reflectorized. STRIPING AND APPURTENANCES Thermoplastic SWping, Markings, Markers and Appurtenances. Thermoplastic Traffic Pavement Striping, Legends, Markings, and Appurtenances shall conform to Sections 84 and 85, and be applied per Section 84-2.04 and 85-1.06 of the Standard Specifications, and other applicable CALTRANS Details, and to the satisfaction of the City Engineer. The layout of all work to be applied shall be inspected and approved prior to painting. Any work applied without prior ap rn oval of the layout is subiect to removal and replacement at the Contractor's expense. The Contractor shall use thermoplastic paint, conforming to Section 84-2, "Thermoplastic Traffic Stripes and Pavement Markings"of the Standard Specifications. Thermoplastic shall be used on cross-walks, arrows, legends and Appurtenances. All striding details include RPM'S per Caltrans Standard Details. Contractor shall remove all conflicting lines,markings and pavement legends by wet sandblasting. Sandblasting debris shall be captured in accordance with the requirements of Section 10,Project Site Maintenance, in the contract Special Provisions. 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 %z" in 50' from the alignment shown on the plans. PAYMENT Payment for Bid Item No. 8, Project Striping and Markings, shall be at the contract unit price bid per UNIT (linear or square foot, as designated by Schedule of Bid Items 8a-8m), which shall be full compensation for furnishing all labor,materials, equipment, tools and incidentals and no additional compensation shall be made therefore. AP-9 ° 1 BID ITEM NO. 9- INDUCTIVE LOOP DETECTORS The work for this item shall include the construction of the round inductive loop detectors shown on the plans in accordance with Section 86 of the Standard Specifications;State of California Department of Transportation,May 2006 Edition. PAYMENT Payment for placing a traffic signal loop will be made at the contract unit price for installing EACH loop detector including associated wiring and splicing to existing lead-in cable in place complete, and shall include all labor,material,tools and equipment and no additional compensation shall be made therefore. BID ITEM NO. 10- CONSTRUCTION OF 4" P.C.C. WHEELCHAIR RAMP Construction of wheelchair ramp shall include saw cutting and removal of existing P.C.C. sidewalk, curb and gutter.The contract unit price shall include full compensation for furnishing all labor, materials,tools, equipment, transportation, incidentals, and for doing all the work involved, complete as detailed and as specified in these Special/Technical Provisions. Handicap Ramp shall be constructed per CalTrans Standard Plan A88A. PAYMENT Payment for construction of wheelchair ramp will be at the contract UNIT PRICE PER WHEEL-CHAIR RAMP and shall include all costs for removals, excavation, sub-grade preparation, compaction, saw cutting and disposal of removed material in the unit price and no additional compensations will be allowed for the aforementioned. BID ITEM NO. 11- TRAFFIC CONTROL The Contractor shall provide traffic control plans(prepared by a registered Traffic Control Engineer) to the City for review and approval prior to issuance of any Encroachment Permit and beginning work. The Contractor shall provide and maintain traffic control devices during the construction of the project. Access driveways and side streets must be maintained at all times. In addition to those provisions of Section 7-10 of the Standard Specifications for Public Works Construction(Green Book)dealing with Public Convenience and Safety,the following requirements are included as contract specifications: All warning and regulatory signs, lights and devices used for the protection of the public on the project shall conform to those described in the current issue of the 2006 MUTCD (or most current) and the State of California Manual of Warning Signs, Lights and Devices for use in Performing Work Upon Highways as required by Section 21400 of the California Vehicle Code. BICYCLISTS AND PEDESTRIANS Bicyclist and pedestrian routes shall be addressed as part of the submitted traffic control plans. AP-10 PAYMENT . The LUMP SUM price for Bid Item No. IT shall include all labor,materials,tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefore. BID ITEM NO. 12- CITY NOTIFICATION SIGNS One week prior to construction, the contractor shall provide and erect City notification signs at locations shown on the plans or marked in the field and agreed by the engineer.The signs shall be removed within one week of completion of construction.The City will provide a black and white Xerox copy of the City logo from which the contractor shall make a stencil(s)for making signs. The stencil(s)shall become the property of the City. (Sample on Page DS-13). PAYMENT The LUMP SUM price for this item shall include all labor,materials,tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefore. BID ITEM NO. 13- PROJECT SURVEY The work for this item shall consist of project survey by a licensed engineer or surveyor and certification of construction to the required line and grade. The contractor shall ensure that the intent of the design will be met by checking existing construction elevations for compatibility with the proposed construction. Any discrepancies shall be reported to the engineer for review. PAYMENT The LUMP SUM price for this item shall include all labor, materials, tools, and equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. BID ITEM NO. 14- OFF-STREET STORAGE OF EQUIPMENT AND MATERIALS The work for this item shall consist of complying with the modified requirements of Section 7- 10.2 of the Standard Specifications for Public Works Construction(Green Book), Storage of Equipment and Materials in Public Streets, as shown in Section 1 of these contract Special Provisions. PAYMENT The LUMP SUM price for this item shall include all labor,materials,tools, and equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. AP-11 BID ITEM NO. 15- RE-ESTABLISH CENTERLINE TIES AND MONUMENTS The work for this item shall consist of the re-establishing of centerline control ties and monuments by a Registered Civil Engineer or licensed surveyor removed, disturbed or covered during the course of construction. BID ITEM NO. 16-PROJECT SITE MAINTENANCE The work for this item shall consist of complying with the requirements of Section 10, Project Site Maintenance, in the contract Special Provisions. PAYMENT The UNIT price for this item shall include all labor, materials, tools, and equipment necessary to carry out the work, as specified.and.no additional compensation shall be made therefore. Measurement and Payment Full compensation for furnishing all labor, materials, tools, equipment, incidentals, for doing all work involved in stormwater and erosion control practices; achieving and maintaining compliance with all applicable regulations,as applicable;and for doing all work involved in the implementation of an effective combination of erosion and sediment controls, waste and materials management controls, and other BMPs,as required to prevent transport ofpollutants from the site to streets,drainage facilities or adjoining property by wind or runoff, to the maximum extent practicable shall be included in the lump sum price as set forth in the Bid Schedule for STORMWATER POLLUTION CONTROL/ BMPS (Bid Item No. 16). No additional compensation will be allowed. AP-12 Your City Dollars At Work Rehabilitation of Del Obispo Street Alipaz Street to 1000 ft North of Blue Fin Drive Proposed Completion — (date) 200_ CITY NOTIFICATION SIGN 1. Black letters on beige background 2. 5,_0„ x 3>_0„ 3. Single post mounted AP-13 CITY OF SAN JUAN CAPISTRANO AHRP REHABILITATION OF DEL OBISPO STREET (BETWEEN AGUACATE ROAD &ALIPAZ STREET,AND BETWEEN CAMINO CAPISTRANO& ORTEGA HIGHWAY),AND JUNIPERO SERRA ROAD FEDERAL PROJECT NO.STPL 5372 (010) (CH'NO.415) . DETAIL TECHNICAL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM NO.1- MOBILIZATION Mobilization shall conform to the provisions of Section 9-3.4, Mobilization of the Standard Specifications. The maximum price for this item shall not exceed 5 percent of the total contract price at the time of award. PAYMENT Payment for mobilization shall be at the contract LUMP SUM price and shall be payable as follows for each payment upon approval of the Engineer: d. Payment of 50 percent(less retention)of the contract lump sum bid price for mobilization at the first progress payment. e. Payment of 75 percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date, not including the amount earned for mobilization, is 30 peicent or more of the contract base bid amount; and f. Payment to 100 percent(less retention)of the contract lump sum bid price for mobilization when the monthly partial payment estimate of the base bid earned to date, not including the amount earned by mobilization, is 50 percent or more of the contract base bid amount. BID ITEM NO. 2- UNCLASSIFIED EXCAVATION 300-1.3.1 Removal and Disposal of Materials, General. The following is hereby added to this subsection of the Standard Specifications: Removals will consist of the excavation associated with asphalt concrete improvements and the cold mining thereof as shown on the Plans. All materials removed will be lawfully disposed of at a site secured by the contractor.The contractor will make effort to recycle excavated and demolition materials. The contractor will provide the Engineer with a letter indicating the final disposition of all excavated and demolition materials from the project within five(5)working days after project completion. No excavated or demolition materials will be left in the public right of way during non-working hours. This item shall include the removal and disposal of all material to the lines and grades indicated on the contract plans and specifications and shall conform to Section 300-1, 300-2 and 300-3 of the Standard Specifications.This item shall also include any saw cutting that may be required to AP-14 remove and dispose the existing P.C.C. curb and cross gutter. PAYMENT Payment for Bid Item No. 2 will be made by the CUBIC YARD based on field measurements. The contract price shall include full compensation for furnishing all labor,materials, tools, equipment, transportation and incidentals for doing all involved, complete as detailed and as specified in these Technical Provisions. BID ITEM NO. 3 (a-c) - COLD MILLING A.C. HEADER CUTS BY THE COLDPLANER METHOD (Hereinafter referred to as "cold milling"). The workmanship,materials, and equipment necessary to complete the work as required shall conform to Section 302-5.2 of the Standard Specifications. The Contractor shall remove existing A.C. street pavement by cold milling and hauling away: Item (a): A 6 foot wide tapered surface, (1-5/8" deep at the lip of gutter or A.C.joins to 0"deep 6' feet away from such joining surfaces)to provide for placement of a minimum of 2"A.C. resurfacing at the•joint and full 2" inches at 6 feet away from the following locations: c) Adjacent to existing P.C.C. gutters, or curb if no gutter exists. d) Adjacent to existing P.C.C. cross gutters., Item : A 2" in depth, full width of the street surface. See contract plans and construction notes. Item(c): A 4" in depth, full width of the street surface. See contract plans and construction notes. Equipment The planning machine shall be self-propelled and built specifically for grinding flexible pavements. It shall plane without tearing or gouging the underlying surface,and blade material into a window. The machine shall consist of a 72" minimum width cutting drum with carbide tip teeth. Drum lacing patterns shall permit a grooved or smooth surface finish, as selected by the Engineer, and the drum shall be totally enclosed in a shroud to prevent discharge of any loose material into adjacent work areas.A 0" to 3"deep cut to predetermined grade may be required on one pass. The machine shall be adjustable as to crown and depth by tilting the drum axis. A dust suppression system with a 700-gallon minimum water storage capacity and two high- pressure spray bars with spiral nozzles shall be standard equipment. The equipment shall be demonstrated to have been operated successfully on similar work completed prior to award of the contract. The equipment shall meet or be lower than current standards set by the AQMD for noise and air pollution. Auxiliary Equipment Loaders and trucks of approved size, type and number suitable for hauling the planed materials AP-15 shall be provided. Methods The Contractor shall furnish one or more planning machines operated by experienced personnel. The surface tolerances produced so that a ten-foot straight edge laid laterally will indicate variances of less than%z inch. Removal shall consist of(1)planning and cutting the pavement to form a keyway header cut or full width re-grading,plus(2)removing the loosened material. No aggregate shall remain on the project at the end of each working day except as might be accepted for base at the approval of the Engineer. Aggregate material loosened and directed to be removed shall become the property of the Contractor and be disposed off-site. The Contractor shall provide temporary asphalt for all lanes of traffic and drive approaches wherever the depth of the cut exceeds 1". All costs associated with the aforementioned shall be included in the unit price and no additional compensation will be allowed. PAYMENT Payment for the work to be performed and paid for will be the actual number of SQUARE YARDS completed, regardless ofdepth, as measured on site. The payment for accepted quantities as measured will be made at the contract unit price for cold milling and hauling away. The unit price bid for this item shall include all labor, materials and equipment required for the removal of existing bituminous pavement by cold milling in the locations shown on the plans. All costs associated with hauling away the cold milled material shall be included in the unit price bid and no additional compensation will:be allowed:The Contractor shall take care during cold. milling not to disturb the areas where trenches cut in the roadway were repaved. BID ITEM NO. 4- VARYING THICKNESS CRUSHED AGGREGATE BASE This items shall include all CAB to be placed under new A.C. Pavement, required place compacted base material to achieve the design grades per Contract Plans. The material to be used shall be crushed aggregate base conforming to Section 200-2.2 of the Standard Specifications. See Unclassified Excavation for the required subgrade preparation and compaction. PAYMENT Payment for construction of CAB, complete in place shall be made at the contract unit price bid per TON. The above contract price shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals for doing all involved, complete as detailed and as specified in these Technical Provisions. BID ITEM NO. 5- CONSTRUCT VARYING THICKNESS A.C. LEVELING COURSE Class of asphalt concrete to be used for leveling course shall be TYPE III B2 or TYPE III PG 64- 10 complying with Section 400 of the Standard Specifications for Public Works Construction, AP-16 latest edition. CONSTRUCTION All work shall conform to Section 302.5 of the Standard Specifications for Public Works Construction. The work shall finther consist of preparing the existing street surfaces prior to paving. Such work shall include controlling nuisance water, sweeping,watering,and removing loose and broken asphalt concrete pavement and foreign material as specified in the Standard Specifications and these.SpeciaYrechnical Provisions and as required by the City Engineer. PAYMENT The contractor shall include all costs for crack sealing in the ASPIIALT LEVELING COURSE. Payment for this item shall be made at the contract unit price bid per TON and shall include all costs associated with labor,equipment,surface preparation,sweeping,rock dust blotter material,traffic control and incidentals needed to complete the work.No separate measurement and payment will be made for asphalt tack coat. No additional compensation shall be allowed. BID ITEM NO. 6- PROVIDE AND PLACE CRACK SEALANT TYPE "C" The work under this item shall include asphalt crack sealant Type"C" 1/8"or greater, which shall be placed after cold milling and prior to leveling course paving per the Standard Special Provisions. EQUIPMENT - Router Shall be so designed to follow random cracks accurately and in accordance with the requirements of the Specifications and current environmental agency standards. Compressor An air compressor capable of a minimum of 85 to 150 cfm with a special sand for blowing and in accordance with current environmental agency standards,shall be used to blow all loose vegetation and debris. Asphalt-Rubber Sealant Machine Shall have an oil jacketed pump heat transfer oil circulation system with a minimum capacity of 200 gallons and an agitation system.There shall be a positive pumping system on the machine. The machine shall have a minimum melting capacity of 100 gallons per hour. PAYMENT The unit price for this item shall be per LUMP SUM and shall include all necessary labor and materials. AP-17 BID ITEM NO. 7- ASPHALT-RUBBER HOT MIX SECTION 600-MODIFIED ASPHALTS,PAVEMENT AND PROCESSES 2"Thick(full street width)Asphalt-Rubber Hot Mix shall be placed to the limits shown on Contract Plans. The following subsections are hereby added to the Standard: 600-1.1 REQUIREMENTS 600-1.1 General: Delete second,fourth, fifth and sixth sentences. 600-1.2 Mix Designs and Certifications.Revised first sentence as follows: The contractor shall furnish to the Engineer a mix design and sample of all materials to be used at least 15 working days before Asphalt-Rubber Hot mix is scheduled to be placed. 600-2.5 CRUMB RUBBER MODIFIED (CRM) BINDERS AND PAVEMENTS WET PROCESS 600-2.5 Crumb Rubber Modified Hot-Mix Asphalt(CRM-HMA) Wet Process 600-2.5.4 Compositions and Grading. Add the following: Unless otherwise indicated on the Plans or in theses Special provisions,Asphalt-Rubber hot mix shall be class ARHM-GG-C. 600-2.6 Asphalt-Rubber Hot mix-'=Gap Graded (ARHM-GG). Add the following: Crumb rubber Modified Asphalt Concrete-Gap Graded(CRUMAC-GG)per 600-4 of these Special provisions or Tire Modified Asphalt Concrete(TMAC) per 600-5 of these Special Provisions may be substituted for Asphalt-Rubber hot mix-Gap Graded(ARHM-GG)wherever ARHM-GG is specified on the Plans or in these Specifications. 6004 CRUMB RUBBER MODIFIED (CRM) BINDERS AND PAVEMENTS DRY . PROCESS 6004.1 Crumb Rubber Modified Asphalt Concrete-Gap Graded (CRUMAC-GG) 600-4.1.1 General CRUMAC-GG shall be the product of mixing mineral aggregate, asphalt -binder, and CRM at a central mixing plant and c=shall conform to 203-6 and 600-1.2, except as modified herein. 6004.2 Materials. 6004.2.1 Asphalt-Rubber.Asphalt-Rubber shall consist of a combination of Paving Grade Asphalt per 203-1 and Crumb Rubber modifier per 600-4.2.2. The proportions of the two materials, by weight shall be 82 t 2 percent paving asphalt and 18 t 2 percent CRM. 600-4.2.2 Crumb Rubber Modifier(CRM). The cnunb rubber shall be granulated or ground from whole passenger and/or semi and truck tires at ambient temperatures. Heavy equipment tires shall not be used. Uncured or devulcanized rubber is not acceptable, and may not be used. The crumb rubber shall not be elongated or hair-like in shape, and individual particles shall not be greater than 1.6 mm (1/16 inch)in length. The crumb rubber shall be free of contaminates, including fiber,metal and mineral matter, to the following tolerances: a. The fiber content shall be less than 0.2%by weight. AP-18 b. The crumb rubber shall be free of metal particles. Metal embedded in rubber particles will be allowed..The amount of mineral contaminate allowed shall not exceed 0.30%by weight. c. The crumb rubber shall be dry with moisture content of less than 0.75%. The crumb rubber supplier shall furnish a written certification of compliance with the aforementioned specifications and as shown in Table 6004(A). TABLE 6004 A CRUMB RUBBER GRADATION SIEVE SIZE PERCENT PASSING TOLERANCE weight) 2.00 mm o. 10 100 -- 1.18 mm o. 16 40-60 t 10% 600 jun o. 30 10-20 ±7% 300 pin o. 50 25 ±5% 150 pm o. 100) 8 ±3% 6004.3 Composition and Grading.Crumb Rubber Modified Asphalt Concrete—Gap Graded (CRUMAC-GG) will be designated by class, i.e., CRUMAC-GG-C and shall conform to the requirements of this subsection and Table 600-4 (B)of these.Specifications.. CLASS SIEVE SIZE CRUMAC-GG-B CRUMAC-GG-C CRUMAC-GG-D MIN-MAX MIN-MAX MIN-MAX 25.0 mm(1") 100. -- 19.0 mm 3/4" 90-100 100 -- 12.5 mm 1/2" - 90-100 100 9.5 mm 3/8" 60-75 78-92 78-92 4.5 mm o. 4) 2842 28-42 28-42 2.36 mm(No. 8) 15-25 15-25 15-25 600 lun o. 30 5-15 5-15 5-15 75 pm (No. 200) 0-5 2-7 2-7 % Asphalt Rubber Binder by 7.5-8.4 7.5-8.7 7.5-8.7 Weight of Dry AgZregate Air Void% Calif.Test 367 2-5 2-5 2-5 Stabilometer Value Min.Calif.Test 25 25 25 304 and 366. Voids in Mineral Agg.Percent Min. 16 16 16 6004.4 Mix Designs and Certifications.The optimum binder content for CRUMAC-GG mixes shall be determined by California Test Method 367, except that Step 2 regarding surface flushing shall not used. Voids shall be substituted in selecting the optimum binder content at 2% minimum to 5% maximum air voids as approved by Engineer. Compaction shall be in accordance with California Test Method 304. The contractor shall furnish to the Engineer a complete mix design and samples of all materials to be used at least 15 working days before construction is scheduled to begin per 600-1.2. AP-19 6004.5 Proportioning. Proportioning shall conform to 203.6.5,-except that proportioning of CRM shall be performed using an automatic batching system and the only manual operation required for proportioning of all materials shall be the single operation of a switch or starter.The CRM feeder system shall be able to deliver CRM to the mixture at an accuracy of 0.1%of the total weight of mix. The Contractor shall submit to the Engineer,in writing,the method proposed . to deliver the CRM to the mixture. The method and equipment proposed for use shall be so designed and accessible that the Engineer can visually observe the materials being incorporated in the mixture. All weighing and metering devices used in the production of CRUMAC shall be calibrated in accordance with California Test 109 or to the satisfaction of the Agency. When batch-type plants are used, the CRM shall be proportioned by weight. When continuous plants are used,the systems provided shall maintain positive interlock between the flow of CRM, asphalt binder and aggregate. 6004.6 Mixing.Mixing shall conform to 203.6.6,except that the aggregate and the CRM shall be combined and mixed thoroughly for a minimum of 5 seconds,prior to introducing the asphalt binder. The asphalt binder, aggregate, and CRM shall be mixed for a minimum of 75 second. If the Engineer determines that the mixture is not thoroughly blended or that the aggregate is not fully coated with binder, the mixing time shall be increased. The temperature of the mix at discharge shall be a minimum of 161°C (320'F)and a maximum of 177°C(350°F). 600-4.7 Distribution and Spreading. Distribution and spreading shall conform to 600-2.6.2. 6004.8 Rolling. Rolling shall conform to 302-5.6,except that breakdown rolling shall begin immediately behind the paver and shall be completed before the temperature falls below 141°C(285°F)measured immediately in front of the roller. Pneumatic rollers shall not be used. 600-5 TIRE MODIFIED ASPHALT CONCRETE (TMAC) 600-5.1 General.Tire Modified Asphalt Concrete(TMAC) shall be the product of mixing mineral aggregate and an asphalt-rubber binder at a central mixing plant. 600-5.2 Materials. TMAC shall be designated by class, i.e., TMAC-C, and shall conform to the requirements in this subsection. 600-5.2.1 Asphalt. The asphalt binder to be mixed with the aggregate shall consist of asphalt cement having a minimum of 10%ground tire rubber. The finished asphalt binder compositions shall be smooth and homogeneous.The tire rubber material shall be totally incorporated into the asphalt cement yielding a finished product of singular composition. The asphalt binder shall be designated as MAC-1 OTR with properties conforming to Table 600-5.2 (A)below. AP-20 TABLE 600-5.2 (A) MAC-10TR Properties Test Method No. Requirements TESTS ON ORIGINAL ASPHALT: Minimum Recycled Tire Rubber Content,% CERTIFICATION 10.0 Penetration, at 25°C,0.1 nun, 100 grams,5 sec ASTM D5 40-60 Penetration, at 4°C,0.1 mm, 200 grams, 60 sec,Min ASTM D5 20 Dynamic Viscosity, at 60°C (140°F), Poise,Min. ASTM D2171 5000 Kinematic Viscosity,at 135°C(275°F), Centistokes, Max. ASTM D2170 1000 Flash point, Cleveland Open Cup, °C(°F),Min. ASTM D92 232(450) Softening Point,°C(°F); Min. ASTM D36 53 (127) Solubility in Trichloroethylene, %, Min. ASTM D2042 97.5 TESTS ON RESIDUE FROM RTFO PROCEDURE: Penetration, at 25°C, 0.1 mm, 100 grams,60 sec ASTM D5 20-40 Penetration, at 4°C,0.1 mm,200 grams, 5 sec;Min ASTM D5 14 Dynamic Viscosity, at 60°C (140°17), Poise,Min. ASTM D2171 20,000 Kinematic Viscosity, at 135°C (275°F), Centistokes, Max. ASTM D2170 1500 Percent of original Penetration, at 25°C, 0.1 mm, 100 grams, 5 sec, Min. ASTM D5 50 600-5.2.2 Aggregate. Coarse aggregate shall be crushed rock conforming to 200-1.2. 600-5.2.3 Mineral Filler.Mineral filler shall conform to 203-6.2.3. 600-5.3 Tire Modified Asphalt Concrete Mixtures. 600-5.3.1 Combined Aggregates. Combined aggregates, after all processing except the adding of asphalt and mineral filler, shall have a minimum sand equivalent of 50 when tested by Calif. Test 217. 600-5.3.2 Composition and Grading.The grading of the combined aggregates shall conform to Table 600-2.5.4(A). percentages for the combined gradings, within the specified limits,shall be of such uniformity that the materials passing the indicated sieves during any one day's run will not exceed the following maximum variations. 4.75 mm (No. 4) Sieve= 6 percentage points 600 µm (No. 30) Sieve= 5 percentage points 75 µm(No. 200) Sieve= 3 percentage points The gradations in the above tabulations represent the limits which shall determine the suitability of aggregate for use from the sources of supply. The aggregate, as finally selected,shall have a gradation within the limits designated in the tabulations and shall not vary from the low limit on one sieve to the high limit on the adjacent sieve or vice versa,but shall be uniformly graded from coarse to fine and shall conform to ASTM C 136 and C 117 or Calif.Test 202. All classes of TMAC shall conform to the following requirements shown in Table 600-5:4{A): AP-21 TABLE 600-5.4(A) Properties Requirements Asphalt Binder by Weights of Dry Aggregate 4.8-5.6 Air Voids% Calif.Test 367 2-5 Stabilometer Value per Calif.Test 304 and 366,Min. 25 Voids in Mineral Agg. Percent, Min. 15 600-5.4 Aggregate Storing,Drying and Screening.Aggregate storing,drying and screening shall conform to 203-6.4. 600-5.5 Proportioning. Proportioning shall conform to 203-6.5. 600-5.6 Mixing. Mixing shall conform to 203-6.6. 600-5.7 Storage. Storage shall conform to 203-6.7. 600-5.8 Mix Designs and Certifications. Mix designs and certifications shall conform to 600- 2.5.5. 600-5.9 Distribution and Spreading. Distribution and spreading shall conform to 602.6.2. 600-5.10 Rolling. Rolling shall conform to 600-2.6.3. 600-5.11 Rock Dust Blotter. Rock dust blotter, if so required by Engineer, shall conform to 600-2.6.4. TEST REPORTS AND CERTIFICA=TION All testing shall be done by the City. Prior to delivery of each shipment of Asphalt-Rubber Hot Mix to the job site, the contractor shall request 24,hours in advance, for any testing and certification to be done by the City insuring the conformity of the material and its integral components with the prescribed requirements. The test reports, signed by the City's Inspector or Deputy Inspector, shall certify that the product delivered conforms to the specifications for the type and grade indicated. The certified test reports and the testing required in connection with the reports shall be at no cost to the contractor. The vendor supplying the material will deliver to the purchaser with certified copies of the test reports, indicating the name of the vendor, type and grade of the asphalt-rubber hot mix delivered, delivery ticket number, purchase order number and result of specified test conducted by the City's Inspector or Deputy Inspector. PAYMENT Payment for Asphalt-Rubber Hot Mix complete in place will be made at the contract unit price bid per TON. The contract price and,payment shall include full compensation for famishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved, complete as detailed and as specified in these Special Provisions. AP-22 BID ITEM NO. 8- ADJUSTMENT OF CVWD VALVE BOXES TO GRADE The work for this bid item shall include removing and replacing with new valve box,removing and replacing with new 8"diameter PVC SDR 35.valve well material and setting all existing CV WD water valve boxes to grade within the area to be surfaced, per Capistrano Valley Water District Standard Plan W13. PAYMENT The unit price bid per EACH for adjusting CV WD valve boxes to grade shall include all labor, materials, tools and equipment necessary to carry out the work and no additional compensation shall be made therefore. BID ITEM NO. 9- ADJUSTMENT OF MANHOLE COVERS TO GRADE The work for this bid item shall include setting all existing sewer and storm drains,manhole frames and cover sets to grade within the area to be surfaced. It shall be the responsibility of the Contractor to locate all manholes prior to doing any work and have them dimensioned from two known points. PAYMENT The unit price bid per EACH adjusting manhole frames and cover sets to grade shall include all labor,materials,tools, and equipment,as well as traffic control, and no additional compensation will be made therefore. BID ITEM NO. 10(a-m) - PROJECT STRIPING AND MARKINGS Striping shall conform to Section 84,"Traffic Stripes and Pavement Markings"and Subsection 84-2, "Thermoplastic Traffic Stripes and Pavement Markings", of the Standard Specifications (State of California, Business, Transportation and Housing Agency, Department of Transportation, May 2006) and these Special Provisions.The street shall not be left unstriped over any weekend period. The Contractor shall complete the traffic striping as shown on the striping plans. Raised pavement markers shall conform to Section 85, "Pavement Markers" of the Standard Specifications(State of California, Business, Transportation and Housing Agency,Department of Transportation, May 2006), and shall be of type as called for on the plans. Pavement legends shall conform to Agency stencils. Stripes and pavement legends shall be reflectorized. STRIPING AND APPURTENANCES Thermoplastic Striping, Markings,Markers and Appurtenances. Thermoplastic Traffic Pavement Striping, Legends, Markings, and Appurtenances shall conform to Sections 84 and 85, and be applied per Section 84-2.04 and 85-1.06 of the Standard Specifications, and other applicable CALTRANS Details, and to the satisfaction of the City Engineer. The layout of all work to be applied shall be inspected and approved prior to painting. Any work applied"without prior approval of the layout is subiect to removal and replacement at the Contractor's expense. The Contractor shall use thermoplastic paint, conforming to Section 84-2. "Thermollastic.Traffic AP-23 Stripes and Pavement Markings"of the Standard Specifications. Thermoplastic shall be used on cross-walks, arrows,legends and Appurtenances. All striping details include RPM's ger Caltrans Standard Details. Contractor shall remove all conflicting lines,markings and pavement legends by wet sandblasting. Sandblasting debris shall be captured in accordance with the requirements of Section 10.Project Site Maintenance, in the contract Special Provisions. 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" in 50' from the alignment shown on the plans. PAYMENT Payment for Bid Item No. 10, Project Striping and Markings,shall be at the contract unit price bid per UNIT (linear or square foot, as designated by Schedule of Bid Items 10a— 10m),which shall be full compensation for furnishing all labor,materials, equipment, tools and incidentals and no additional compensation shall be made therefore. BID ITEM NO. 11- INDUCTIVE LOOP DETECTORS The work for this item shall include the cdnstruction of the round inductive loop detectors shown on the plans in accordance with Section 86 of the Standard Specifications, State of California Department of Transportation, May 2006 Edition. PAYMENT Payment for placing a traffic signal loop will be made at the contract unit price for installing EACH loop detector including associated wiring and splicing to existing lead-in cable in place complete, and shall include all labor, material,tools and equipment and no additional compensation shall be made therefore. BID ITEM NO. 12- CONSTRUCTION OF 4" P.C.C. WHEELCHAIR RAMP Construction of wheelchair ramp shall include saw cutting and removal of existing P.C.C. sidewalk, curb and gutter.The contract unit price shall include full compensation for famishing all labor, materials, tools, equipment, transportation, incidentals, and for doing all the work involved, complete as detailed and as specified in these Special/Technical Provisions. Handicap Ramp shall be constructed per CalTrans Standard Plan A88A. PAYMENT Payment for construction of wheelchair ramp will be at the contract UNIT PRICE PER WHEELCHAIR RAMP and shall include all costs for removals, excavation, sub-grade preparation, compaction, saw cutting and disposal of removed material in the unit price and no additional compensations will be allowed for the aforementioned. AP-24 BID ITEM NO. 13- TRAFFIC CONTROL The Contractor shall provide traffic control plans(prepared by a registered Traffic Control Engineer)to the City for review and approval prior to issuance of any Encroachment Permit and beginning work. The Contractor shall provide and maintain traffic control devices during the construction of the project. Access driveways and side streets must be maintained at all times. In addition,to those provisions of Section 7-10 of the Standard Specifications for Public Works Construction(Green Book)dealing with Public Convenience and Safety,the following requirements are included as contract specifications: All warning and regulatory signs, lights and devices used for the protection of the public on the project shall conform to those described in the current issue of the 2006 MUTCD (or most current) and the State of California Manual of Warning Signs,Lights and Devices for use in Performing Work Upon Highways as required by Section 21400 of the California Vehicle Code. BICYCLISTS AND PEDESTRIANS Bicyclist and pedestrian routes shall be addressed as part of the submitted traffic control plans. PAYMENT . The LUMP SUM price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefore. BID ITEM NO. 14- CITY NOTIFICATION SIGNS One week prior to construction, the contractor shall provide and erect City notification signs at locations shown on the plans or marked in the field and agreed by the engineer.The signs shall be removed within one week of completion of construction. The City will provide a black and white Xerox copy of the City logo.from which the contractor shall make a stencil(s) for making signs. The stencil(s) shall become the property of the City. (Sample on Pages DS-27, DS-28, and DS-29). PAYMENT The LUMP SUM price for Bid Item No. 14 shall include all labor, materials,tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefore. BID ITEM NO. 15- PROJECT SURVEY The work for this item shall consist of project survey by a licensed engineer or surveyor and certification of construction to the required line and grade.The contractor shall ensure that the intent of the design will be met by checking existing construction elevations for compatibility with the proposed construction. Any discrepancies shall be reported to the engineer for review. AP-25 PAYMENT The LUMP SUM price for this item shall include all labor,materials,tools,and equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. BID ITEM NO. 16- OFF-STREET STORAGE OF EQUIPMENT AND MATERIALS The work for this item shall consist of complying with the modified requirements of Section 7- 10.2 of the Standard Specifications for Public Works Construction(Green Book), Storage of Equipment and Materials in Public Streets, as shown in Section 1 of these contract Special Provisions. PAYMENT The LUMP SUM price for this item shall include all labor, materials,tools, and equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. BID ITEM NO. 17- RE-ESTABLISH CENTERLINE TIES AND MONUMENTS The work for this item shall consist of the re-establishing of centerline control ties and monuments by a Registered Civil Engineer or lieensed surveyor removed, disturbed or covered during the course of construction. PAYMENT The UNIT price for this item shall include all labor,materials, tools, and equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. BID ITEM NO. 18- PROJECT SITE MAINTENANCE The work for this item shall consist of complying with the requirements of Section 10, Project Site Maintenance, in the contract Special Provisions. PAYMENT The UNIT price for this item shall include all labor,materials, tools, and equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. Measurement and Payment Full compensation for famishing all labor, materials, tools, equipment, incidentals, for doing all work involved in stormwater and erosion control practices; achieving and maintaining compliance with all applicable regulations,as applicable;and for doing all work involved in the implementation of an effective combination of erosion and sediment controls, waste and materials management controls, and other BMPs,as required to prevent transport ofpollutants from the site to streets,drainage facilities AP-26 or adjoining property by wind or runoff,to the maximum extent practicable shall be included in the lump sum price as se forth in the Bid Schedule for STORMWATER POLLITI'ION CONTROL/ BMPS (Bid Item No. 18). No additional compensation will be allowed. AP-27 Your City Dollars At Work Rehabilitation of Del Obispo Street Aguacate Road to Alipaz Street Proposed Completion — (date) 200_ CITY NOTIFICATION SIGN 4. Black letters on beige background 5. 5'-0" x 3'-0" 6. Single post mounted AP-28 Your City Dollars At Work Rehabilitation of Del Obispo Street Camino Capistrano to Ortega Highway Proposed Completion - (date) 200_ CITY NOTIFICATION SIGN 1. Black letters on beige background 2. 5'-0" x 3'-0" 3. Single post mounted AP-29 Your City Dollars At Work Rehabilitation of Junipero Serra Road Camino Capistrano to Southbound I-5 Ramps Proposed Completion — (date) 200_ CITY NOTIFICATION SIGN 4. Black letters on beige background 5. 5'-0" x 3'-0" 6. Single post mounted AP-30 Local Assistance Procedure Manual EIC$IBIT'12-E P"E Checklist Instructions ' Attachment A ' SECTION 14. FEDERAL REQUntEMENTS FOR FEDMAL-AID CONSTRUCTION PROJECTS GENERAL—The work herein proposed will be financed in . whole or in part with Fedand flmds, said tberefore all of the (This form need riot be filled in if all join venture firms am. statutes, rules and regulations pronatigated by the Federal Gov- DBE owned) antment and applicable to work financed in whole-or in pert with Federal funds will apply to such work. The"Requited Contract - Provisions, Federal-Aid Construction Contracts, "Form FHWA 1.Nam ofjomtventure 1273,are included in this Section 14- Whenever in said required contract provisions referents are made to 'SHA ecmraaing officer,""SHA resident engineer:or"suuthorized representative of 2 Address of wtventure the SHA," such references"I be consmwd to mean Tasineer M as defined in Section 1-1.18 of the Standard Specifications. PERFORMANCE OF PREVIOUS CONTRACT.—In ad- dition to the�rovisione is Section H, 'Nourikerimirmtion," and 3.Phone number of joint venture Section VII, Subletting or Aaeigning the Caatacf," of tine re- quired contract provisions, the Contractor shall comply wiPo the _ ..following: - 4.Identify the firsts which comprise the joint venture. (The The bidder sball execute the CERTIFICATION WITH RH GARD TO THE PERFORMANCE OF PREVIOUS CON- DBE partner must complete Schedule A.) TRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL OPPORTUNITY CLAUSE AND THE FILING OF REQUIRED REPORTS located in the proposal. No request for subletting or assigning any portion of the contract in excess of $10,000 will be considered under the provisions of Section VII of the required contract provisions unless such request is e.Describethe role of the DBE fum in the joint venture. accompanied by the CERTIFICATION referred to above, executed by the proposed subcontractor. ' NON-COLLUSION PROVISION.—Tbe provisions in this b.Describe very briefly the experience and business section are applicable to all contracts except contracts for Federal Aid Secondary projects. - qualifications of each non-DBE joint venturer. Title 23, United States Code, Section 112,requires as a condl- tion precedent to approval by the Federal Highway-Administrator of the contract for this work that each bidder file a sworn statement - executed by, or on behalf ot; the person, firm, association, or corporation to whom such contract is to be awarded,certifying that such person, firm, association, or corporation has not, either 5.Nature of the joint venture's"business directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken ananyy action in restraint of free competitive bidding in connection with the submitted bid A form to make the noncollusion affidavit statement regdired by Section 6.Provide a copy of the joint venture agreement 112 as a certification under penalty of perjury rather than as a sworn statement as permitted by"28,USC,Sec. 1746, is included T What is the claimed percentage of DBE ownership? in the proposal- PARTICIPATION roposalPARTICIPATION BY DISADVANTAGED BUSINESS EN- TERPRISES IN SUBCONTRACTING.—Part 26, Title 49, 8.ownership of joint venture: (This need not be filled is if Code of Federal Regulations applies to this Federal-aid project Pertinent sections of said Code are incorporated in part or in its deco W in the joint venture agreement,provided by question entirety within other sections of these special provisions. Schedule B—Information for Determining Joint Venture Eli- gibility Revised 3-95 OW-95 FR-I Page 12-65 LPP 01-04 March 15,7.001 '�Xj„I- Iftt"t'1L-L' . ),neat pasrsance rrviceaars masaat . Lttachmeat A - PS&E Checld4t Instracdens &Profit sudloss sharing. b.Capital ooum'butions,-inclnd'mg equipment Narue of Fum y Name ofFam m Other-applicable ownership ids. - 'vnool of and participation in this contract Ideo6fy by a,-sex,and"firm"those hvIviduals(and their titles)) Will, .e, slble fes day-to-dsy mmagaaern and pint"l . decision including, bug net limited to, those with - Name prime responsibility for. - Title .....•__.._._._.__...___.IM a Financial decisions _._..�..Dam ____�.-..._..... Daft_ . b-Management decisions,such sic - ' Aare ' -1.Estimating State of County of 2:Marketing and sales _ On this _dry of, 19 before me. .. 3.Mang and firing of managemait personnel ._ appeamd (Name) - to the pasooallY hsovm,who.being duly sworn, did execute the foregoing affi- • 4..Purd sing of major items or supplim davhg_and did state that he or she was propedy audlmized by . (Name of firm) to exa ale the . affidavit and did so as'his or her fice act and deed. - e.Supervision of field operations - ' _ Notary Public 'Commission expim - -ht after filing this Sehodule B and before the compile- Ie joint venture's work on the contract covered by this [SWI _ D there is.any significant change in.the information - - - obrn the joint ventum must inform the grantee,either di- Ane aedy or through the primo comractor if the joint venture is-a - abcontractor; state of SSdavie County of "'foe undersigned swcai-that the foregoing statements ate eor- On this day of 19 before me eat and include all mmetiol information necessary to identify nd explain the term and operation of our joint venture and the - appeared(Name) to me personally)mown, cteWed participation by each•jointventmer in the undartaldrig. ' 'iritlrer, the nadei§igned covenant and agree to provide to - who,,being duly sworn,did execute the foregoing affidavit,and. iartue diurcot komlilete and accurate iArmatiohteRacding ac- - W'-j6 nt.4estim;-witrl:and-the paymwtt 6remfur anted any.pro- did state that he or she:was properly authorized by.(blame of ostit changes in any of the joint ventore arrangements.and to vrailt the'iadit and examination of the beolrs,records and files • - fat) - to execute the affidavit .f the joint vemure,or those of each joint.ventures mlePant to - he joint venture,by authorized reptesavatives of the grantee or and did so as his or her fine act and deed Wiling Federal iag agency. Any tnatedal misrepresentation . Ml'be.grounds for terminating any conbict which may be Notary Public :warded sad for initiating action under Federal or State laws wnceming falso statements.,, Commission expires - [seat) . revised 3-95 - M-07-95 1'122 J Ma .S,2001 ' 'LPP 01-04 Lanni Assistance ProLidures lii'-aa¢al IXTI'124E "&E Checklist Inshacaoas 'Attachment B pp CUNiRAGTPROVISIO.NS FBDERR ADCONSTRUCTION CONTRACTS (Rxclusive of Appalachian Contracts) • - daim with the precodmes oftbe U.S.Depmmsent of Labor((DOL) p as at forth in 29 CFA 5,6,and 7. Btspuxs within the rrieamng of age this dame include bav�em elle curt§actor{{or soy of its I. General......_...........:... ,.,__,_,_ 3 siAiaaitransew) mad am4acting agemT,'the 150L, or the H. Nondiscrimination3 cont etor's enWloyacs or that representatives. ' 111. NonsegegakdFaalities 5 N. Payment otPredetmndned Minimum Wage 6 6.Selection of Labor: Dmiitg the performance of this contract, V. Statements sol Payrotis _ ,,,..-,„,,,..._. 8 the contractorshall iioC VL Record of Materials,Supplies,and Labor_._....._...... A a disraimmate a labor from an other S VIL Subletting or Assigning the Contract.._........._..�... 9 1 Y or mon' VILL Sa Accident Aawention_._.._.......�..__..__.... 10 pr terence r- p Uniian-contr (esccwhcpt for ym�t fety: preference far Appalachian contracts, when appfi�cebie„ as IR. False StateroentsCmuieidnglfiOWRYProject _.__ 10 . specifialinAttadmxat'A),or 3t. tmpiememation of Clean Air Act and Forieial Water Pollution Control Act ...„.......__—....__ 10 b.employ couvict labor for any purpose within the Emits of XI Certification Regarding Dehmrneat Suspensionthe project unless it is labor performed by convicts who aro on ' ineligibility,and Voluntary Exclusion.........__ I1 �ole'supetvis�release,or probation. X11. ' Gertification Regarding UsaefContract Funds-for [L NONDISCRIMII4ATT0N Lobbying...... ___--.-_...._-44.44-- 12 ATfACHMFIdTS (Applicable to act Federal-sid construction contracts and to ail related subcontracts of910,000 or more.) A.Fanployment Preference for Appalachian Contracts(included 1.ggnai EmpioymFmt Opportunity: Equal anploymoot in Appalachian contracts only) opportunity(?3fl0)requitementa'not to discriminate and to take affimative action to assure equal opportunity as-set fordr under I. GENERAL' laws, executive oilers, rules, regulations (2WCFR 35, 29 CFR 1030, and 41 CFR 60) and orders of the Secretary of 1-1hese contract provisions shall apply to all work performed Labor as modified by the'provisioiis prescribed herebt,;and fin- on-the contract by the contractni's own.organization and with the posed pursuant to 23 U.S.C_ MO shalt.consdunt, the ESO and assistance of workers under the contractor's immediate_ specific affirmative action standards'for the contractor's project upeiotandence and to all wort pafimned on the contract-by antivtttes under this o:p@tract The Equal Oppetauiity Consunetlon piceework station work,or by suhcoatraeL Contract Specifications sd-fottfi trader 4 CFR 03•and the provisions of the American- Disabilities. Act. of 1990 2.Except as otherwise provided foi in each section, the con= (42 U.S.C. 12101 et seq.) set forth under 28 CFR 35 and tractor shall insert in each subcontract all of the stipulations 29 CM 1630 we incorporw d by totersuce in this'contract In the contained in-these Required Cocitract Provisions, and further ro- execution of this contract,the contractor agrees to comply with the quire their inclusion in any.lower tier subcontract or.purchase following minimum specific requirement activities ofEW& order that may in tum be made. 'Ihe'RegWnd.Contract Provisions shall not be incorporated by reference in any case. The prime a The contactor will vvokk with the State highway_agency contractor shall be responsible for compliance by any (SHA)and the Pedend Govemment in.carrying out fiE0 obii- subcontractor or-lower tier subcontractor with these Required gations and in their review of hi4.ff activitics under the con- Contract PrOAMOrra. - tracc ' 3.A breach of any of the stipulations contained in these Re- b.The contractor Will addept as his operating.policy the quired Contract Provisions shaii'bo sp9ieient gvogbtls fbr trnnl. foHawiogst' omen; . nation of tiro cembpct: .. ' It is the policy of this Company to nssum-fhat applicants are ' AA breach of the-tonowing•elaases of the Required Contract vmPloy� and that aapleylees are treated during employmai{. Piovisions may also be grounds'for debarment as provided in without reggard to their ran,religion,sex-color naikndlodgin, 29 CFR 5.12: . age or re Such action shall inchrdr. unph ymrst, , .upgrading,denwdon, or transfer, recruitment or recruitment ad- Section 1,Paragraph 2; aepYising, layoff or termirmtron; rates of pay or other farrits of Section IV paragraphs 1,2,3,4,and 7• compensation; and selection for training; including apprentice- ' Section V,paragraphs 1 and 2a through 2g. sJu'p,preappren6ceship,and/or on-the- job training." S.Disputes arising out of the labor standards provisions of'. 2.EEO.Officer. The contractor will designate and makeSection IV except paragraphs)ani'Section V of these Required known to the SHA contracting officers an EEO Officer Who will Contract provisions "shall not be subject to the general disputes have the responsibility for and mast be.capable of efi'ativeiy clam of this contract Such disputes shall.be msoh ed in actor- - form 1273—Rained}95 OW-95 FR-3 i.PP 01-04Page 12-67 March 15,2001 �7t�B1R T2-Ts Local Assfirtance Prom lam Manual 4ttschment 8 PS&E Checklist Instmetiona idminrsaaing and promoting an activraoatraomr program of EW referapplieanu for wpI rn t:,,ma+tes, - .«t who most be assigned adequate authority and rsapo ay m sail regard to refemag -maturity group . appliemttts rviE be tfisaased alto emplayML - .emination of Policy: Ail rrctabds of the codadoes Y.Perverted .AcHaes: Wages, waking mnafi6om, and 4affws o'am autho&cd to him; eevlse,pimnete,and dtmhwp employee. benefits skull be established and administered, and anpioyees, or wlw amts action, or *he an personnel amen of every type, inciuding �tg, apgtading, atbstantiaily involved in such actiac,atilt be made fully cognizant prolnodad, mma6'et; demotion, layoff; and termination, "H be ,t:, -and *11 implement, the antradotIs EEO poky and Waco watiou t regard bi racer tutee,religion,am wamw origin; *ausowre�ona110itimt to pro 'de HBO in, each grade and age or drsabifity. Jim Mowing procedures shall be Howed: 3assificadon of arplayment. To rtsu ra that tiro above agreement viii be met,the Following actions will be taken as a minimum it The anaaaor will eondna panodic is of pro�mct a l'eriadic meetings of sites to eivare alit workh P conditions and emplopx%ciffties gs supervisory and persomef'office- do'iot indicate descrin a . treatment. of projed site .employees will be conducted before the start of wort and then persomd. - not less often than once every six months;at which that,the - conusesor's HBO policy and its implementation will be to- b.Tho-contractor will periodically evaluate the spread of viewed and explained The meetings will be conducted by the 'wags paid within each alassifiwtion to determine any evidence EEOOHfcev. _ _ ofdisctimaataywageptactfoee. - - - b.All now supervisory or petsonnd office amployeea will be c.The contractor Will periodically review selected personml. givema thorough indoctrimatioeby the EEO Officer,coveting all actions in depth to determme whether these is andetme of major,aspects of the contractor's HBO obligations widtin duZty disadminatioa *,$ea evidence is fmzA the conhacurr will days following their reporting for duty with the contractor. ptunw)r take enitecave action. If the review indicates that are . disainnnaacon.may extend beyond the actions roview� such c.All pavormd who are engaged in direct rearrianad far the . .corrective attics Balljoclude 411 affeeted.petaons. =project wilt be instructed by the EEO Officer-in the oontraners procedures for locating and hiring minoritygroup employees. d.The enactor winpromptlyinvestigate all complaints of dleged d'ysaxiadnadan made to the contraoatr is oonnxtioawlth- d.Notices and posters staing forth the .contractor's EEO Ids obligations ender rfiis contras,will attenpt to resole such policy will be placcd'in areas readily accessible to employees, coniplan[s,and will take appropriate corrective acdoo within•a applicants.for employment and potential employees. ' -reasortablm titin. If the tnvestigaaon indicates that the. - disciimiaatioa may affect Ons Odor than tlw arsgilamant, e.The tontractor's BED policy and.the procedures to ®- such corrective action shplt include such other pasone. Upon plement such policy will. be brought to the attention of em- completion of each-investigation, die coatrecta will inform ,phoyms:by means of meetings, employee'handboolts,or other every complainant of allafhisavenuesofappeal appropriate means. "ecrufnnentt When adv"tWng for employees, dee 16.Training and Promotion: • will include in aft-adverdsements„for employes the, - - .a The 'contractor ala assist in locating, qusfiL�, and- ismme...s will be lewed in ubli Ty Navin. a All such adver-: inaaasi[i�the sulfa of minority group and women empliyees, . P P 8 large circulation and apphcatts for employrmrd. truing minority groups in the area from which the project wort brae would normally be derived. b.Consistent with'the contractors work force requirements a The contractor will',unless precluded by a viii b g and as pemiis iblo under'Federal and State regulations, the systematic and direct roemhmeutazth�ionati contractor shell make fait ase of training ptngiams, i.e., public apprentieedtip, seri on-thb-uabting Prbgtams.for the. ge .public and private empioyce referral sources likely to yield- ographical area'-of canoes performance. Whoa feasible, 25 umlified iniac' group applicatrti. To meet this requtranen4 q pernertt of apprentices or trainees ineach ococgadon shall.be in Ute contractor ora.identify sources of potential minority group cher fust year of apprenticeship a.training. !n the event a employees, and establish with such identified sources special"pcovisibn fa trainixg is provide¢ ander this comzaot, . procedures whereby minority groupapplicanis may be referred this suliparagiaph wiiF fie superseded as indiwacd in the special 10,die contractor for isrlploym ent consideration. -pmvislprL pb:in the event the oont actor has a serlid baTining agreement c.Tfie ca[hader-will;ach a eaplo and appiYaents for roviding for exoUesive hiiiag fieil nferulL Ro-is espeaod to n of available training proms and entrance re- observe the 4toyisions of that agreement to.the cement that die each system perrmts the orintmotor's compliance mith HBO contract pro'Viaons. (Thb DOL has held that where iso lemadadod of . 4 d.The potential will periodically review the training and such agreements have the affect contractor ac t ado diesince, pronation pctendal bf minoflty group and women employees "rush kms or wotatio or obligator the utive. ro do the since, end will encmmage eligible employees to apply for such training amen ed.)crenation violates Executive Order 11.246, as and promotion. amended.) C.The'contractor will encourage his present employees to Wk 1273—Revised,395 18-07-94, - I R4' con -68 ' March 15,2001 UP 01-04 Local Assistance Proeedrom Mauaal E=Brr 12-E PS&E Checklist bubvettons Attachment D _ 7,Unionr. If the contactor relies in whole or in parr upon records as necessary to document ewmplimoe with she HAA / unions as a source of emiployees,the oomacmr will use his(bar regnbvneats. Such record&stall be retained for a period of three best efforts to obtain don cooperation of such unions to iraaeaa yearn fo0osvnhg of Ste ooatnwork and woand shall be opportunities for minority groups and women within the umiom, available m rcas�thnes.anA pram for inspection by au• and to effect retails by such unions of amraity anclAmoole fiviudrepresentatives oftluSHA and the FHWA employees Adions'by the contractor either dueedy or through a contractor's association acting as ageor will include the proceduresth kept by rho contactor &all document she se . a.The contractor will use best offiarts to develop, in coop- (1)The number of mitaity and non-minority group nation with the pinions,Joint trams iaing program armed toward members and woman employed in each work classification on •quail mote minority manbers and women for the project; ' mem in the unions an increasing dm da'lis of m . group amp oyees and women an that theymay qualify Air= g)The progress and •&fats being made in-cooperation paying employment. wittrh unions, when "icabiF to inereasa employment op• porturdtiesfor minorities and women; - b.The contractor will use best efotis to incorporate an EPA , dense into each union agreement to the end that such union will Ther and efforts being made in locating,hiring, be contnctml.11 bound to refer applicants without regard to their taming, q�aat yff Ong, and rPgmding minority and female tax,color,rehgion,•aex,national origin,ageori isability.. _ employees;and . c.The contractor is to obtain bifurcation as-to the referral- (4)The pmgmss.and efforts being grade in searing the practices and policies of the Isloorunion vtoept that to the attest- .servied of DBE .subcontacton' or mboo ttractas with such bifurcation is within the axchsive possession of the labor mesmuigfd minority and female representation inrtong their onion and such labor union refses to fimtish such intonnadon employees. to the contractor, the contractor thrall soca ty to the SHA and 'shall set forth' what efforts have horn made to obtain such h.The contractors will submit an annual report to•dre'SKA information. - each July for the dmationsof the pmject,indicating the number of minority, women, and non-minority group employees d.In the event the union is unable to provide the contractoi currently engaged in eich work classification mgtured by the with a reasonable flow of minority and Women referrals within contract work 17iis imforrmtion is to be reported 'on Form the time limit set forth is the collective bargaining agecan t, FHWA-1391. If on-the-job training is being required by special the contractor will,through independent recWt rcut efforts,5ll provision, the contractor will.be required to collect and report the rniployment vacancies Without �ni to nix, color, training data. - religion, sex, national origin, age or disability; making full efforts to obtain qualified maim-goalifabie nuon-ty.groap III NONSEGREGATED FACUXMS persons and women, t'i'ne DOL has held 'tftat'it Isbell be no ozonic that the union with which One contactor has a collective (Applicable to all Fedvaiaid construction contacts and to all bargaining agreement providing for excursive referral farted to — related subcontracts of 530,000 ormore.) M fer miuuonity employees.) Tn die ovest the union refer al prat- . tloe prevents the, contractor from meeting the &b as a.By submission of this bid,the aceation of this contract or pm'suent to. Exeeutive.Order 112'46, as.'mnerufed1 andel``these subcontract, or the consmrmstiom of this material supply special provisions,such contactor shall immediately notify the HAagreement or purchase nude;as appropriate;the bidder,:Federal- md construction contraaru,subcontractor,rnateid supplier, or S.Selection of Subcoutraeto Freiareurest of and vendor,as appropriate;certifies that the Srmdoes not maintain n, .o.provide for its employees arty segregated facilities at any of teasing-of Equipment: The contractor Shall mot discriminate on its establishments, and that'thio firm don not permit its the grounds of race;color, religion, sex,national origin, age or employees to perform their services at any location; under its disability in the selection and retention of subcontractors, control, where geed facilities am miinm3ned. Ike-firm including proaremeatof materials andlea'ses of eq»ipmenE agreas that a.bteaeh- o t his cocti5oation is avivfatim of ft EEO a The contactor ahal(notiall subcontractors and Previsions of this oontraet- The�&in lrathv+catifias dent no . fry post on ployee will tie denied access to adggaate faalitiea on the snopliers ofhisfier.EBO obligationiumbrah cettiast. bass often-ordi&abiltEy. .:� b.Disadvantaged business enteaprises(DBE),as"ced in 49 b.Asused in this rectification,the term"segregated Anilides"' CFR 26, shall.have equal, opportunity m cpmpes for and means any waiting roams,' work aress; -restnoms and perform subcontracts which the eontraetor eaten nate.pbismetit washrooms, restaurants and other,eating meas, thin cloth, to this contasL The contractor will use his best efforts to solicit locket rooms,and other storage or dressing areas,pmldng lots, bids from and to utilize DBE wtlaomo actors or subeontraarors drnding ibuntains,. recreation or entertainment area, with meaningful minority group and femaler- reservation transportation, and housing facilities provided fa'auployees among their employees. Contactors shallobtain lists of DBE whi are segregated by eicplii it directive, construction£urns from SHA pesoumd. - on or ace,is fact,sage . negated on the basis of rax,cola,religion,national arigim;age C.The Contractor will use his best drorts to ensure'sulucon- or disability,btcause bf habit local custom,or otherwise The tractor Bance with their BF.O obligations. only exc eptioh will be fol•the disabled wbeo thc,demands for COQ > acxssibihty ovearida{e g.disabled paddng).. 9.Records and Reports. The contractor shall keep such ' Paeza t1n—sr�awres oa or-ss FR-5 Page 12.69 LPP 01-04 March 15,.2001 "C"0171712-E Luca!Assistance Procedures Manual .ttachment 8 - PS&E Chaddist lash actions a The contractor avec that it has obtained or will obtain 2 pyd ficallope: '-rtical certification Som pmposod'subcoatratums or martial tiers prior to award of subcontracts or consummation of s The SHA contracting officer shall rcquue that any elm of 1 supply agremsesus of$10,006 or more and that it Lwin laborers or machama employed under the contrast which is net M. roh certifications in its files _ � � listed the wags determination, shall be classified 'in . IV. PAYMENT OF PREDEMMINED MINIMUM the wide the wage dctenrdnatium. JAGE b.The taxatradiAg offices- shall approve an additional dassifitatioff, wage rate and fringe be ncfits only when the (Applicable to all Fedcood4id construction contracts otcledi .fodlowingcrifaiaahave basis met: Low and to all related sabtwaaads,mcrpt for projects ocated - . r roadways classified as local roads or rural minor collectors, (�)tha work b be performed by the additional dessiS- Lieh me exempt) catiort requ .is no per(brmed by d clessifieafiat in the _ wagedetarmrmtion: . i.Geaemh - - (2)the additimslolasdfiation is utilized in the arca"e . a AIL mechanics and laborers employed or working open the eonshnetion industry, site of the work wilt be paid unconditionally and not Ien often - (3)the proposed wage rate,andtr�n�any boos fele fringe than moo a week and without subs%pmmt deduction o rebate on .benefits, G � a masovable rciW=iip to rix wage rates my account[mtapksuch payroll deductions as are permitted by contained in de wage ddternimation;and . reguletiota-(29 CFR 3) issued by the Secretary of Labor undo - •the eopdan4 Act(40�.S.C.116c)the fell amounts of wages and bona fide fiivgd benefits(o cisb ygaivalacts tluaxof)due at (4)with respect to hdmers. when such a classification time of payment-The payment'afult be-compyted at wageCates p>� rea ls in the ais which the work is performed. . not leas.than those contained is the.wage detenninetim of the c.If the contractor o subcontractors, as apprep late, the Secretary of Labor(hereinafterRha wage.don%manahou')which laborers and mechanics(if known)to be employed m the add{- is attached hereto and made a part hereof'rcgardtas of Any � tionat otassifiatiw or their representatives.anrT the omuacting contractual.relationship which may be alleged to exist between ;the contrhetor o.its subcontractors and such labaus and 'officer agree on the.clasdfiatim and wage rate(including the rnechanids. The wage detenmi utdon(anclading any atkfitimal smuunt desig naiad for fringe benefits where.appropriate), a classigcations and wage rates conformed under paragraph 2 of - report of the Red oertaken Sheri be Sent bythe contracting of5cer this Section W and the DOL poster (WH-1321) or Fore to fit DOT, Adffinistmtorof the Wage and Hour Division, FHWA-1495)shall be posted stall times tothe contractor-and Broploymrent Standards Administration, Washington; D.C. its subcontractors at the site of the work m a promine t and ?0210. Tfie Wage and Hour Administrator, or an anthoriced accessible place where;it can be easily sim by.the workers. Fm rcpresontativq will approve, modify, or disapprove every the purpose of ibis Section, contributions made-or-o costs addrboaeldassifiation action within 30 days of receipt acrd so advise rix contracting officer o will notify the contracting -easonably anf3cipated for Fiona fide fringe benefits ranter .officer within the 3D-day.period that additional time is ;on 1(b)(2) of the Davie-Bacon Act (40 U.S.G 276&} m n��,• - _ of ta rens or mechanics arc-oomsi eyed'wages paid to - - a- orer;or mechanics,subject to the provisions of Session..- - - - IV,,.,agsaph 3b,hereof. Alsofo the purpose of thtsSettion, d.in the event the contractor or subcontrastos, as appro- regular contributionsmade or costs incurred for nose than a prhase, the taborets or mechanics to be employed In the addi- weekly period (bat not less tiften than quarterly) under plans, atonal classification or their representatives;and the contracting fmhds, or'programs, which cover the particular weekly period, officer do not agree on the proposedcl'sssification and wage rate are deemed to be constructively made or inured during such (mcudmg the amount designated for fringe bebefits, where `weekly Period. Such dabotsrs and medhaaies shall be paled the appropnatea, the contracting officer shall refer the questions, appropriate wage rate and fringe benefits on the-wage dater- including the views of all interested .parties and the minabon for the classification.of work actual -recommendation of the contracting-officer, to the Wage and without regard to skill=,except as plovided in paraphss44.anmd.5 Hour.Administrator for determination. Said Administrator, or -of this Section IV. an authorized representative will issue a determination within 30 days_of receipt and so advise the co -officer or will ' b.Laborersor mechanicm.perfopning work in mora ttian me notify the-contracting officer within the y period that elassiSraQon.truy be coigpensattid'at fite.rato specified for each . adtupoiml time tsaetxssary . - -ttlassificAon forthe'time aco"' y w ilked therern,provided,that a The sage tate(mdndidg fringe benefits whore app riatcJ Ute.errPlo3 en's payrop reaotYls aewratdy set forth the flute Wean t!b h 2e o 2d of this Section IV •in each elassificabon in which work is performed. p°�0 pp - shall be paid to all aodka�s artiorming work in the additional - 4 All rulings and interpretations of the D&via�Baemn Act and classification from the first day,on which work is performed in - mlated acts contained to- 29 CFR I,3,and 5 -arc herein the classification. incorporated by reference in this comrscL 3.Piymentof Fringe Benefits: A.Whenever the.rninimum wage rate prescribed in the coo- matt for a class of laborers or mechanics includes a fringe benefit which is not erprtssed as an'houdy rate,the contractor or subcontractors, as appropriate, shall either pay the benefit 'nhm 12M—aevixd 3-95 . i8-07-95 FR-6 PaL '/Q March 15,2001 LPP 01-04 Local Assistance Pr eceduires Manual ER9I>3Tf 12 E • PS&E iChecklist Inshvictions Attachment B as stated in the wage detmrmaation or small pry another bona (4)In the event the Bureau ofApproadoeship and Training, fide fringe benefit or an hourly case eipuvall thereof or i State apprenticeship army recognized'by fire.Bureau, wiflxkaws appr'orcl of as pro b.If the commissar or s ftentracior,as apptoptiate,does not eamaetos:or mbcontraaor war ao Ian�ggrPba p gram;' theto make payments to a trustee car other third person,basis may - isfil a tioes at less th�the applicable predetermined consider as a part of the wages of at.q laborer or medranie the mak for�61e wodc perforated by regular anplayoaa •amount of aqv cows reasonably anticipated in providing bona - umn7 m le program is approval fide fringe benefits under a plan or prow �rItrovided,that The . Secretary of Labor has found,upon die writes request of flit b.Trainees: contractor,that the applicable standards ofdre DavivIlaoon Act _ haw 'boom mat TM Secretary of labor may require die . (1)tlncapt as provided in 29(7'A 3.IG,trances will net be permcontractor m set aside in a•separate account for the - to work at less than the predmminiued tate for the meeting ofobligattwu andel plan or program. , , work lamed unless they are eriplayad puamam to and •4:Apprentices and Trainees r rams of the U.S.VOL) nd a v ty registered y a Ixogam wfi c t has by;th6 prior PP fP � ) � aprpmval, evt�mccd by Somrai catifimaon by th6 D04 Helpers: livpfoymeht and Training Administration. a.Apprentices: (2)The ratio of trainers to joameysma level employees on the job site shall not bevgyrraoerdeurtfim pasnd under the plan (I)Apprentices will be permitted to wait at less than the approved by the Bmp(erymau said Training"Adminisoatioonn., predetenmined rah for the work they perfaaad when they are y cnwloyec listed ou at a trainee rata who is no employed pursuant m and individtrally registered Tun it bone regtstercd and P °iDa!�g'm+un S Plant si'pr°wd id too . fids apptadtioahlp pm�am r sired with the•DOL,. B ss than t e and Tramrng Administration shall to min net Hmploymxnt e� Training Adtnoriswtion, Bureau of the applivablro snags me on the wage'dNetrrdation Apprenticeship and Training, or with a State caship for the classification of work onactally thejob s mrin exc adofthe b my trainee performing work on the job site in cuxss of the agency recognized by the 8utrob,tar if a'person rs ermployed matin p�ttod ander the m shall be and not inhisllmer'fint 90 days of probationary employment as an th P P apprentice in such an appranficeship-.pmgnay who is not dna actually applicable wage rata.on the wage detezraination individually registered in the ptoptam;•but who-has bean forsthaworkacluatlyperformed. certified by the Bureau of Apprenticeship and Training or a. (3?livery trainee must be paid at not less than,the rate State apprenticeship agency(whsreapprupriate)to be rgible -specified in- the approved program for bislhtr level of .for probationaryemployment as an apprentice. Progtas. expressed as a percata�e of the joutroymna-leve) (2)The ellawable ratio of apprermtices to journeyman-mewl 44omurrlly rah specified in the applicable wage determination. ernployees on the job site in any craft classification shall not -Trainees sbali bo-paid fringe benefits m accordance with Hie be grater than the ratio permitted tothe contractor as to the previsions of tho trainee program. if the trainee program does • snare work folia under the registered program, Airy ' not mention fringe benefits, trainees shall be aid-the toll . employes listed on a payroll at an apprentice wen raft,who amount he fringe benefits listed em the wage ti adation is not rmiass the Administrator of the WaggtG and Hour Division registered or otherww amploXed as sratedm[bove,aha71 detemdues'that there is an apprenticab'ip'program associated be paid not less than the applroahto wage late-listed is the wage determination for tha classification of work actually with the correspondin jourrreyran-local 'wage rah on the - 'performed. In addition, any apprentice petfoanutg-work.on wage determination which provides for las than full fringe the job.site in excess of the. ratio pemutted-miler the benefits for apprentices,in which ase such trainees'shall rc registered prograntshall be paid not Jest.thin the applicable. , coive_the same fringe benefiu w apprtntica.. , wage rate on the wage determination for the work actually (4)Tn the event the Employment and Training.Adminis- performin Where a contractor or subcontractor other rs tntion withdraws approval of a training program, the con- that in which h its mora on a project in a e alio other than tractor or subcontractor will no longer be perrril to utilize-. that in eh its program is registered,the ratio and wage trainees at lessthanthe applicable predetermined rata for the - iotas (expressedmile) pe m pn the on of rhe or subs ontmetolfsyam-lovet u.�p�•orrned until an acceptable provard is approved: hourly rate) specified in the contractor's o subcontractor{s registered program-shall be observed- a fielpersr _ _ . . (3)Every apprentice must be-paid at but less than tfro rate specified in the registered program for Hie ippramioe's level I$��peerrsa will be perutted to work on.apmject if the,helper . . of progress, expressed.as; a perceutago of doi journeyman- dlassi Woii is specified and defined on the sppliable wage ravel hourly rah specified` in the pphesbia aa$e 'deterninatioe or is approved.pumant to-the tbrrfomarmce . dejerednatiomt Apprentices shall be paid afnn• ge bmtefits to procedure set forth in Section N2. Any well listed on a accordance with the provisions ofthe apptanHeeahip program- payroll at a helper wage rate,who is not a helper under an If the apprenticeship program does not specify fringe benefits, approved definition,shall be paid not less than the appliabie apprentices must bo paid the full amour of fringe benefits wage rate on the wage determination for the classification of 'Ifsted oar - the wage determination fm the applicable wb*actually performed. -classification If the Administrator for the Wage and Hour Division determines that a different practice pul is for the apIiliable'apreatice classification, fringes shalt be paid in ' accordance with Haat determination. F.1x73—nerved 185 of FR-7 Page 12-71 LPP41-04 -March-15,2001 M11=17 12-E Local Assistance Procedures Moaned t ttachmeut R PS&E Checklist Instructions oprvnticia and Trainees(Programs sf We U.S.DOTr. 9.Widrbohding for Unpaid Wages and Liquidated Damages: . .rices and trainees working unda and skill The SHA shall spat its owe action or upas written regent of . raining lrnogr' which have beet esti by the S of any authoAved represebstive of she DOL withhold,or cause m be .yanspo:mhon as gmrootmg EEO in oameaiam with band wh auK from soy raomys payable on account bf work pafdn nal. liewnaw ay clton programs are not subject m ds the regoirmawn by the connector or sabooauacOst'under any such eommet or my fraragaph 4 of this Seetion N. The straight time bendy waggee other Faded contract with the sane prima oonfractoy of coq otter' epos 5or �prarnoes and trainees ander sneh programs will be sled oomliart:2=m the Conhsa Wodr Hams and smbiished by Ste 1>ardcalar Itregwas. The ra4o ofdfixs S AU.which k,heW by Ste carom learn eomkaotor, tad trainee m joirrrwxmea shaft trot be ppreater ohm petdred by such sums as may bo determined m bo accessary m satisfy my he terrrts ofthe pattiadarprogtam - \ljabrines orsuclt a mrarxor or subcontractor for unpaid wages and 8tefl damages as provided in the clause ant forth in paragraph .6.Whthhetdhng: The SHA shall upon its own action orupov viritteu request of ah V. ,$TATICMIiN'IS AND PAYROLLS- ntlroriud representative of the DOL:witlrleld, or souse to be . vidMd,.fioan the wntraetor'or subcomaetoi•under this compact (l�ppl'cable to an Faderal-aid construction contracts erceefing san w any other Federal contact with the e prom cquentot or S2,W0-rod to ani related subomurwts,except for projects lce+ted . ray other led'eral y-assisted connect subject 'm Davis-Eaem ori roadways classified as.local road{or teal collectors,whreb are . prevailing wage requirements which is hent by the•sarrx prime exempt•)' ontractor,as much of the man,d1mymehts or advandes as many . - - ,e considered necessary td pay laborest and mmrLaoios,iirduding I.compliance with Copeland-Rogalatioas(294 CFR 3)- ' pprentiom trainees, and helpers,employed by the-eontacior or sty subcontractor the. bit'. amount of wage* rupl ed by the The contactor shall comply with the Copeland Regulations'of tontrect In the avant of failure to pay"any laboter or mecsnia, theSectstery of Laborwhich are herein incorpora)ed by reference. - ncluding arty appr'atlice,trainee.or helpet,.arployed or working _ m the site of the vwrk, all or part of ttleu svagas:nequiind by the 2.Payrolls and Payroll Records - - ontract, the S11A goatcacting ofrAW may,aflar written notice to - he contractor,sax suah action as may be necessary to cause the uspensioa of my further payment,advance,or guarantee of fonds a Payrolls and basic records relating thereto shall be marl=W_viola ceased maintained by the connector and each subwntacter dining the cousa of the work and preserved fora period of 3:yeas from 7. Overtime Requirements: the date of completion of the contract for all laborers, mechanics,apprentices,trainees,watchmen,helpers,and guards No contactor or subcontractor contacting Tor my.pirt.of the worinngnt the site ofthe rVmf•. '-act wotk which may require or involve 1he'employment of b.The payroll-records shall contain the nsrmcq social security . meclsrdcs,watchmen,of guards(including apprentices, number,and address of each such anpI his or'her correct ed helpers described in paragraphs-4 and 5 above)shall. - _ classification; }only rates.of wages pmd71; didg �Dorf MV... a permit any labors; mechanic,watchmen, or guard in centrations or conn anticipated for bora fide triage ben . any workweek in which 1telshe is employed on inch work,to work cash egntvalent thereof the types described in Section I(b}}((22xB) n excess of 40 hours in such workweek unless such labors, of the Davis Bacon Act); daily and.weehly number 0 hmm; riechmic,watchman,or gmhasd.rmoeives-emigtensatiot ata rate not wow:deductions mad-:and serail wages paid. In addifio;4 icss.then oneandone-half times hiAer basic rate of pay for all for Appalachian oontraots, the piyroll taaords shall contain a fours worked in excess of 40 hours in such workwed. notationindicating whether the employee does,-or does not, normally reside in the labor area as.defined in Attachment A. 8. Volution:. paragraph 1. Whenever the Seaetary,of Labor,purmantmSec- tion.IV,paragraph 3b,has found that the wages of my labors Liability for Unpaid Wages;Liquidated Damages: In the event or meohanie include the amount•'of any costs reasonably of any,violation-of the clause rot forth in 7 above, the anticipated in providing benefits under a plan or program eoniraetor and any subcontractor te$pol+siiHe tMfear shall be liable described in 3-ction I�44)(2�1;�of the-Davis Becon Aar, the to the affected amp," fm:.hudl r unpaid vAiges:-Ih.additiory oentactor and each titOW14 p�slhrih.d tmsiir.re'eptds vvluch such contractor apd subaonnador shd-be hisbk m the United 'show the, the. .ainnui�atf to phuv`ide sten been tc is states(m the case Of wont donounder'andract.fer the District of' enforceable;that time plan-os�cogem s'f ntac illy M.sponie'blo, . Columbia or a erritrrryry, m'smh bidiict'or�to§acr tatitocy) for that the plan or program has beat comm rdom d m Vvrmg tb liquidated.damages.-Lia liquidafed damages•shalt be computed the laborers or madames, effected, and show the .cost with ra ppcct to each individual labora, medario, watcbimm, or anticipated or the actual cost incumd in providing benefits. #card employed in violatiori of the clause ser forth in paragraph 7, Contactors or subbonneotors cmpfoping'spprentces m trainees in the sum of$10 for each calendar day on which such employee under approved programs shall mahnitim Written evidence.of the was required or permitted to work:in excess of the standard work registration of apprentices and train-es, and ratios and wage -alt of 40 hours with out.paynxint of the ova ti wages required rata pre ibcdln the-applicable programs. by the elause.set forth in paragraph 7. - - Form 1273—Roiud 3-95 . 0"7-95 FR-8 •r.. 2-72 - Mar lS,2001 LPP 01-04 Local Assistance Prveednres Manaal BxWUD�IT 1Y„1t ?S&E Checklist Instructions Attachment B c.Bach contractor and subcontractor shat flauish,oarb week may be grounds for debarment action pursuant to 29 CPR 5.12. - 3n which any contract work Is performed,to the SAA resident engineer a payroll of wages 'paid each of its campbyees VI. RECORD OFMATIMAIS,SIIPPLI$S,AND including aPPi trsneu, and Lets, desdribed in LABOR ggSaection IV, puapopbs 4 and S.and watdmrca andams en- '1Tre payroll sabam'aciee thesetset _Preceding waft fwd=d completely AD 1.on an Fedeaal-aid eoatiegsat thio Nada&i�Tghway System, ofthebtfonnatinaftMtredtobe ander 2b railroad provide immlladwofpmtepteve of ihic Section V:-Tins 'reformation may be in say smile�P4 those which are comifincted on plbtarripno sdesued. UP60W Form d he �the avu7able fix:this a Intoe axetmt.or diitxt-tabor basis, u';gvr beaudScriion oD contents (F I trio• 029.005•oo US.- roadway and bridge k nim n for sit" S1,000,000(23 nstruction die' . Government Panting OH'tcei washingsM'i).G 20402. 1116contiactorshalk prime contractor is responsible for•the submission of copies of. paymis by all subcontractors. a.Became familiar with the rest of specific matuiels and supplies contained in Fant FHWA47,"Siatemeat of Materials A Each payroll. submitted shall be accompanied by a and, Labor Used by Contractor of. lfighaay Constme ion "Statement of Compt'estoe," signed by the eouuaeor or sub- Involving Federal Funds;prior to the eommericcmeat tel`work oxintractor or his/ltar agent who pays a.99civises the payment sudor thrssomract. of the Persons employed under the contract and shall ceadfy the fnIlomng b.Maints'v1 a record of the total cost of all materials and. - - ' supplies purchased for and ircaponateii in the work,and also of (I)thai the payroll for the payroll period contains the the quantities of tlmore sped&materials and supplies listed,on ent'or ation required to be maintained unda paragraph 2b of -'Form FHWA�17,atter in the volts shdsra on Fomr FHWA-4T. this SeGiba V and that such information is.cotrect and complete;. c.c.Finnish,upon the completion of the contract, to the SNA resident engineer on Form FHWA-47 together with supplies, data rea in terials and .. apprentice,d train=)that such laborer or playemechanic(incthe co r each bclduring the �labor summary of all.coutraet h lb,relative to work indicating that octal !aP )employed on the contrast during the hours worked and the total amount came& payroll.period has be6n paid the full weekly wages eared, - without•rebate, either direWy or indirectly, end that no 2AF the. arc contractor's ho either a single deduction§have been made either directly or indirectly frpm P option, 8 report the ful wages eamed,.other than permissible deductions as set covering 'U= work or separate reports for the contractor ,forth in the Regulations,29 CFR a, and foreach subcontract shall be submtued. _ '. (3)that each laborer or mechanic has been paid not less VII. SUBLETTING OR ASSIGNING THE CONTRACT dleYthe applicable wage,rate and fringe benefits or cash equivateu for-the classification of worked performed, as 1.1he contractor shall.perform with its own organization spathe c ia.the applicable wage determination incorporated ,.contract c into the work ama amounting to not less than 30 percent(or greater contract - percentage'if specified elsewhere in the connect) of the total e.The weekly submission of a property execs ted.certiftcation original contract price,excluding any specialty items designated by set forth on the reverse aide of Optimist Pam WK-347 "ll the Stats Specialty items rosy be performed by subcontract and _ satisfythe re uuianeat for the armunt of ave such specialty hems petfomred may be deducted A sabrrassioa of the ."Sntement of from the total original contract price before computing the amount Compliance"required by paragraph 2d of this Section V. of work 'required o be performed by the contractor's own £The falsification of any of the above exdficat, may organization(23 CFR 635). subject the contractor to civil or criminal prosecution under 18 a."Its own organization' shall be construed-to inctvole onlyi U.S.C,100 I and 31 U.S.C.23 L workers employed and paid directtyby the prime contractor and g. 116 contractor or subcontractor shall inaln.the records re- equipment owned or:rented by the prime contractor, with or' quire&under graph 2b of dais.Section V-available for bt- without operators. Such tots does not include eofptoyees or equipment of a subcontractor;assegnee; or agent of the pcmie spection, gr.ar transcription by and hodzed-repre'semtatives . .equips or. of the SAA,-the•F11' 4 or the."V%, suit jWmit-Wait. . . iepresattatives to interview employees duna�i=.hunts on: 6."Specialty Items"shall be comanrted to be limited-to work _ .the job. if the contractor or sulgonhastaror fiiisto anbmit tfie re-re- that. requrres highly specialized krmowloeige,. abilities, or records or to make them available,the.9111k'the FH1V g it1c t)D or all �'' equipment not ordinarily expecte in the type of.contracted 1w may, atter written.node o the contractor, -orgaaization3 qualified and expected to bid on time confect as a sponsor,applicant,su owner,take such actions as may banes =1 and in generarare o be limited to minor components of or gu to cause the suspension of her any firrthq payment,advance, the'ovcrall contra W or guarantee, of fonds, Furthermore, Faitmve to .submit the - required records upon request or to make such records available Fara II7s—tte„,,a 3-ns 0&07.95 FR-9 LPP 01-04Page 12-73 -WArch.l5,2001 ' ;XHkBrr 12-B � Local Assistance Procedures ane ,tfachmeut B - - •PS&Z Checklist Instructions 2_The mntractemount upon which tbevequiiamau set Eort}t in g tbe seriousness of three sad armt7ar ads; the fdtoaing •oapb I of Section VII iskefides-Ste cost of notice shag be posted ONssdrFedend-aid*i wsy pmjekd�(23 -r and r umsdis ured produds�ate to be Purchased or me CFR 635D in and or laplaces whCm h is readily avagab by the contractor mader the costuact provisions. prisons ooncomed with&c project: 3. ..�eontactorshall furnish(a)a competent superintendent of NOTICE TO ALL PERSONNEL ENGAGSD ON . Jpervism who is employed by the firm,has full atEhorkYto direct NBD MAL AID HIGHWAY PROJECIS . erfor,e mm, of the wok in accordance with the contract mquand is in charge of qg construction operations 18 U.S.0 1020 reads ss follows: cgardiess of who performs-the wok)and(b)sada other of its . - urn o%sntsational resources. (supervision, ' and oWhoew beft an officer, agate or employee of the United pginowmg services)as the SHA conhachog offiuxv detemmis ,oym-a any State or rarimry.-or whoever, shadier a person, ecessary,to assure theperlbrmance onk ommact auoda8mr�,�� or mrpwafrmr, try maks sayer - . slalamaid Jars'e rt P=or ww repast'ar,m the eharoerer,- 4.No portion of the contract shag be snbiet, assigned or qidhy,quantity,ar case ofthe material used or to be used ser the therwise disposed of except with the wd eepsent of the'SHA -yuandy,or quality of the work performed or to be y brmed or otNr'aoting officer,of authorized repre�ntive,and su n consent the cost thermf in aranemion with die aabmsaion oj-plans,maps, then givch"yhag not be.conatruai to reLew the emmacxer_of any" spedficatia", Wntrocts,or costs of compaction an awry higMvay _ a in 1 for the fulfillmcut of the contract. Written consent or,related project ,submitted for appraaal to the Secretary of rill be given on1Y afLx the SHA has assoied that each subcontract Transportation;or ;evidwced In writing and that it contains all perfine i provisions nd r' ttflt emems of the prime contract. , Whoever knowingly maker any false statement,fix1se repr< . sensation,false report or false claim WA to the dharocter, VIIL SAFETY.ACCIDENT PREVENTION- - adirl,-quantity, or met off arty wool'pesja or to be pa- Formed or materials fern, ed or to be farnis Jit connection 1.In the.performance of this contract the contractor shall with the constriatton of any highway a related project approved omply with all applicable Federal,Statc;and local laws governing 'by the Secretary of Transportation.or afety,health,and sanitation(23.CFR 635). Tlfe mnhadot shall vrovtde all safeguards, safety devices protective equipment vAoever knowingly makes any false itatemeat or false repre- rid take any other needed actions as it determines, HA or as the Ssearadoh ar to material jaet in any ssatemen;,certificatel or report' ontsaetin'g Officer claydctcmdnc, to be reasonably necessary, to submitted pursuant to provisions of the Federal-aid Roads Act rrotect the life and health'ofernployees on thtjob and the safety of approved July 1, 1916, (39 Stat 35A ar amended-and sup- . be public and, to. protea property in connection with the plemented, . terfotmanoe of work covered by the contract SAaU be--fined no[ more that$10,000 or imprisoned not more 2. It is a condition of this contract, and shall-be nada a con- than Syme or both." ' lition of each subeomract, which the contractor caters into put- to this contract, that the conuaetor and arty subcontractor X. IMPLEMWrATION OF CLEAN AIR ACT AND 't pemdt any employee,in performance of the dobtract, to FEDERAL WATER POLLUTION CONTROL'ACT surroundings or under conditions which are mumnitary, - 12� i or dangerous to his/her health or safety $a determintil:.- - babie to all Federal-aid-construction.contracts and to all rade,',.onshuction safety and health srandanis (29t (SR 1926)- womvlgatcdbythe$ectetaryofLaboi,ihaamdanwwith Section relatedsubcontracts ofS100,000orThom) 107of the,Contract Work Hours and Safety Standards Act (40 lay submission of this bid or the execution of this comrac; or -J,.S.G 333). - subsonhact, as approintatc..the bidder, Federal-aid construction obt tractor, or subcontractor, as-appropriate, will be dummied to 3. Pursuant to 29 CFR 1926.3, it is a condition of this contract :fiat the Secretary of Labor or authorized reps curative thereof, have stipulated as fellows. shall have right of entry to any site of con Tact performance to 1 That any facility that is or will be utilized in the performance inspect or investigate.the matter of comphanet with the oftld:contract;unless such conhad is axe ptumder the Clan Air. ' oonstavation safety and health standards and to carry out the duties Act:as amended(42 U.S.C.I857•ct seq.,as amended by Pub.L. of the Secretary under Section 107 of the Contract Work Aours 91,604),and undrs the Federal Water Pellpdon Control A(4 as and Safety Standards Act(40 U.S-C.333). amenda[(33tJ.S.ter.•i25Lit'agf.,asaneridpd$yrub;.L.98-ft TIC_ FALSE STATEMENTS CONCERNING HJGHWAY Executive 11738,sad-mgaladons In impiEtitaita'6on tireMof - "(40-(ft 15) is not listed, on the-data of contract award,.ohthe PROJECTS ' ' ,U.S. Eavironmental Protection Agency (EPA) List of Violating` Facgifiespursuantto 40 CFR 1520. In order to assure high quality and durable construction in confomrity with approved plans and specifications and it high 2.That the,firm agrees to comply and remain in gorrpliance with ilegrce of reliabi{ity on statements and reprtuentatiom-made by a71 the regrtireanenis of Section 114 of the Genn.Arc Act and engineers, contractors, suppliers, and worker on Federal-aid Section 308.of the Federal Water Pollution-Control Act and all highway projects,it is memial that all persons conotmedwith the regulations and guidelines listed thereunder. project perform their functions as artfully, thoroughly, and . honestly as possible. .Willful falsification, distortion, or ads- 3.7bat the.firm shall promptly notify the SHA of the rcompt of representation with respect to any facts related to the project is a my communication from the Director,Office Of Federal Activities, violation of Federal law. To prevent any udsundeistanding re- BPA, indicting that a facility that is, or will be utilized Pram 1273—RcviuA 5.95 ,08-01-95 FR-10 P. 2-74 Mai ch 15,2001 LPP-Di-O4 -- " Local Assistance Yroceddres Manual E GMrr 12-B RS&X Checkliat-lushvetions Atiaehtnent D for the contract is under consideration to be Gated on the EPA List g•The p vq ediaa-pniahary,particTaht-father agrees by ofviioldiugpadlities. - submitting proposal dw it on Rigarding �.m daunt titled Suspension, lactiollitl' 4.That the firm agrees to include or oar=in be included the and Voluntary Hxclusion4Awor Tia Covered Thatabdon, requirements of paragraph I thtohrgh 4 of this-Section X in eval' _ ' lNovided by the department of agency entering into this;ooversd rhoneranpt anbconusc6 std forte agrees to take ffach action as - tmasactiot4 whisss it mod ifieaboo,-m all lower tier covered lite government nay dmdtt as a nhearhe of enforcing•such_re- trannoons and in all •sofallations for lower tier covered tmnpetiens. _ - 71I. CERTIFiCAT1ON REGARDING DRDARMEW, ' Is. Pt �� b7ON,1YIIdGE11LfYAND VOLUNTARY � t is a lotier Covered EXCLUSION .transaction that is not debartedi.artspanded, ilisW or vohmtatay etoduded ftmn the covered han:actiM unless it _ brows that the catifintion is aroncona. A participant mayy 1.Instructions for Certification-Prirnaiy Covered decide the method and frtqueiney by whiob it detearme;the el- Traneactioas: igibility of its peacpala. Each partiopoust try bat is not . required to, check.the tamp+oaa«aent portion of the"Lasts of (Applicable to all Federal-aid contracts-49 CFR 29) Parties Excluded From Federal Procurement or Nonproaaen ent _ Programer' (MrsptowremeM List) which is compiled by the a.Ry signing and submitting this proposal, the prospective Oenerat'Seivieies Administration. ptisnerypatteipant is providing the oertification set out below. i.leotOnmn��contained in tc foregoing dudl be c a dined t. .b.The inability of a person to provhie the ocrtifieatioir serf out seciums establishment df a system of nxruda in oda t tends in below'vdil not necessarily result rn Qenlal ofpaOcipatnoa is this �od fait the eesdficatioa required by this Clause. The covered transaction The prospaaive paeticpiant shall submit an exceed tha and•h is annually of pressed nt if not required m explanation,of why it amnot provide to certification act cut .exceed that which is normally possessed try a pendent person m below. The certification or'explanation wM be considemd in the ordinary course of buthusss dealings. connection with the depamaent or agen-cy's determination - .whether to enter into this transaction. Aoinva, Winne of to )•Sxcdpt for.transactions authorized undo,paragraph f of Prospective pts pa[ticipant m famish a certiticaHbn or an mese instrucdoms, if a p berpant in a oovard transaction ezplanamon shat ualtfy such aperson-fiom participation in knowingly enters into a lower tier covered tranraeriom wit a rhes transaction Pelson who is suspended,Atbaned; ineligible,.or voluntarily . - excluded from partfcipatim in this transaction, in addition to G The certification in this clause is a material representation other remedies available to the Federal Goverment, the de- ` of laupon pp n which reliance was placed when the department or partment or agency may terminate tis transaction for cause or agency determined to enter into Wi transection If it is lite default .determined that the ptmpec#ve'promuy,p�cipant ly ...w.. rendered• an erroneous-certification, m addition t remedies available to the Federal Oovor mend Um depar�nt oragency may terminate thirtmnsadion for cause ofdefbauullt Certification Regarding Debarment, Suspension,Ineligibility and Voluntary d The prospective primary participant. shall provide. im- Exclad6a—Primary Covered Transactions medi'ats written notice to the depatr eat or agency to whom this proposal is submitted if any•time'the prospective primary 1.The prospective,pr-imay participant certifies to the best of participant leartss that its certification was.erroneous when its knoviledge and beleP that it and its principals. submitted 'or has become onviieum by reason of changed - circumstance& a Are not -presently debarred, suspended, proposed for debarment, declared taehgibie, or voluntarily excluded from C.The terms "covered transaction,""debarred," "suspmded; coJerod.transactions by any Federal department or agency; ' "ineligible," "lower tier covered -itan'seetioq" " arttcipant," -. h.Have not within a 3- period preeadng tis Feast ".person,""prirnary.everted.transeatary""paaotPd'"01VT 44" -cot 'thin . .year. od . and "yoluntasil'y=lmfl�i 4S ri`sfd is tbis clarrse,'havc•te. been cervi bad p_crvil rad . J . gm e.la against . ':rtseaimgs set out.iii.dra'IJefaiitdgs�aud Covetnge Sections of - tliein:- ooriimissiou,tif'ftzud'or a oiimintl of)afs9.tn. rirlas imp lementidg'i4zeeuEive Oidetd2549.,Yori titay Wil a. connection viii etaaimmg, attempting so� oblaur, or the tkpatmbm or agerwy to which this proposal is subhmtitd for pefosiining a pdbiie (ited'etal, Stam or local) transaction or usislarnae in obtaining aoopyoftieseieguletioos. - Contract under a public transaction; violation of Federal or State antitrust statut6s t commission.of eroberdement,theft, fThe prospective prhmFy participant agrees by submitting. for�cry, bribery, fsi"cation or destruction of records, this proposal-that, should the proposed covered-transaction be melang.faise statern %or receiving stolen property, entered into, it shall int knowingly enter int any lower tie covered transaction with a person who ig debarred,suspended, . c.Are riot presently indicted for or otherwise criminally or declared ineligible,or voluntarily excluded tibm parficipatio s in civilly charged by a govemmemal entity (Federal, State or -this covered transaction,unless authorized by the dep3rtmeutor loci)with cormsss ion of army of the offbmes enumerated in agency entering into this transaction paragraph Ib of tads certification;and rwm 1173—RAA a 3-95 08,07M FR-11 Page 12-75 LPP 01-04 .March 15,-2001 XMBIT 12-R Local Assiatsaee Pt ox8mea Manual ttachment B PS"Checklist lnetrnedons d.Have not within a 31car period preeoding this ap• required to,dxdcffieNwPWOuremeatLISL . olioation/proposel had—we or more public transactionsthing wrisined-�yon foregoing-shall be con tmod to verticaa ti l,State cal)temimated for cause o[defauh. roquirc�.��ofa system of records in adeno fender in Sere the prospective pt� par Y ticipiurt is unable to goal faith the oertili�on required by this Haase. The cm. , to any of the .statemaas in this oetiflcabao, such Imowled and 'mfoonacion of participant is amt required to . -prospective participant shall attach as explanation to this =c d that which is normally poseessext by a prudes parson in _ - - the ordinary can=ofbaainewdealings. i.Except for transactions authorized Under Paragraph e.Of • - these instructions, if a.parhor in a covered transaction 2.lnat'ri ctiona fort artification-Lowerner'Co�'e'ed knowingly*Mars inti a loaret•tier in transaction with a raasadfions: who 6 debarred, ineW?K ai volurstm ay . - ed fioni .in this transaatos4 In addition to other temedles to Ore Federal Ooramodd.-the do- (ApplieWe to all subcontracts,puutdtese orders and outer lowsoc a with which Otis transaction maY err transactions of 525,000 or moa=49 CFP 29) � � P e ava'laby ranaGe, Including suspauston and/or - A.By signing and'subriduing this proposal, the respectivedebetrnenk - . Sower tie.is providing the cord9caden sat out below. ««««« b.The certification in thin chums is a inatgial fepreaa U$DU CeOtieatioh ltegarding DebarowG . of fact upon which reliance was plaid when this transaction uspat� In bility and Vafaatary was entered into. If it is later dctaaoiatl Gnat the MVO.*" Ex�o*4a&wcr Cowred TramacOaar lower 'tie participant kaowiogly readeted an eaorieors eatificntion in addition to other remedies available to the , I.The pmspesdve lower dor pattemeuh oatM by Federal(3ovemment, the deparlm�t of agency with which this ��u on tto b�;ss proposal it�neither it nor its principals is transao.0, 0. inated may pantie ie remedies,includingsen y snsp prdposed for debarment, suspensionand/ocdebarrtieat declared tneGgt'ble,or volnartarilq exa(uded fiompartieipation is this transaction by any Federal department a agency. C The. prospective lower der padcippaannr sha41 provide _ ' immediate written notice to•the petsoa to vfiiob this proposal is 2.Where the pmspccdvc lower tie participant is unable to submitted if at any time the prospective lower tier penicrpem certify to any of the statements in this Quffication, such teams that its carification was arroneous by reason of dnanged ,prospective participant shall.attach an-explanation to this .circmnstances. proposal. . cL The terms "covered transaction,"•debarred," "saspcnded," ."inerrgiblc," 'primary covered transaction," "Participant," . -wM "pringipal;""proposal,"and hrolumarily excluded,"as )M, CERTIFICATTON-REGARDING USE OF in this clause,have the meetings set out in the Defrnitiom CONTRACT FUNDS FORSABBYIIiG ' Iverage sections of rides Implementing Executive Older _ — t You may contact the,Person Ito which this proposal is - - suu..dtted for assistance in obtaming a ropy of those regulations. (Applicable to all Fedemlaid construction contracts and to all related subcontracts which exceed 5100,000-49 CFE 20) e.The prospective lower ter participant agrees by submitting this proposal that, should the proposed covered transaction be t.The prospective participant certifies,:by signing and entered into, it shall not knowingly enter into any Iowa tier subrnitdngthts bid or proposal,to the best of hs or her knowledge covered'uanasetion with a papen'who is debarred,suspended and belief,that ' declared ineligible,or voluntarily excluded from participation in this covered tiahsactiop,,unless authorized by the depamrwt or e:No Federal appropriated fiords have been paid a will be paid, agency with which this transaction origlmted. by or.on behalf of the undeisigned,to any pusauJor influencing or attempting.to influence an officer or employee of any Federal £The-prospective.Iowa lis Participant further agrees by agency, a Manher of Congress, an.Officer or "I.OYx Of sulataitling;:tlps;:pmposal.that it will Sat rude t5is.crape; ntled' 'WA th s,or an hg.-d lea uta eral c r'df Etageres m eon,necany. ".G`biti8'intloir Jdegandl}ig:ISdtarmen $hsftbnsioiy {n�gibiiitY' 'Fath tine awarding of sty Iredetel con0aot BS mlkigg of:ant snot Yoltintary:F.icclusidn'Lowd err Cbvaed ltaosaction," Fades)grant,thea melting r4 a Federal IngAcxte itto, cunni into Of n, without modiScation, in aE•iowa da covered hanseMlons and any caopyran dr eit,or y end .the extension, nal co aeon, is all soficitaddnsfor1owerfiacovaednansactidns. renewal, amwthrxot, or modification of any Federal contract, grant,'loan,or cooperative agreement g.A.participant in a covered transaction may rely,upon a certification ora pmspcctive participant in a knva tic covered b.if any funds other than Federal appropriated finds have been ,. transaction that is not 8el�r:ed, gmpendad, ineligible, or paid or will be paid o my=n for.tufluendng a attempting to voluntarily'excluded from One covered transaction, unless it miluorm an-otfica or employee of any Federal ageacy,a Member knows.that the certification,is erroneous_ A Participant may of Congress,an Officer or rn ployoe of Congress,Oran employee decide the method and ffequtu�y by which it detetmines-tho el- of,a Member of Congiess in connection with this Federal contract, igibility of its ptincipait. Fach' participant may,but'is not tbimI273—ac6ww7-95 _ M07-95 FR-12 P: b-76 Ma.ch 15,2001 LPP 01-04 _^-. Local Assistance Proeodures Manual E%HEUT 12-E PS&E Checklist imttvedons Attachmmat B grant, lorry or twoPaative agreement, the rndaag,red doll be subject to a civil po ally of not less than$10,000 and not more oompiete.and submit Standard Foma-ilI„ "Disdostue Form to than$100,000foreschsuch hilare. - - - Report lobbying,"in aecordenco.vrith.its insttnctioax 3.71e prospective participant also agrees by submitting his or 2.nit oer ifiatiwt is a metaisl tepraentsfioti of fan upon her bid of pmpood that be or she shall regauc,ffiet tee language of •Wbich reliance was plaab whets dis-tam transaction vias ada e an- this certification be indAded in all Iowa tier atboantracts,which tared into. Submiasioa of this catl6i6idon is a ' 'e for exceed $100,000 and that all such recipients shall certify and making or-entering irto.tAis trannotion - by I US.C- discloseaoomdntgly. . 1352. Any person who fads to M6 the>aphed,ccr8ficatiam shall - FEBER.AI AID7?EMALE AND MYNUETCP GOALS In accordance with Section U. "Nondiscrimination," of 177 Sacramento,CA: "Required Contract Provisions Federal-aid• Consiruction .Conaacu"the following are the goals for fa wo utilization: . SMSA Counties. 16.1 Goal for Woman• - 6920 Saciame CCA---CA---'...._- CA Placer:G'Sac mmete; (applies m6oawide):.___._..(paioedt) _..... 6.9 CA Yob. The following are goals for ninorityuMixation: Non SMSA Coumies_..__.-....-...._-___.._. 14.3 CA Butte;CA Coluss; CA El Dorado-,CA Gleam; .. CALiFORNIA.'ECONOMIC AREA CA Nevada;CA Sizes; CA Satter,CA Yuba Goal (Percent) ' 178 Stockton-Modemn,CA: 174.Redding,CA:. • - SMSA Counties:• - Non-SMSA Counties ------------ 6.8 5170 Modeeto;CA._—•—'---___......_._._. 123 , CA Lassen;CA Modoc; - CA Stanidaus. CA Plumas;CA Shasta; 8120 Stockton,CA.................,..,._....»..... 24.3 CA Siskiyou;CA Tehama. CA SannJoatium. 19.8 175 Eureka,CA Non-SMSA Counties.-..-.____.._._.-„._:._..-.. CA Alpine:CA An odor, _ Non-SMSA Counties.:_..�...��.-...---- 6.6 CA Calaveras;CA Mariposa; CA Dtl Norte;CA Humboldt: CA Merced;CA 7Lolumne. -CA Trinity. 179 Fresno-Bakersfield,CA: .' 176 San Francisco-Qakland-San Jose,CA: SMSA Counties: SMSA Counties: - 0680 Bakersfield,CA......... ........_....._. 19.1 em 7120 Salinas-Seaside- 40 Ieh Monterey,CA........._._..__._._�_._.._. 28.9 2.0 FressCA...._..._-...._...._..._._......_ 26.1 A Fresno. CA Monterey. -C . 7360Ssh):rsndsco-OaWaixk CA.--_-_ ' 25.6 Non-SMS?i Kings; C esMadeir.._.......__.»......_. 23.6 CA Kings;CA Madera; ' CA Aiaraeda;.Ck CorrtiaGosra: CA Tulare. 'CA.Mdiv;CCk San.Francisco; .CA Sen Kfaieo, 180 Los Angeles,CA., . 7400 San Jose,CA.-______ 1916 CA Sauta Clara. SMSA Counties: . 7485SantmCnr2,.CA...... 14.9 0360 Anaheim-SantaAna-Garden CA Santa Cnm 7.500 Santa Ross,CA----------- 9.0 CA Ora A W_..__....___.._.....__...._.... I L9 CA Sonoma. 4480 UsAngoles-Long 8720 Vallejo-Fairfidd-Napa,CA17.1 Beach,CA__.:_...._.____,_.__._.._._.... 28.3 CA Napa;CA Solano CA Los Angeles. . Non-SMSA Counties_:._-..-___._-.__._ 23.2 6000 Oxnard-SimiValley- enmra,CA— 21.5 0. Lake•,CA Mendddno; Ventura .CA Ventu . CA San Benito. - - - '6o,m i7n—hev;ud3-45 0&07A5 ' FR-13 Page 12-77 LPP 01-04 Mmrrh 15,2001 MVMBYT IVE i*cal Ass{staO�'rocetlnrve Manual lttachment B PS&S Checklist rMt roctous 6780 Riversida8an Sermd-mo= - - - tRdaio,CA. 19.0 CA. Riverside; 4 San Bernard no. -/'Santa Barbus-Sants Ms&- . �1,,ormm��ooee,CA. —__»_. »___ 19.7 . CA-Santa Barbara. - - Non-SMSA Counties......._...»......»._..__.-..._. 74.6 - - CA Inyo:CA Morro CA San Luis Obispo. 81. 9an Diego.CA' . SMSA Counties - - - 7320 San Diego,CA..__»_»___..-,.__._... 16.9 - .CA Sat Diego. 18.2 . CA Irnperiat yn additlbn to the reportingset Porth elsewhere m this coutreq the-Corinaelarandsubcontracam holding subconnaar,not e¢ittding metefiat atppNara,or 10,000 oe arae,shag sul mitfor every olpR&orhtly inning which work ispuhtwed,emptoynxnt data " s corrtained under Form FAWA PR-1391(AppendixCto 23 CFR,Part 230),and In axordasce with the insunrxion4 inrdnded n, Orel 1277—Rw bW 345 - 8-07-95 FR-14 x -78 March 15,2001 LPP 01-04 LocilMaistauceFrOeRkresTSausal > XHIBTI 1LL — PS&E Checklist Instructions Attachment N CPo be used,wheat applicable,in Feders&aid prnjeds) aIV.Mt%[Umber of traIMM FEI)ERAL REQUIREMEM TRAINING SPECIAL PROVISIONS MEQ REQUMEMENT�G No employee shall be a pplayed as a trainee or SPECIAL PROVISION.—As part of the Conuiewsapprentice in say dassi6cstiesi in which -be, las ExpntemploymentOpportunityaffirmativeactionprogram, - cmnpleaed a traitdng crnrrse leading to . training shell be provided u follows journeyman states or m which he has been employed as a joumayman. the Contractor should satisfy this . . The Contractor shall provide oa4li job training to r�rca^zat by Including appropriate questions in the employes apptieetion or by other suitable meads. develop Pott journeymen in tlte.types of trades or,job Regardless of At medw rised the Canracros's room& ..classification involved - should document •mxra the findings in each cases ' The goat for the number ot`tninees or-apprms6as to The mininsim length and type of training for each be trained under the regvirmunu of this special provision clusifiration wltl be as established in the training program -wilt,be selected 'by the Ca aactdr and approved by both the In the event the Cannactoi'subcontracts a portion of Depariment and the Federal iiighway'Adndnistmlion The . the contract work,hr:shall ddemene,how many,if any,of Department and the Federal Highway Administration will the taimew or apprentices aro to.be trained by tie' approve a program if it is-r asonabty calculated W mat the subcoatractor,provided however,that the Contractor shall equalto opportunity obligations of the retain the primary responsibilr'ty for.meeting the training Conti Y+meot °p1thea? er !ri . requirements.imposed.by this special provision. 'pre Contractor and m.tus in t e average minx concerned apprentice Contraeior -shall also ensure that this Training Special forjovmee training pethe classification , apprenticeship the • Provision is made applicable to such subcontract- Where pro of the framing period Furthermore,apart apprenticeship feasible, 25 percent of trainees a apprentices in each Bucca o Apprenticeship with the U.S. Department t e Labor, decupation.shall be in their first.yesr of apprenticeship or Bureaa of ,Depart ani o l d striving,admit,the State of training. California,Pepamnemt of.Industrial-]ietatioins,Division of Apprenticeship-Standards recognized by the Bureau and The number of trainees or apprentices- shall be training programs approved but not necessarily sponsored distributed among the work dassificatians,on the basis of by the U.S. Department of Labor, Manpower -'the Contractor's needs and the availability of journeymen Administration, in the various classifications within a reasonable min of Bureau of Apprenticeship and Training recruitment. Prior:to corahweing.yolk, the Contractor shall alio be corisidaed aeceptabie provided it is being shall submit to the Department for approval-die ngmber of -administered.in a manner consistent with, the equal trainees or apprentices to be trained in each selected employment obligations of Fedetalaid _"highway 'classification and tunical to be ured construction contracts. Approval -or acceptance of a program training program shall be obtained from the State prior to .'Furthermare,the Contractor shall specify the starting time commencing work ort the classification covered by the for training in each of the classifications. The Contractor tvHl be credited for each mina or apprentice employed by program. It is the intention of'these provisions that training live on the contract .hark who is currently anticemployed or is to be provided in the construction crafts Lather than - becomes enrolled in an approved program and wilt be clerk-typists or secretarial-type positions. Training is .reimbursed.for such- trainees or apprentices as provitkd lrermissible in lower level management.positions such.as .. .hertitafter. office,engineers eatirriators;timektapesi',etb., where the Training and v of minorities and training is oriented. toward. eonsfrnction applications. g pgrading Training in the laborer classification may be permitted toward jouineynton status is.a primobjective of objeof tins .- provided that significant and meaningful training is Training Special Provision Accordingly, the Contractor - .shalt'make every effort nanvanvilminority and women provided and approved by the division office. ttaincesor apprentices te.g.,by conducting systematic and Some offsite training is permissible as long as rix training is an integral part of an approved'vaining program direct d minority through public and private sauces)Gkdy and docs not comprise asignificant•part of the overall to yield minority and woman trainees or apprentices)to the ,training:Except as otherwise noted below,the Contractor - extent such persons are available within a resionable auea an Of recnritment The Contractor will be responsible for will bled on this c rd acts per hour of training given ve demonstrating the steps that he has taken in pursuatxe emptoyx on this c�aact in accordance with an approved traWm9peogram. As approved by the Engineer, thereof, prior to a chance cation is to whether fisc reimbursement will be madeSor tminingofpersons in ' Contractor is in compliance with'this Training Specie!• excess of the number specified herein. Provision. This training commitment isnot intended,and Shall not be,used,to discriminate against any applicant for training,whether a member of a minority group or not F-15 Page 12-107 March 15,2001 c)q=1T 12-E Load Ash dce Psocedum Maaual kttachment N PMR Chaddist instractions - This reimbursement will be made even thcegit the has completed his tzaimag progrmt ltisnotregtutedtharall ontnetorreonvesadditionaluainingpropate5mdsAnne trainees orapprentices;beonboard for the=fire langthofthe sources,provided such other source does not w mac[. A Contractor will have NEW hisresponsibilities _ - Amity prohibit the Contnaor from seccaving.6ther ander this Training Spatial Provision Who Ind Pvdded reimbursmunL Reimburmucutfor ofaioetra®ingindicated acceptable training toasnumber oftr'aioiesbrappamtices above may only be made to the Contractor where he does one specified..The numbertramed stall be determined on the or more of Ore ibllowing and the trainees or apprentices arc basis ofthe total number enrolled on rite contract for a . concurrvert Mployed on a Feddral-aid pmjo t;wffirbutes signif'ow pedod .. to the dost of the training,prlrvides the hawaction to the Only trainee: or apprentices,registcrod in'a program . '02ince or apprentice or.payt the trainee's or approrADes approved by the State of CdiforaWs State Adminienator.of wages during.theoffsitetraining period. Apprenticeship may be employed on the project and said No payment shall be merle to the Contractor if either the •ttainces or apprentices shall be paid the standard wage fliilure to provide the required.trdning,of the 6oure m hire spsoiOed under the regulations of the craft or trade at which . the traineoor apprentice is a journeyman,is cdosed-bythe Baty are ernployed Contractor and evidences a lack of good faith ou the part The Contractor shall 8unish the trainee or apprentice a of the Contractor in meeting the requirements of this Training copy of the program he wilt follow in proviTmg.thi training. Special-Provision. It is norrrlally expected that a trainee or The Contactor shall provide each trainee orapprentice with a .apprentice will begin his training on the-prajed as soon as cati(icaden showing the type and length of trammi; -feasible after start.of work utilizing the skill involved and satisfaototily completed. .tennis on the project as long as training oppom}nitiet asst in The(.:enn'aet0[*ill provide for the maiatamoce.of . his ' work classification or unto he records aad furnish pe-dodie reports documenting-his perfinrmar+ce'under this Training Special Provision FR-16 108 lar. -5,2001 . .Local Assistance Procedures Manual KKMBrr 1,2-E P&&E Checklist Instructions Attachment E- DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49,CODE OF FEMAL REGMATIONS,PART 29 The bidder,.Under penalty of perjury,certifies that,except as noted below,he/she or any other person associated therewith in the capacity of owner,pmtaer,director,offecer,manager: • Is not currently under suspension,debarment,voluntary exclusion,or determination of ineligibility by any federal-agency, Has not been suspended;debased,voluntarily excluded-or determined ineligible by auy federal agency within the past 3 years; • :Does.not have a proposed debarment pending;and • Has not hese indicted,convicted,or had a civil judgment rendered against it by a court of competent jurisdiction in any matter involving fraud or official misconduct within the past 3 years. ff there are any exceptions to this certification insert the exceptions in the following space. Exceptions will not necessarily result in denial of award;but will be considered in detemmringbidder responsibilfy: For any exception noted above;indicate below to whom.it applies,initiating agency,and dates.of action. Notes: Providing false information may result in criminal prosecution or administrative sanctions. 'The above certification is part of the Proposal. Signing this Pr000sal on the signature portion thereof shall also constitute signature of this Certification.. ER-17 Page 12-83 LPP 01-04 March 1SM01 _ Local Assistance Procedures Manaai EXECMTr 12-E PS&&checidµt Instructions AWehment F NONLOBBYING CERTIFICATION ' FOR FEDERA.IrAID CONTRACTS The prospective participant certifies;by signing and submitting this bid or proposal,to the best of his or her lmowledge and belief,that. (1) No federal appropriated funds have been paid or will be-paK by or on behalf of the nadersigned,to any person for influencing or attempting to influence an officer or employee of any federal agency,a Member ' of Congress,an officer br employee of Congress;or an employee ofa Member of Congress in connection with the awarding of any federal contract,the soaking of any federal grant,the making of any federal loan,the entering.into of any cooperative agreement and the extension,oodtinuatiou,renewal, amendment,or modification of any federal contract,grant,loan,or cooperative agreement. '(2) If any funds other than federal appropriated fumtss have been paid or will be paid td anyperson fun influencing or attempting to influen-man officer or employee of any federal agency,a Member of Congress,an officer or employee of Congress,or an employee of a.Meinber of Congress in connection with this federal contract ,grant,loan, or oboperative agreement,the undersigned shall complete and 'subm5it Standard Foran-LEL,"Disclosure of-Lobbying Aaryities,"in accordance with its instructions. .This certification is a amaterial representation of fact upon*Koh reliance was placed when ihis transaction was made or entered irito.''Submission of this certification is a prerequisite for making or entering into this tiansaclion imposed by Section 1352,Title 31,U.S. Code. Any person who fails to file the required ceitification shalt be subject to a oM.penalty of not less than$10,000.and not-mora than$100,000 for each such failure. The prospectivepardoipant also agrees by submitting his or-her bid or proposal'that he or she shall require that the language of this certification be included'in all lower tier subcontracts,which exceed$100,000 and that all such subrecipients shall certify and disclose accordingly. FR-18 LPP 01-04 Page 12-85 Msrch-l5;-�41t�- --- Local As9Sshnce Procedures Manual Err 1Z-E PS&E Cltteldist lepracdoas Attachment G DISCIASIIR&9F LOBBYJVG ACITVITIES. COMpLRM TjUS pOEM To RI .RgfMLQBBymACnVrrWSPURSUANTTO31U.S.C1352 1. Type of Federal Actloq: 2. Statas of Federal Action: 3. Report Type: o & contact 0a--bid/offm/moliratwn ❑ a initial It. pact b. initial award b. mstr2ial chmge C, eooperafivewgteemeut a post-award For MatwWChange Oaly: d. loan C. loan gomaotee .- yew— quarter £ loan insurance date oflast report . d: Name and Address of Repor n Entity 5. lfReporiing llp lty 3n Na 4 Is Subawardee,, EuWNathe and Address of Prime: - ElPrime- sabawaidee. - Me ,if known- . Congressional District,ifknc m - Congressional District,if kntiwn 6. Federal Department/Agency: 7. Federal Program NamelDesaiptioo; '• - CFDA Number,ifapplicablc 8. Federal Action Number,ifknownc 9. Award Amount,ifknown: 10. a Name and Address of Lobby Entity It. ladividual@Performing Services ('including (If individual,last creme,first name,M1) . ad^d�ress If tGf ierent from No. Ida) Oasi ammo,first none,Mn (attach Continuation,Sheet(S)ifneassary) . 11. Amount of Payment(check all that apply) .13- Type of Payment(check ail that apply) $ Q Bowl planned &,retainer 'b, one-timcfee 12. Form offtyment(check all that apply): c. cgauoission e & cash d. contingent fee b. in4dnd; ipecify. nature a deferred value f other,specify 14. BriefD'esatiptfroa_oLServieesPvformed.or to bqperformed ami Dati(s)ofSecviae,induiiing 'ofticer(s}employeeK.of inember(s)codtaeted;for'PaymeatDidlea'tedta item 11: . (attach Continuation Sheet(s)ifne essary) . 15, CoatinuatiouSbeet(s)attached: Yes No 4 16. Information mqucstcd through this from is authorized by 71de 31 U.S.C.Section 1352.Uhtdociaumoflobbyfug m0anee Signatpm; - nut plead by ttie dm above when his transition was made . or ontacd imo. This diselomm is required pursuant to 31 Print Name: U.S.C.1352 This iafomradon will be reported to Coag= aemiaonua*ad will be available for public iabpecdon..Any Tide: person who fails to file&e requited Xucbmm shall be subject to a civil penalty of net less than$10,000 and not more than ' $100,000 for meh such failure. Telephone No.* Date: Authorized for Loral Repmductioo Federal the Only: Standard Form-LLL S W dmd Form[IL�Rra.09-IL9r Page 12$7 LPP-OL-04 FR-19 _Marchl5,2001 EXWMrr 12-E Local Asdstaaee ProeeduM Manual Attachment 6 PS&E Checklist b.aft actians INSTRUCTIONS FOR OOMPI.&'TION OF SF-LLL, AISCLOSURE OF LOBBYINGACT.CVEM Ais disclosure form shall be completed by the reportidg entity,whether subawardw or prime fedeial recipient,at the initiation or receipt of covered federal action or a material change to previous filing pursuant to title 31 U.S.C;Section 1352. The filing of a form is required for such payment or agreement to make payment to lobbying entity for influencing or attempting to influence an officer or employee of any agency,a Manlier of Congress an officer or employee of Congress or an employee of a Member of Congress.in connection wilt a �ovemd federal action. Attach a confirmation sheet for additional infornhation if the space on the forms is inadequate. Complete all items that apply for both the initial filing and material change report Refer'to the implementing guidance published by the Office of Management and Budget for additional information. `l. Identify the type of covered federal action for which lobbying activity is and/or has been secured to influence,the outcome of a covered federal action. 2. Identify the status of the covered federal action. 3. Identify the appropriate classificatiod of this-report. If this is a follow-up report caused by a material change to the information previously reported,enter the year andquarter in which tine change occwe& Enter the date of the last,previously submitted report by thus reporting entity for this covered federal action. 4." Enter the full name,address,city,State and zip code of the reporting entity. Include Congressional ' District if knows Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime orsubaward recipient. Identify the tier of the subawardee,e.g.,the first subawardee,of the prime is th o first tier. Subawards include but are not limited to subcontracts,sabecants and contract awards under grants. 5. If the organization fling thereport in Item 4 checks"Subawardee" then enter the full name,address, city,State and zip code of the prime federal recipient include Congressional District,if known. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency naive,-if known. Forexamphe,Department of Transportation,United States Coast(itihatd. 7. Enter the federal program name or description for the covered federal aotion(item 1). If known,enter the full Catalog of Federal Domestic Assistance(CFD'A)number for grants,cooperative agreements,40ans and loan commitments. 8. Enter the most appropriate federal identifying number available for.the federal action identification in item 1 (e.g.,Request for Proposal(RFP)number,Invitation for Sid(hFB)number,grant announcement humber,the contract grant.or loan award number;the application/proposal control number assigned by . the federa,agency)- Inclu&.preftes,e.g.,"RFP-DE=90.00I." 9. For a covered federal notion Where there has been an.award orloan commitment by the Federal agency, enter the federal amount of the awardtloan commitments for the prime entity identified in item Q or 5. 10.(a)Enter the full name,address,_city,State and zip code of the.lobbymg entity engaged by the reporting entity.identified In item 4 to influenced the covered federal action (b)Enter the full names of the individual(s)performing services and include full address if different from 10(a). Enter Last Name,First Name and Middle Initial(Mf)._ 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity(tem 4) to the lobbying entity('item 10). Indicate whether the payment has been made-.(actual)or will be made (planned). Check all boxes that apply. If this is a material change report,enter the cumulative amount of payment made or planned to be made. ' 12. Check the appropriate box(es)- Check all boxes that apply. If payment is made through an iii-kind contribution, specify the nature and value of the in-kind payment.. 15. Check the appropriate box(es). Check all boxes that apply: If other,specify nature. - ku S$8 March 15,2001 - ER-20 LPP 01-04 _ Local tobtaum'Pi-ocedures Masual F.XMMIT 12`E Ps&E Chpeklfd Instructions Attachaxat G 14. Provi&--"pecific and detailed description of the:Vervices that the lobbyist hes performed or will be expected-to perform and the date(s)ofany services rendered..Include all preparatory and related actty not just time spent in actual contact with federal officials. Identify the federal officers?trr enployce(s) oontactcd or the officer(s)employees}or Member(slof Congress flint were contacted. 15. Check whether or not a continuation sheogs)is attachod. �6. The certifying official shall sign end date the form,print his/her name title and telephone number: Public reporting'durden for this collection bf information is estimated to avetage 30 minutes per response, including time for reviewing instruction,searching existing data sources,gathering and matubming the data needed,and completing and reviewing the coHxtion of information Send comments regarding the bruden estimate or,any other aspect of this collection of information,including suggestions for reducing this burden,to the Office of Manageurent and Budget Paperwork&eduction Project(0348 0046),Washington,D.C.20503. s�«� nev.o6-otao.t�oa5< Page 12-89 LPP 01-04 FR-21 Marth 15,2001' Lecai Aaststance Pr ocedSFed Manual —17.—' PS&E Checidbt Instructions. Attachment H SECTION 2. PROPOSAL REQUIREMENTS AND CONDITIONS 2-1.01 -GENERAL The bidder's attention is directed to the provisions in Section 2,"Proposal Requirements and Coutlitions,"of the Standard Specifications and these.special provisions for the requirements and conditions which thcbidder must• observe is the preparation of the propcWfomu and the submission of the bid " In addition to the subcontractors-required to be listed in conformance with Section 2-1.034,"Required Listing of Proposed Subcontractors,"of the Standard Specifrcationc,each proposal shall have listed therein die portion of *otk that will be done by each subcontractor listed A'sheet for Iistingthe subcontractors is included in the Proposal The form of Bid'der's Bond mentioned in the last paragraph in Section 2-1:07,"Proposal Guaranty,'of the Standard Specifications will be feinid following the signature page of the Proposal n.conformance with Public Contract Code Section 7106;a Nononllusion Affidavit is included in the Proposal. Signing the Proposal shall also.constitute signature of the Noncollusion Affidavit. The.contractor;sub recipient or subcontractor shall not discriminate on die basis of race,color,national origin,or sex in the performance of this contrail The contractor shall carry out applicable requirements of 49 CFR part 26 in the award and administration of DOT assisted contmets. Failure by the contractor to carry out,thew requirements is a'material breach of this contract,which.may resultin th&Aermination of this contract or such other remedy as.the recipient deems appropriate. Each subcontract signed by the bidder must•inelude this Assurance. . 21:015--nDBRAL LOBAYING RESTRICTIONS.—Section1352,Tide I352,Title 31,United States Code prohibits Federal funds from being expended by the recipient or any lower tier subrecipient of a Federal-aid contract to pay for any person for influencing or attempting to influence a federal agency or Congress in *nnection with the awarding of any federal-aid contract',tine maldng of any federal grant or loan,or the entering into of any cooperative agreement If any funds other than federal funds have been paid for the same purposes in connection with this federal-aid contract,the xcepient shall submit an executed certification and,if required, submit a completed disclosure form as part of the bid documents. ' A certification for federal-aid contracts regarding payment of funds to lobby Congress or a federal agency is included in the.Proposal. Standard Form=LLL,"Disclosure of-Lobbying Activities,"with instructions for dompletion of the Standard Form is also included in the Proposal, Signing the Proposal shall-constitute signature of the Certification " The above reforenced certification and disclosure of lobbytngaedvitics shall be included in each siibdonfraet and any lower-tier contracts exceeding$100,900: All disclosure forms;but not certifications,shall be forwarded froin tier to'tier until received by the Engineer. The Contracfor,subcontractors and any lower-tier contractors•shall file a disclosure form at the end of each calendar quarter inwhich there occurs any event that requires.disclosure or that materially affects the accuracy of the hnfoimation contained in any disclosure form previously filed by the Contractor,subcontractors and any bower tier contractors. An event that materially affects the accuracy of tht information reported includes: (I) A cumulative increase if$25,000 or more in!he amount paid or expected to be paid for influencing or attempting"to influence a covered federal action;or (2) A change in-thepeison(s)or individnal(s)•influencing or attempting to influence a covered federal action;- or (3) A change in the officer(s),employees(s),or Member(s)contacted to influence or attempt to influence a covered Federal Action. Page 12-91 LPP 01-04 PR-22 -marchis,2001 e»rr 12 s Local essishnoe Proeeaares 11 m*d Attachment g ' PSM tit Indmedem -1.02 DISADVANTAGED BUSINESS F VTERPRM(DBE}.—This contract is subject to Part26,Title 49, of Federal Regulations entitled"Participation By Minority Business Enterprise In Department of Ktation Programs." The Regulations in their entirety art incorporated herein by this relhrence.: '(Use the follomtrig through "J"ff DBB gods are spec(## ' 3idders shall be fiilly informed respecting-the requirements of the Regulations and-the'Department's ' ]isadvantaged business(DBE)program developed'pursuant to the Regulations;pmtiramlar•atfeot on is directed to . he following matters: A. A•DBE must be a small business concern as defined pursuant to Section 3 of U.S. Small Business Act and relevant regulations promulgated pursuant thereto; B. A DBE,may participate ss a prime contractor, subcontractor, joint venture partner with a prime or subcontractor, vendor of material or supplies,or as a trucking company, C. A DBE bidder, not bidding as a joint venture with a non-DBE, will be.required to document one or a combination of the following: 1. The bidder will meet the goal by performingwork with its own;fomes. 2. The bidder will meet the goal through work performed by DBE subcontractors, suppliers or trucIring companies. 3. The bidder,prior to bidding,made adequate good-faith efforts to meet the goal. D. A DBE joint venture partner must be.responsible for specific contact.items of work,or portions thereof. Responsibility means actually performing, managing and supervising the work with its own for=. The DBS joint venture partner must share.in the capital contribution, control,management,.risks add profits of the joint venture. The DBE joint venturer must submit the joint venture agreement With the proposal or the DBE Information form required in the Section entitled "Submission of DBE Information"of these special provisions; A DHE must perform a commercially useful function, ie_, must be responsible for the execution of a distinct element of the work and must carry.out its responsibility by actually•performing, managiug:and supervising the work; F. DBEs must be certified by either the California Department of Transportation, or by a participating agency which certifies in conformance with Title 49,Code of Federal Regulations,Part 26,as of the date of bid opening. It is the Contractor's responsibility to verify thAt DBEs are certified. Listings of certified DBEs are available from the following sources: 1. ' The Department's DBE Directory, which is published.quarterly. .This Directory may be obtained from the D'ep'artment df Transportation, Materid Operations Braacb; Publication pistn'6trtion Emit, 1.900 Royal Paks Drive;Sacramonto,California 95815,Telephone:(916)'4:45-3520; 2.. The Departruent's Electronic Information Bulletin Board Service,which is accessible by modem and is updated weekly. The Bulletin Board may be accessed by first contacting the Department's Business.Enterprise Program at Telephone: (§10 227-8937 and obtaining a user identification and password; 3. The Department's web site at www.dotcarov/IiqW htm G. Credit for materials or supplies purchased from DBEs will be as follows: 1. If the materials.or supplies are obtained from a DBE manufacturer,. 100 percent of the cost of the materials or supplies will count toward the DBE goal. A DBE manuachuer is a firm that operates or maintains a factory or establishment that produces,on the premises,the materials,supplies,articles, or equipment required under.the contract and of the-general character described by the specifications. ka, A2 ' 1vlarr:nis,2001 nR 23 tri 01-04 Local Assistance Procedures Manual 1 XHIBIT 1�E PS&$Checklist Indmedons Attachment H 2. If the materials oc supplies are purchased from a 3?BB regular dealer, 60-pe -of the cost of the materials-or supplies.will count toward the DBE goal.. A DBE regular dealer is a firm that owns, operates, or maintains a store, warehouse, or other astablishmeat in-which the materials, supplies, .articles or equipment of the general character described by the specifications and required udder the contract are bought, Im t in sk)*-and regularly sold or leased to the public-in the:usual course of business, To be a DBE regular dealer,the firm most be an established,regular business that engages, as its principal business and under,its own nacre in the pruohase and sale or tease df the products in question. .A person may be a DBE regular dealer in such bulk items as petroleum products, steel, cemeatc gravel,•stone, or asphalt•without owning,opexaling, or nrarnfainin$a place of business as provided in this paragraph G.1 if the person both own&and operates distribution equipment for the products. Any supplementing of regirlar dealers'own&slnbution expapmait shall be by a long-term lease agreement and not on an ad hoc or Eby-contract•basim . Packagers, brokers, manufacturers' representatives, or.other persons who arrange•or expedite transactions are not DBE regular dealers within the meaning of this paragraph GIL 3: Credit for materials of supplies purohased from a DBE which is neithbr.a manufacturer nor a regular dealer will be limited to the entire amount of fees of commissions charged for assistance in the procurement of the materials and supplies, or fees or transportation charges for the delivery of materials or'supplies required on a job site, provided the fees are reasonable and not excessive as compared with fees,charged for similar services. 1L Credit for DBE trucking companies-will be as follows: 1. The DBE must be respon�ible for the management and supervision of the,entire tracking operation for which it is responsible on a particular contract,and there.cannot be a contrived arrangemenf-for the purpose Of meeting the DBE goal; 2. The DBE must itself own and operate at least one fully licensed, insured,and operational truck used. on the contract; 3. The DBE receives credit for the total..value'of the transportation services it provides on the,contract using trucks its Owns,insures,andflperates using drivers itemploys; . 4. The DBE may lease trucks from another DBE firm,including an owner-operator who is certified as a DBE. The DBE who leases trucks from another DBE receives credit for the total value.of the transportation services the lessee DBE provides on the contract •5. The DDE may also'lease trucks from a non-DBE firm;ideluding an owner-operator. The DBE who leases tmcks fromanon-DBE is entitled to credit only for the fee or commission it receives as a result of the lease- arrangement ' The DBE does not-receive 'credit for the total value of the transportation services provided by the.lessee,since these services are not provided by a DBE; 6. For the purposes of this.patagraplr Jra lease must indicate that.ffm DBD has exclusive use of and conYtol'-avd the lLud F: :Tha does not`preclude the leaser€track from working foe.others during the term of the It;ase with the consent of the DBE,so long as the Tease gives'the DBE absolute priority for use of the leased truck Leased trucks must display The name and idertification number of the DBE: 1. . Noncompliance by the Contractor with the requirements of the regulations constitutes a breach of this contract and may result in termination of the contract or other appropriate remedy for a breach of this contract; J. Didders are encouraged to use services offered by financial institutions owned and controlled by DBEs. Page 12-93 UP 01-04 FR-24 March is,7001 SIT I2 E Local Assistance PrecedaresMaaual Attachment H PSBcE Cheek)st Isatnetiena (Use die jo/Iowing irno DBE goals are speczyw Bidders shall-be fully informed respecting the requirement of the Regulations and are urged to obtain DBE participation in this project,although there is no specific goal for DBE participation. Caltrans has engagedtheserinces of contractor to provide supportive services to oomractors and subcdnhactom to assist in obtaining DBE patti6pafim an federally funded twnstrnotfon projects. Bidders and potential subeontmotors should check the Caltrans website at www dot_ca.eov/he/bea to verify the current availability of this service. (Use dke following section yDBEgoals are specified) 2-1,02A DBE GOAL FO&THIS CONTRACT The City/County has established the following goal for Disadvantaged Business Enterprise(DBE)participation for this contracts Disadvantaged Business Enterprise(DBE):-Lpeicent Caltrans has engaged the services of a contractor to provide supportive services to contractors and subcontractors to assist in obtaining DBE participation on federally funded o0nstmotibn projects. Bidders and potential subcontractors should check the Caltrans website at www.dot.ea.sovflm/ben to verify the current availability of this service. (Use thefollotvPng section If) BE goals are specified) 2-1--d SUBMISSION OF DBE INFORMATION The required DBE information shall be submitted on the"LOCAL AGENCY BIDDER-DBE INFORMATION" form included in the ProposaL If the DBE information is not submitted with the bid;the DBE Information form shall be removed from the documents prior to submitting.the bid. It is the bidder's responsibility to make enough work available to DBEs and to select those portions of the work or material needs consistent with the available DBEs to meet the goal for DBE participation or to provide information to.establish that;prior to bidding,the bidder made adequate good faith efforts to do so. IfDBIE information isnot submitted with the bid,the apparent succdsssful bidder(lowiMer),the second low.• bidder and the third low bidder shall submit DBE information to the 4CftyA9ejnt-ef (address)so the information is received by the City/GwmW of SJC no later than 4:00 p m,on the fourth day,not including Saturdays,Sundays and legal holidays,following bid opening: DBE information sent by U.S.Postal Service certified mail with return receipt and certificate of mailing and mailed on or before the third day,not including Saturdays Sundays and legal holidays,following bid opening will be accepted even if it is received afterlhe fourth dayfollowing bid opening. Failure to submit the required DBE information by the time specified will be grounds for fending the bid or proposal nonresponsive. Other-bidders need not submit DBE information unless requesteil to-do so by the Crty/Eotmtp of San Juan Capistrano The bidder's DBE information shall establish that goad faith efforts to meet the DBE goal have been made. To establish good faith efforts,the bidder shall demonstrate that the goal will be met or that,prior to budding, adequate good faith efforts to meet the goal were made: Es_ .1-9.4 marchI5,2001 Lecar-AsaistanceProcedares Manual EXHIBIT 12 ' PS&R Cheeldist Instrus�as Attachment H H Bidders ars cautioned that even though their submMd indicates they will meet the stated DBE goal,their ' •submittal should also include their adequate good faith efforts htformation along with their DBE goal information to protect their eligibility for award of the contract in the event the City/C0!11117,in its review.Rids that the goal has not been met The bidder's DEE information-shall include the names,addresses and phone numbers of DBE firms that will participate,with a complete destxiptioo ofwork or supplies to be provided by each,the dollar value of each DBE transaction,and a written confirmation fium the DBE that it is participating is the tbnlraet A copy of the DBEs' quote will serve as written confirmation that the DBE is participating in tilt'conhacC What loo percent of a contract item of work is not to be performed or Rirnished by a DISE,a description of the exact portion of that work to be performed or finished bythai DBE shall be inchided in the DBE information,including the planned location of that work. Tho work that a DBE prime contractor has committed.to pe orming with its own'forces as well as'the work that it has committed to be performed by DBE subcontractors,suppliers and trucking companies 'will count toward the goal. The information necessary to establish the bidder's adequate good faith efforts to meet the DBE goal should include: A. The names'and dates of.each publication in which a request for DBE participation for this project was placed by the bidder. ' B. The names and dates bf writtea notices sent to certified DBEs soliciting bids-for this project and the dates and methods used for following up initial solicitations.to determine with certainty whether the DBEs " Were interested. C. The items of work which the bidder made available to DBE funs, including, where appropriate, any ' brealdng down of the contract work items (including those items normally performed by the bidder with its own forces) into economically feasible units to facilitate DBE participation. It is the bidder's responsibility to demonstrate that sufficient work to.meet the DBE goal was made available to DBE firms. D. ''Lie names, addresses and phone numbeks of rejected DBE firms, the firms selected for that wort, and the reasons for the bidder's choice.. T. Efforts made to assist interested DBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the pians, specifications and requirements for the work which was provided to DBEs F. Efforts made to assist interested DBEs in obtaining necessary equipment, supplies, materials, or related assistance or services,excluding supplies and equipment the DRE subcontractor purchases or leases from ':tic prime contractor or its affiliate. Cl. The names'of agencies contacted to provide assistance in contacting,recruiting and using DBE firms. A. Any additional data to support a demonstration of good faith efforts. Page 12-95 LPP 01-04 FR-26 March 15,2001 Local Amistance'Prceedures Manasl EXHIBITME PS"Checklist Instructions A.t"Veut I SECTION 3. AWARD AND.EXECUTION OF CONTRACT Thi bidder`s attention is directed to the provisions in Section 3,wAward and Execution of Contract,"of the Standard Specifications and these special provisions for the regWrenients and conditions concerning award and execution of contract (Use the following paragraph If DRE gosh are specified) The award of the contract,if it be awarded;will be tp the lowest responsible bidder*hose Fnrposal 'complies With all the requirements prescribed and who has met the goat for DBE particiption or has demonstrated,to the satisfaction of the City/County,.adequate good faith efforts to do sm. -Weting the goal for DBE.Farticipation or demonstrating to the satisfaction of the City/County,adequate good faith efforts to do so is a condition forbeing eligible for award of contract SECTION 4. BEGINNING OF WORK,TIME OF COMPLETION AND LIQUIDATW DAMAGES Atteation is directed to the provisions in Section 8-1.03,"Beginning of Work,"in Section 8-1.06,"Time of Compl'etion,"and in Section 8-1.07,"Liquidated Damages,"ofthe Standard Specifications and these special provisions. The Contractor shall begin work within n calendar days after the contract has been approved by the City/6edinty of San 7juan .Capistrano (sJC This work shall be diligently prosecuted to completion before the expiration oL 180 WORKING DAYS beginning on the 1%alendar day after approval of the contract (INSERT AMOUNT OF LIQUIDATED DAMAG" The Contractor shall pay to the City/Qeexty of SJC the sum of $ 2'0 per day,for each and every calendar day's delay in finishing the work in excess of the mmnber of working days prescribed above_ Page 12.07 LPP 01-04 B$IiIBIT 12-5 Local Assistance Procedures Manual Attachment M PS&E Checklist ustructioos -.01 SUBCONTRACTOR AND DBE RECORDS. — The Contractor shalt maintain =.Ords of all bc suontracts. The records shall show those subcontracts entered into with certified DBE subcontractors and records of materials purchased from certified DBE suppliers. 'Such records shall.show the datue-and business address Of.each DBE subcontractor or vendor and the total dollar amount actually paid each DBE subcontractor or vendor. Upon completion of the ooatract,a summary of these records shall be prepared on"Final Report—Utilization of Disadvantaged Business Enterprises.-(DBE),First-Tier Subcontractors" (Exhibit 17 F/Form CEM-2402) and certified correct by the Contractor or his authorized,representative, and shall be furnished to the Engineer. 5-1.02 PERFORMANCE.OF DBE SUBCONTRACTORS AND SUPPLIERS—The DBEs listed by the Contractor in response to the regdremetits iri the section of these special provisions entided"Submission of DBE Information, Award, And'Execution Of Contract," which are determined by the Department to be certified DBEs, shall perfortti the work and supply the materials for which they are listed unless the " Contractor:has received prior written autfibrization to perform the work with other forces or to olitain the materials from other sources. Authorization to utilize other forces or sources of materials may be requested for the following reasons: (1) The listed DBE,after having had a reasonable opportunity to do so,fails or refuses to execute a written contract, when such written contract,based upon the general teams,conditions.plans and specifications for the project,or on the terms of such subcontractor's or supplier's written bid is presented by the Contractor. ?) The listed DBE becomes bankrupt or insolvent. _ , 0) The listed DBE fails or refuses to perform his subcontract or furnish the listed materials. (4) The Contractor stipulated, that-a bond was a condition of executing a subcontract and-the listed DBE subcgntractor fails or refuses to meat the bond requironients of the Contractor. (s) The work performed by the listed.subcontractor is substantially unsatisfactory and is not in substantial accordance.with the plans and specifications, or.the subcontractor is substantially delaying or disrupting the progress of the work. (6) It would be in the best interest of the State. .The Contractor shall not be entitled to any payment for such work or material unless it is performed or supplied by the listed DBE or by other forces (including those of the Contractor) Pursuant to prior written authotiaatiod of the Ehgineer. 5-1.03 DBE CERTIFICATION STATUS - If a DBE subcontractor is decertified during the life of a project, the decertified subcontractor shall notify the Contractor in writing with the date of decertification. If a subcontractor becomes a certified DBE during the life of the project, the subcontractor shall notify the Contractor in writing with a date of certification. The Contractor shall furnish the written documentation to the Engineer. Upon completion of the contract,Form CEM-2403(F)indicating the DBE's existing certification status shall b,*signed and certified correct by the Contractor. The certified form shall be furnished to the engineer within 90 days from the date of contract acceptance. FR-28 Page 12-Z8 March 15;1,001 LPP 01-04 EXHIBIT 17-0 Local Assistance Procedures Manual Disadvantaged BusinesIZAterprises(DRE)CertlfioatSon Status Change *n CP-CEM 2403(F)(New 10/99) .DVANTAGED BUSINESS ENTERPRISES(DBE)CHANGE IN CERTIFICATION STATUSREPORT , The top of the form requires specific information regarding the construction project Contract Number,County, Route,Post Miles/Post Kilometers,the Administering Agency,the Contract Completion Date and the Estimated Contract Amount. It requires the Prime Contractor name and Business Address.The focus of the form is to substantiate and verify the actual DBE dollar amount paid to contractors on Federally funded projects that had a change in Certification status during the course of the completion of the contract. The two situations that are being addressed by CP-CEM 2403(F)are if a firm certified as a DBE and doing work on the contract during the course of the project becomes Decertified, and if a non-DBE firm doing work on the contract during the course of the project becomes Certified as a DBE. The form has a column to enter the Contract Item No(or Item No's)as well as a column for the Subcontractor Name,Business Address,Business Phone,and contractor's Certification Number. The column entitled Amount Paid While Certified will be used to enter the actual dollar value of the work performed by those contractors who meetthe conditions as outlined above during the time period they are Certified as a DBE. This column on the CP-CEM-2403 (F)should only reflect the dollar value of work performed while the firm was Certified as a DBE. The column called Certification/Decortification Date(Letter attached)will reflect either the date'of the Decertification Letter sent out by the Civil Rights Program or the date of the Certification Certificate mailed out by the Civil Rights Program, There is a box to check that support documentation is attached to the CP-CEM- 2403(F)form. There is a Comments section for any additional information that may need to be provided regarding any of the 4bove transactions. SEM-2403 (F)has an area at the bottom where the Contractor and the Resident Engineer sign and date that the information provided is complete and correct. FR-29 Page 17-44 .—March 1S>2t101_..----------------------------=-- �XH)BTf>2 R I*c al Assistance,Procedaras Menual Attachment M PS&S t;&erlklatlastruetioas •. l ffUBCONTRACTiNG—Attention is directed to the provisions in Section 8-1.01,"Subeoatracting" s ._ erection 2 "Proposal Requirements and Conditions,"and Section 3, "Award and Bxecution of Contract," of the Standard Specifications and these special provisions. Pu uant-to the provisions i .Sc;id 1777.1 bf the Labor Code, the Labor Commissioner publishes and distributes a list of contractors ineligible to perform work as a subcontractor on a public works project This list of disbarred contractors is available from the Department of Industrial Relations web site at httwJ/www dig ca sov/dir/L alior I'aw/DISFJDebar.html.. The provisions in the third paragraph of SectiBn $-1.01, "Subcontracting" of the Standard Specifications, that the Contractor shall perform with the Contractor's own organization contract work amounting to not less than 50 percent of the original contract price, is not changed by the Federal Aid requirement specified under "Required Contract Provisions Federal-Aid Construction Contracts"in.Stiction 14 of these special provisions that the Contractor perform not less than 30 percent of the original contract work with the Contraemes own organization. Each-subcontractor and any lower der subcontract that may in turn be trade shall include the `Required Contract Provisions Federal-Aid Construction Contracts"in Section 14 of these special provisions. This requirement shall be enforced as follows: A. Noncompliance shall be corrected. Paymenf for subcontracted work itivolved will be witir6eld from progress payments. due, or to, become due, until correction is made. Failure to.comply may result in termination of the contract. In conformance with the Federal DBE regulations Sections 26.53(f)(1) and 26.53(f)(2)Part 26,Title 49 CFR: `. The Contractor shall not terminate for convenience a DBE subcontractor listed in response to Section 2-. B, "Submission of DBE Information," and then perform that work with its own.forces,.or those of an' ".4date without written consent of the Department,and B: If a DBE subcontractor is terminated or fails to complete its work for any reason, the Contractor will be required to make good faith efforts to substitute another DBE subcontractor for the original DBE subcontractor, to the extent needed to meet the contract goal. The requirement in Section 2-1.02, "Disadvantaged Business Engerprise(DBE);" of these special provisions that DBEs must be certified on the date bids are opened does not apply to DBE substitutions after award of the contract: 54.05 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS Attention is directed to the provisions in Sections.10262 and 10262.5 of the Public Contract Code and Section 7108.5 of the Business and Professions Code concerning prompt payment to subcontractors. 5-1.06 PROMPT PAYMENT OF WITHHELD FUNDS TO SUBCONTRACTORS The Contractor shall return all moneys withheld in retention from the subcontractor within 30 days after receiving payment for work satisfactorily completed,even if the other contract work is not completed and has not been accepted in conformance with Section 7-1.17, "Acceptance of Contract," of.the Standard Specifications. This requirement shall not be construed to limit or impair any contractual, administrative or judicial remedies otherwise available to the Contractor or subcontractor in the event of a dispute involving late payment or nonpayment by the Contractor or deficient subcontract performance or noncompliance by a subcontractor. M-30 March 15,2001 LPPOl•04 ' Locsl Assistance Procedtures Manual ERSIDIT 12-B 'PS&8 Checkligt Iosumcdons. ANadtment L LOCA.AGENCY BIDDER-DBE INFORMATION This information maybe submitted-with your bid proposal. Nit i not,and you are the apparent low bidder or the second or third low bidder,it tube submitted and received by the administering agency no later than the time specified in the special COJRTEJP:M.: BIDDER'S NAME:' CONTRACT NO.: ADDRESS: BID AMOUNT:$ - BID OPENING DATE: DBE GOAL FROM CONTRACT tri2d OF WORK ANIS DESCRIPTION NAME OF DBE" DOLLAR PERCENT . . CONTRACT OF WORK OR SERVICES TO BE Nam ofDBEs,Certification Number, AMOUNT •" - rIF.MNO. SUBCONTRACTED ORMATERIALS and TelephoneNumbar). •`" DBE . --TO BE PROVIDED DEE Total Claimed S. $ plq icipaiion % a/o ' -If IOD"A of item is not to be perbxmed or furuisliedby DBE,desc ibe exact portion,including planned location of workto be o . 9€item to be erformed or famished ti DEE. OBBsmust be eerdfied by Calt azw on the data bids are opened. Subcontractors and suppliers certified state-funded only cannot be used to meet goals on federally fuaded contracts. . . . • . Credit for a-DBE supplier,wlw is not a manufacturor is Waited to 60°/a oftbe amount paid to the supplier. (See Section 'Disadvantagad Business"(DQE)of the special provisions) IMPORTANT: Names of DBE subcontractors and their respective itern(s)of work listed above should be consistent with the name and Items of work in the'."List of Subcontractors"submitted with your bid' xtrsuant to the Subcontractors listing Law. Signal=of Bidder Date (Areal Code)tel.No. Person to Contact (Please type or print) Diembatim for NHS Pmjcctr. (1)Odsioal•Calhans DLM 1'.NUS Projects,(2)Copp-I.ae 1 Agmy protect file Distribution for non4*13 Projects: (1)Original focal Agencypmjeetfile - DEPT.OF TRANSPORTATION (FED DBE)MODWIEO DC-OB-1 9(REV 09-18-9S) FR-31 Page 12-103 - LPP 01-04 -- Local Assistance Procedures Manaai EXHWIT 12-E PS&Z Choddistlnstraetions Attabbanent M 51_ BUY AAfMCA REQUCRffiMM.—Attention is directed to the`Buy America"requirements of the Surface Transportation Assistance Act 6f 1'982.(Section 165)and the Intermodal Stafece Transportation Efficiency Act of 1991 PTEA).Sections 1041(a)and 1048(a),and the regulations adopted pursuant thereto. In accordance with said law and regulations,all manufacturing processes for steel and iron materials famished for . incorporation into die work on this project sball occur in the United States;wi&the exception dmtpig iron and processed,pelletized and reduced iron ore manufactured outside of the United States cosy be used in the domestic manufacturing process for such stt d and materials The application of coatings,such as epoxy coating, galvanizing,painting,and say other costink drat protects or euhmces the valine of such steel or iron materials shall be considered a manutacturiag.process subject to the"Buy America"requirements. A Certificate of Compliance,conforming to the provisions in Section 6-1.07,"Certificates bf Compliance,"of the Standard Specifications,shall be famished for steel and iron materials. The certificates,in addition to certifying that the materials comply with the speafications,shall also specifically certify that all mapufacturing processes for.the materials occurred in the United States,except for the exceptions allowed herein. . The requirements imposed by said law and regulations do mot prevent a minimal use of foreign steel andiron materials if the,total combined cost bfsueh materials used does not exceed one-tenth of one percent(0.1%)of the tofal contract cost br$2,500,whichever is greater. The Contractor shall finnish the Engineer acceptable dodumentation of the quantity and value of any foreign steel and iron prior to incorporating such materials into the worts. FR-32 Page 12-105 LPP 01-04 ---- Atareh TS2001 -- Logi Assistanep Ptvicedares Manual err 12-E -PS&EChecklW butracdoas Attsehwent C (TBEBMDERSEXSCUTIONONTIEMGNATVIZEPORILON OFTREPROPOS.IL, MMU ALSO CONSTTfUT$OMWRSEMEN•TAND MCUTIONOFTA70Z CERTIFICATIONS WMCKAREA PART OF IWS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bia t m -proposed subcontractor hereby certifies that he has_ .has not_ participated in a previous contract ormilicontract subject to the equal opportunity clauses,as required by Executive Orders 10925, l I 114,or 11246,and that,where required;he Jw filed with the Joint Reporting Committee,the Director of the Office of Federal Contract Compliance,a Federal Government contracting oradministering-agency,or the former President's Committee on Equal Employment Opportunity,all reports due under the applicable filling requirements. Note: The above certificatdon is required by the Equal Employment OpportunityRegulations of the Secretary of Labor(41 CFR 60=1.7(b)(1)),and must be submitted by-bidders and proposed subcoutEactots only in connection with contracts•and subcontracts which are subject to the equal opportunity clause. C6ntraets and subcontracts which are exempt fiom the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of 510,000 or under are exempt) Currently,Standard Form 100(P-110-1)is the only report required by the Executive Orders of their implementing regulations. Proposed price contractors and subcontractors who have participated in a previous contract or subcontrabt subject to the Executive Orders and have not filed the required reports should note that 41 CFR 60-1.7(b)(1)prevents the award of contacts.and subcontracts unless such contractor suhmits a report covering the delinqueritperiod or such other period specified by fihe Federal Highway Administration or by the Director, Office of Federal Contract Complianee,U.S.Department of Labor. FR-33 Page 12-79 LPP Ol-04 Local Assistanc.e Procedures Manual EXHrBrr 12-E JIS&E Checklist Instructions Attachment D Noncollusion Affidavit (Title 23 United States Code Section 112 and Public Contract Code Section 710 To the CrfY/COUNTY of AEPARTMEXT OPPUBMC WOBBS. : b acoDidance with Title 23 United States Code Section 112 and Pub&c Contract Code 7106 the bidder declares that the bid is not made in the interest of,or on behalf of,any undisclosed person,partnership,compapy, 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 biddmg; 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.. Note, The above Nonooliusion Affidavit is partof the ProposaL Signing this Proposal on the signature portien-theiec+Rs1ia11 atsm constitrjt¢signature of this.Alonco110on Affidavit. Bidders are cautioaetitliat making a false certlfrcati©n n ay snl jeattlie certifier to edminal ; pro'sec�rtign ER-'34 Page 12-81 •LPP•01-9Aa001---- APPENDIX A PAVEMENT INVESTIGATION REPORTS AP-1 •• DESIGNIS Lallelle • Alanvill • TEOCHNO OGYT PROFESSIONAL PAVEMENT ENGINEERING A CALIFORNIA CORPORATION PAVEMENT INVESTIGATION Of Del Obispo Street (Paseo de la Paz to 1000' N. of Blue Fin Drive) Within the City of San Juan Capistrano, California 1� } y a A 2 z a � A .#JNtF£RO p l DADA S£RRA ryYJ � (a$ �t't� POQTT Ifjj)�2 ,� a ,? SAN JUAN ® t} Q (:a19S1mmm V DEL "� o ❑ OSISPO `may* 57GN£HtL1 HIGHWAY tG�n Prepared by: IN F Client: Boghossian & Associates Project No. 33039b MAY 2006 2700 S. GRAND AVENUE . SANTA ANA, CA 92705-5404 . (714) 546-3468 . FAX (714) 546-5841 INFO@LABELLEMARViN.COM Project No. 33039b TABLE OF CONTENTS PAGE NO. Introduction 1 Scope of Work 2 Discussion 3 Rehabilitation Procedures 5 In-Place Strength Testing 10 Traffic Use Estimates 11 Field Conditions 12 Field Core Sampling and Laboratory Data 12 Conclusions 15 Recommendations 15 Replacement Section Alternatives 19 Material Recommendations 23 Appendices A - Location and Strip Maps B - Table Ones C - Coring Results D - Deflection Data E - R-Value Determination F - Explanation of Listing on Road Rater Data Sheets G - Technical Details on Road Rater and Deflection Analysis - 1 - Project No. 33039b Introduction Improvement of Del Obispo Street from 1000' North of Blue Fin Drive to Paseo de la Paz within the City of San Juan Capistrano is in the final design and planning stages. Improvement of the roadway may include a combination of reconstruction and resurfacing combined with construction of new median or frontage improvements as required. The purpose of this investigation is to provide data and independent analysis of the present structural conditions and define or explore various means of possible rehabilitation using in place strength testing, combined with pavement core sampling and laboratory testing. The results of this investigation were also compared to the report of the visual site condition review conducted in December 2004/January 2005. Based on the present structural integrity of the existing travel lanes, and on projected future traffic use, improvement requirements to meet long term City performance expectations are developed. A challenge for rehabilitation of the roadway will be effective control or limiting of premature reflective cracking combined with the geometric limitations imposed by the existing medians, crown and roadway cross slope. Al a.r..:.. - 2 - Project No. 33039b Scope of Work Investigation of Del Obispo Street included: • Site Inspection • In-Place Strength Testing • Core sampling of the existing pavement including measurement of the Asphalt Concrete Layer Thickness Aggregate Base Layer Thickness • Bulk Sampling and Identification of Subgrade Soils Subgrade Moisture Determination Subgrade R-Value Strength Determination • Engineering Analysis Combining - Component Analysis - In-place Strength Analysis - Site Condition Assessment - Comparison with previous visual inspection(s) • Report Preparation. 0 ..■!��■•. i�.....i.. - 3 - Project No. 33039b Discussion The investigation performed utilizes pavement core sampling to define the existing section thicknesses, in place strength testing to determine the combined effects of subgrade strength variations, historical traffic use, prior maintenance and resurfacing, laboratory testing to develop predicted subgrade strengths, and subgrade moisture testing to aid in characterizing subsurface conditions. The specific 'hard' data is combined with visual examination of the roadway to develop recommendations for maintenance, rehabilitation or reconstruction. During the course of combining the many variables associated with pavement performance and pavement rehabilitation, certain design challenges have to be addressed including current grades, crown heights and cross slopes, the impacts on surface grades and elevations for each of the rehabilitation or maintenance alternatives, projected short and long term performance and of course initial and projected long term costs. Balancing the costs and benefits then requires consideration of numerous alternative methods of construction, which along with the costs and benefits include certain risks. The risks of pavement reconstruction are many, and include the potential for encountering as yet undefined subsurface conditions, utility conflicts, weather delays, and the increased costs which may actually prevent the project from moving forward, regardless of need or desire. Reconstruction also includes obvious disruption to residential and business life, and may be fraught with delays where subsurface conditions require design or construction changes. - 4 - Project No. 33039b 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 also includes risks, which are balanced with construction and personal cost savings, constructability, and a cost benefit ratio, projecting the necessary reoccurrence of maintenance with time, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address the reality of street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse. The increase in trash collection alone has tripled the weekly destruction of residential roadways in the community, with lesser but proportional damage to the arterials and collectors. 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 - 5 - Project No. 33039b construction history, the potential for reflection of existing cracking through the new wearing surface, etc. 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 performance benefits of the procedure and a comparison of resurfacing costs with the large expense of complete reconstruction. Reconstruction Reconstruction almost always provides the least 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 0 .�■!..■1.. .�i.....:.. - 6 - Project No. 33039b 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, of 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 Fourth and Fifth Editions. - 7 - Project No. 33039b 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. 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 - 8 - Project No. 33039b 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. - 9 - Project No. 33039b 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 similar 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. _ 10 - Project No. 33039b 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. In-Place Strength Testing The net effect of as-built pavement thicknesses, variability of subgrade soil types and conditions, construction and maintenance history, weather and aging cycles, and of course, the impact of continued and ever increasing traffic weights and volumes is determined through specific measurement of the in place pavement strength. Pavement deflection testing, using the Model 400 Road Rater was performed in the right wheel path of each travel lane, at 200' intervals. Specific deflection test data are included in this report. Explanations of the test equipment, deflection testing performed, and the test data provided are included In Appendix F. The pavement response to known loading criteria provides real time measurement of the present pavement strength. The pavement strength measurements are evaluated, using specific pavement performance models, combining all known information with projections of future traffic use as represented by the Traffic Index. The in-place strength testing permits development of rehabilitation alternatives which aid in reinforcing the roadway, Project No. 33039b address present physical defects and distress, and provide the user with a serviceable roadway for an extended time period. Traffic Use Estimates Estimates of future traffic use or Traffic Index was provided by the City of San Juan Capistrano. The provided Traffic Index includes estimates of current and future automobile, transit bus, tour bus and truck use. These estimates of future traffic use or Traffic Index were combined with in- place thickness , information and measured section strengths to develop recommendations for rehabilitation. Additional Traffic Indices 1 and 2 full TI's greater than the design Traffic Index were also evaluated to determine the potential impacts of differing traffic use and growth over the 20 year design period. During the course of this investigation, transit bus use, Route 91 was observed along the roadway. The present schedule includes 33 buses per day along the roadway, equivalent to a Traffic Index of 8.0 to 8.5 where reasonably filled with passengers. Recommendations for improvement were therefore provided for the 7.5 Traffic Index and for a 9.5 Traffic Index to include the observed high traffic volumes, Transit Bus and truck use. - 12 - Project No. 33039b Field Conditions Del Obispo Street is a primary arterial/collector roadway, providing east/west access from the Interstate 5 Freeway thru south/central San Juan Capistrano. The roadway also provides alternative access to the beach communities of Capistrano Beach and Dana Point. The roadway includes four travel lanes for the length of the project. The directions of travel are generally separated by a striped median. The current roadway alignment and striping includes a parking or bicycle lane along each side of the roadway. Pavement distress is typically limited to longitudinal and transverse cracking. Erosion or wear of the pavement surface is very apparent south of Camino Del Avion. field Core Sampling and Laboratory Data Pavement core sampling was performed at six (6) locations, within the roadway, distributed within each travel lane along the length of the project. Prior to field core sampling all locations were marked on the pavement surface and Underground Services Alert notified to avoid conflict with buried utilities. - 13 - Project No. 33039b Access through the asphalt pavement was provided through 6" diameter core holes, cut through the pavement surface utilizing portable coring equipment. The thickness of the asphalt concrete layer and aggregate base layer (if any), was determined during field sampling activities. Borings were advanced below the pavement surface using a combination of hand and power augers to a maximum depth of four feet. Bulk samples of the subgrade soils were placed and sealed in plastic bags for transport to the laboratory. All test holes were backfilled and patched prior to leaving the site. The asphalt concrete section includes a previous pavement reinforcing fabric layer north of Camino Del Avian. The pavement is generally thinner and absent fabric to the south. The existing asphalt concrete section varies, ranging from 4 1/8" to 6 3/8" thick south of Camino Del Avion and 6 3/8" to 8 '/<" thick north of Camino Del Avion. Aggregate base sections also vary, with five of the six locations ranging from 5 5/8" to 10" thick. A single location included 13 1/8" aggregate base and coincided with an area of wetter subgrade conditions. These wet conditions may therefore have also been prevalent at the time of original construction. The prevailing subgrade soils were identified as brown sands and a single location of brown silty clay. The silty clay soil also coincides with an area of higher subgrade moisture and a thicker as-built aggregate base section. Moistures encountered were at or drier laboratory predicted conditions at five of the six locations. Moistures in the general vicinity of silty clay, north of Dana Mesa Drive are considered wet, with moistures above laboratory predicted conditions. Back calculation of the subgrade R-Value based on thickness and - 14 - Project No. 33039b in-place strength (deflection) testing indicates the subgrade is providing variable support equivalent to an R-Value of 7 to 56, reflecting changes in subsurface moisture conditions and subgrade soil types. All subgrade soils were visually identified and tested for existing in-situ moisture conditions. Representative subgrade samples were tested for R-Value strength. Individual core thickness information, test locations, subgrade soil identification and in-situ moisture conditions are 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. Existing Asphalt Concrete 4 1/8" to 8 W Existing Aggregate Base 5 5/8" to 13 1/8" Subgrade Description Brown Sand; Brown Silty Clay Subgrade Moisture 4.9% to 23.1% Equilibrium R-Value 14 to 71 Equilibrium Moisture 12% to 20% - 15 - Project No. 33039b Conclusions The present pavement surface includes extended areas of relatively good pavement, particularly north of Camino Del Avion. The cracking within this area is primarily random, longitudinal cracking, likely reflecting some of the conditions prior to the pavement reinforcing fabric installation and overlay. Conditions south of Camino Del Avion worsen, with surface erosion and more extensive alligator cracking Specific limits of reconstruction, if any, will be a combined function of the required overlay thicknesses and any grade limitations imposed by crown height and cross slope. Alternative methods of rehabilitation have been developed, each presenting differing impacts on surface elevations, which may then be explored during final design of overall roadway grades and fixed improvements. Recommendations Rehabilitation or reinforcement of Del Obispo Street from 1000' North of Blue Fin to Paseo De La Paz should include additional measures to limit premature reflective cracking. The overlay strategy must also consider the existing - 16 - Project No. 33039b pavement reinforcing fabric below the present wearing surface north of Camino Del Avion. Primary Recommendation 1000' North of Blue Fin to Camino Del Avion The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. Where the roadway edge lacks curb and gutter, no milling should be performed. All cracking wider than 1/8" should be cleaned and filled. A nominal 1 '/2" thick asphalt concrete level course should be placed to provide grade control, enhance crown height and provide a uniform cross slope. The level course may taper through the bicycle lane. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Camino Del Avion to Paseo De La Paz The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. - 17 - Project No. 33039b A minimum 2" thick asphalt rubber hot mix (ARNM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Alternative Recommendation One 1000' North of Blue Fin to Camino Del Avion The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. Where the roadway edge lacks curb and gutter, no milling should be performed. All cracking wider than 1/8" should be cleaned and filled. A nominal 1 '/2" thick asphalt concrete level course should be placed to provide grade control, enhance crown height and provide a uniform cross slope. The level course may taper through the bicycle lane. Pavement reinforcing fabric should be installed using 0.20 gallons per square yard PG 64-10 asphalt cement. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. Camino Del Avion to Paseo De La Paz The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. - 18 - Project No. 33039b Pavement reinforcing fabric should be installed using 0.25 gallons per square yard PG 64-10 asphalt cement. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. Alternative Recommendation Two Alternative Two defers significant work from Camino Del Avion to Paseo De La Paz. Based on present conditions, a staged construction procedure could permit deferment of resurfacing along this roadway segment from 1 to 3 years. 1000' North of Blue Fin to Camino Del Avion The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. Where the roadway edge lacks curb and gutter, no milling should be performed. All cracking wider than 1/8" should be cleaned and filled. A nominal 1 '/2" thick asphalt concrete level course should be placed to provide grade control, enhance crown height and provide a uniform cross slope. The level course may taper through the bicycle lane. Resurfacing should be completed through placement of a minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay or pavement reinforcing fabric should be installed using 0.20 gallons per square yard PG 64- 10 asphalt cement and a minimum 2" thick conventional asphalt concrete overlay placed to complete resurfacing. ■ ..■�..N.. .��..w.t.. - 19 - Project No. 33039b Camino Del Avion to Paseo De La Paz All pavement cracking should be cleaned and filled. The roadway should be slurry sealed using a Type 11 Emulsion Aggregate Slurry Seal or where asphalt rubber hot mix is used on adjoining segments, a Type II Rubberized Emulsion Aggregate Slurry (REAS) seal. Budgeting should then be planned for resurfacing the roadway segment in accordance with either the Primary or Alternative One recommendation within 3 years. Replacement Section Alternatives Reconstruction of specific areas along the roadway will be required. Grade restrictions may also contribute to additional reconstruction along the roadway. Subgrade identification and testing within the existing roadway alignment reveals a variety of sand and silty clay subgrade soils exhibiting R-Value strengths of 12 to 71. Replacement sections have been designed for use where reconstruction or new construction is planned. The replacement section alternatives provided include the thickness of planned overlays. 0 NMPAJMI& � AS rwWSM- - 20 - Project No. 33039b Replacement section alternatives have been developed based on the subgrade R-Value strengths determined during laboratory testing. Given the limited If any reconstruction required, replacement sections are based on the worst case soil encountered. Design R-Value 14 Design Traffic Index 9.5 Alt. 1 6It. 2 AIt. 3 Asphalt Concrete 6" 7" 14 W Aggregate Base 19" 17 W - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 8.5 All, 1 Alt, 2 All, 3 Asphalt Concrete 5 W 6" 12 W Aggregate Base 161/2" 15 %z" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") - 21 - Project No. 33039b Design Traffic Index 7.5 Alt 1 Akt 2 Alt 3 Asphalt Concrete 4 '/2" 5" 11" Aggregate Base 14 '/2" 13 %2" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") WET SUBGRADE CONDITIONS Design R-Value 10 Design Traffic Index 9.5 It 1 Alt 2 Alt. 3 Asphalt Concrete 6" 7" 14" Aggregate Base 20" 18 %2"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") - 22 - Project No. 33039b Design Traffic Index 8.5 I Alt 2 Alt 3 Asphalt Concrete 5 W 6" 12 W Aggregate Base 17" 16 %"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 7.5 AM AI#. 2 Ait. 3 Asphalt Concrete 4 '/Y" 5" 11" Aggregate Base 15 %Z" 14 W- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") - 23 - Project No. 33039b Material Recommendations Materials — 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, or Class 2 Aggregate Base complying with the applicable sections of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition. Materials - Asphalt Concrete — New Construction Asphalt concrete shall be Type III B2 or Type III B3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Concrete — Overlay/Wearing Surface Asphalt concrete shall be Type III C3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Rubber Hot Mix Overlay Asphalt rubber hot mix shall be Type ARHM-GG-C (Wet Process) complying with the Standard Specifications for Public Works Construction, latest edition. M:v Ar V Id MMNUMMA 4 +C 1TIt lel Aft [) STRIPMAPS it w-V ' ho SON.7lSTlV(; DEL OBISPO STREET -, PAGE I OF 3 G) F agail 0( 0 ASPllAL7'TFCllJlV(A.0 11 CONCEPTUAL PURPOSES ONLY DATE 5124105 7i'�'ACIc55 B E3)8-—� ,sac F, C13 1 , + -UIN F-- ©- 7 0 3 (2' 0-2 U 3 k2l" 7 8 �C i, FABRIC 6 ABJ /8'AC IO'AB A 7 8B PRIMARY RECOMMEVDATIOi\ UI; 1000 NORTH OF BLUE FIN AVENUE TO CAMINO DEL ANON GCOLD MILL OUTER EDGE 1 5/8- BELOW GUTTER LIP TAPERING C' 2'ARHM DEEP 6- FROM THE GUTTER. @CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN I/&' PAVE MINIMUM 1 1/2' THICK ASPHALT CONCRETE LEVEL COURSE, TAPERING THROUGH BIKE LANE PAVE MINIMUM 2- THICK ASPHALT VICINITY M�AP RUBBER HOT MIX (ARHM-WET PROCESS) OVERLAY. 0 CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE MINIMUM 2 THICK ASPHALT RUBBER HOT MIX (ARHM-WET PROCESS) COVRSk, OVERLAY CAAAHO DEL AICA TO PASCO DE La PAZ 2'ARHM tk -C GED DEL OBISPO ST LABELLE -MAFIVIN, INC. Harris & Associates PROFESSIONAL PAVEMENT ENGINEERING 34 EXECUTIVE PARK, SUITE 150LASELLEMARVIN COM CD itilt \. 9 1"011 N+)PT�j PI IJv PaN :�Rol TO PASE0 ri, PH (714) 5�-3"8 FAX (714)546-5641 �A 92705 270C S GRAND AVENUE SANTA ANA, C IRVINE, CA 92614 FT�c �N'D- lip, r VAI�Jl 14 E 1'1I I'I' DEL OBISPO STREET PAGE 2 OF 3 .tYnl rx,t"tvr: • Ttl tl iLt`t f'(ttv0l.cX'1" CONCEPTUAL PURPOSES ONLY DATE: 5/24/06 ®� �® $-71 FABRIC (}I(8'ACi5718'AB 788•AC(131(8'AB 570 FABRIC / F'5 3/N'AC/5 5/8'AB� M n I r, .0 Iv 0 ^w Y. S y ,-74 FABRIC 6118•AC/.i L/8-AB] K U8•AC l I U'-AB 8'AC/TAB ALTERNATE I RECOMDIF,NDATION DETAIL , - IWO NORM OF BLUE FIN AVENUE TO CAMINO DEL AMON © COLD MILL OUTER EDGE 1 5/9' BELOW GUTTER LIP TAPERING D' 3 DEEP, 6' FROM THE GUTTER, OCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE MINIMUM 1 V2' THICK ASPHALT CONCRETE LEVEL COURSE, N`IC'1\rlti';ll,}P TAPERING THROUGH BIKE LAME. INSTALL PAVEMENT REINFORCING \.'� FABRIC USING 020 GALLONS PER SQUARE YARD PG 64-10 ASPHALT 'Z� ,ate ` M "^•++ :"*.�_ CEIIENT PRIOR TO OVERLAY. CONSTRUCT MINIMUM 2' THICK "^- \jl �( ASPHALT CONCRETE OVERLAY TO COMPLETE RESURFACING .. r'N 2 1 tIY AC UI' CWRM I1 t t O8 CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. `•` INSTALL PAVEMENTREINFORCING FABRIC USING 0.20 GALLONS PER CAMINO DEL ANON TO PASEC DE LA PAZ w_ SQUARE YARD PG 64-10 ASPHALT CEMENT PRIOR TO OVERLAY. FADFYC / ¢1 CONSTRUCT MINIMUM 2' THICK ASPHALT CONCRETE OVERLAY TO COMPLETE RESURFACING - t'< �AY Harris & Associates PROFFSSIONAL PA eEMf»T fNGiNECRNIG ` 34 EXECUTIVE PARK, SUITE 150 I itUIL.< l i NII,I'S wew cAOE;,GUARVN cw UNl(.:S a4C 5 GRAND 'ANUE SAWA ANA. Ca 12i' �.� IRVINE, CA 92614 TRAFFIC INI`£X- 95 1000' NORTH ',I NLIjL LIN DR!VE TD F.ASEC! LA PAZ an I>'4 sA4-0•aA Fnx {'. s5 T+t-5n..1 ,�7 R--VALUL 14 AAA a� (ix�m •.5011, Y DEL OBISPO STREET PAGE 3 of 3 •,50lL T£S77NG •ASP,LiLTT£C'HA'OLUCIY CONCEPTUAL PURPOSES ONLY DATE: 5/24/06 S7`1 �_-� , :i rABttic ;r,0 ragA2 L7 41/8'AC/ 57/M'ABJ iiR" ii fa 1?S`Af5 `` Fi3/N'AC/3a/M'AB t ry d f a 8 ;f J w .. w V ��r-- Z V © �� D - FL �o o { : + a Y + E g m S g 8 g o 1 t .:7i FAemC 5-7, FABHW —1 6,318AC/55/M"AB' MIIM'AC/10'AB M'AC/7'.SB ; + ALTERA'A`rE'?RECOMAIF.VDATION DETAIL 1000 NORTH OF BLUE FIN AVENUE TO CAMINO DEL ANON t Y AbW AwIm O COLD MILL OUTER EDGE 1 5/6' BELOW GUTTER LIP TAPERING 0' O�raAr ou q-Ac C DEEP, 6' FROM THE GUTTER. ( — OKRLAr CLEAN AND PILL ALL PAVEMENT CRACKS WIDER THAN 1/8' PAVE MINIMUM 1 1/2' THICK ASPHALT CONCRETE LEVEL COURSE, TAPERING THROUGH BIKE LANE, CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE MINIMUM 2- THICK ASPHALT RUBBER HOT MIK (ARHM-VET PROCESS) OVERLAY (OR> INSTALL PAVEMENT REINFORCING FABRIC USING CFO GALLONS PER i 11/R'AC(FKl CWRBE 5 SQUARE YARD PG 64-ID ASPHALT CEMENT PRIOR TO OVERLAY. CONSTRUCT MINIMUM 2- THICK ASPHALT CONCRETE OVERLAY TO CAMINO DEL ANON TO PASEO DE LA PAZ COMPLETE RESURFACING, Lt ID+A 0- OCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. -" SLURRY SEAL USING TYPE II EMULSION AGGREGATE SLURRY SEAL OR WHERE ASPHALT RUBBER HOT MIK IS USED ON ADJOINING SEGMENTS, THE USE OF A TYPE II RUBBERIZED EMULSION /f Y �0M AGGREGATE SLURRY (REAS) SEAL IS RECOMMENDEO., —T� VA.r°w.N" ` Harris Associates ��:r I EJ, OBISPO S TRI?E'l_ LA,BELLE -MAFMN, INC PROFESSIONAL PAVEMENT ENGINEERING ) 34 EXECUTIVE PARK, SUITE 150 �.-------^----� T. ww«uENUESANTA COM ANA r: ITISII'� 3]00 5 WAND AVENUE SANTA ANA, CA 9D05 IRVINE, CA 92614 TNA.II INiif% H 5 t?� ' NC1RT11 i f? .)[ FIN UPI vt ILi PASE4i DE LA OAZ PH (]t4J 546-3468 FAK (7t 4) 546 58u ""I R VALUE I4 04, TAIE ONES 1""'. Aw WNl TABLE ONE Measured Allowable Reduction G.E. A.C. Deflection 'T' Deflection Required Required Required NSi Street and Limits R.R. T.D. T.I. (f.) R.R. T.D. (%) (ft (ft) (yr, DEL OBISPO STREET: 1000 FEET NORTH OF BLUE FIN DRIVE TO PASEO DE LA P NORTHBOUND-1 2+00 to 30+00 62 11.2 7.5 0.5 91 18.2 0 .00 .00 21 8.5 0.5 79 15.2 0 .00 M 21 9.5 0.5 70 13.1 0 .00 .00 21 DEL OBISPO STREET:1000 FEET NORTH OF BLUE FIN DRIVE TO PASEO DE LA P NORTHBOUND-2 1+00 to 7+00 108 21.9 7.5 0.5 91 18.2 17 .08 .04 8.5 0.5 79 15.2 30 .22 .12 9.5 0.5 70 13.1 40 .42 .22 9+00 to 29+00 63 11.5 7.5 0.5 91 18.2 0 .00 .00 2( 8.5 0.5 79 15.2 0 .00 .00 2( 9.5 0.5 70 13.1 0 .00 .00 2( DEL OBISPO STREET:PASEO DE LA PAZ TO 1000 FEET NORTH OF BLUE FIN DRI SOUTHBOUND-1 1+00 to 29+00 75 14.4 7.5 0.5 91 18.2 0 .00 00 2( 8.5 0.5 79 15.2 0 .00 .00 2( 9.5 0.5 70 13.1 9 .03 .02 DEL OBISPO STREET:CL of PASEO DE LA PAZ TO 1000 FEET NORTH OF BLUE SOUTHBOUND-2 2+00 to 6+00 69 12.9 7.5 0.5 91 18.2 0 .00 .00 2C 8.5 0.5 79 15.2 0 .00 .00 2C 9.5 0.5 70 13.1 0 .00 .00 2( 8+00 to 30+00 100 20.4 7.5 0.5 91 18.2 11 .03 .02 1 8.5 0.5 79 15.2 25 .17 .09 9.5 0.5 70 13.1 36 .33 .17 20 Year Design Period No Growth Factor Project No.33039b P; r m ir 's dlix C CORING RESULTS Akwvfil Project No. 33039 CORING RESULTS Client: Boghossian & Associates Cores Obtained: May 8, 2006 Project Name: Del Obispo Street Technicia BM, DL, SL CORE PAVEMENT BASE I LOCATION THICKNESS (INCH)I TYPE THICKNESS(INCH) TYPE 5-70 63/8 AC 55/8 AB Del Obispo Street SS Lane 1 1518,fab, 440'S .of Paseo de la Paz, 21' E.of CF 21/4, 21/2 Comments: Longitudmal cracks, top lift separated soil Brown sand MolStnre. 10.4°% 5-71 73/8 AC 13 118 AB Del Obispo Street SB Lane 2 2, fab, 1320'S. of Paseo de la Paz, 12' E. of CF 21/4, 3 118 Comments: Longitudinal cracks RWT&LWT soft: Brown slightly silty clay Moisture: 23.1% 5-72 4 118 AC 5 718 AB Del Obispo Street SS Lane 1 1 7/8, 2 114 2275'S. of Paseo de la Paz, 21' E of AC Berm Comments: Lang cracks LWT, sub change @ 21' son 1: Brown sand wtgravel Moisture 1: 8 7?% Soil 2. Brown slightly sandy clay MoiSture 2: 13.3% 5-73 63/8 AC 5 518 AB Del Obispo Street NB Lane 2 1 1/2, 2, 435'N. of 1000'N_ Blue Fin Dr., 11'W. of CF 27/8 Comments:Long cracks,sub change Q 26' Soil 1: Brown sand Moisture 1: 11.6°% Soil 2: Brown slightly sandy clay Moisture 2: 15.5% 5-74 81/4 AC 10 AB Del Obispo Street NB Lane 1 2, fab. 1350' N. of 1000' N. of Blue Fin Dr., 29'W. of CF 25/8, 35/8 Comments: Soil: Brown sand Moisture: 9.4% 5-75 8 AC 7 AB Del Obispo Street NB Lane 2 2 3/8, fab, 2200' N. of 1000' N. of Blue Fin Dr., TW. of CF 2, 35/8 Comments: Soil: Brown sand with gravel Moisture: 4.9% .*%11„N„ Ah „on on CF= Curb Face/Fab = Fabric n, ........... ...... ............ ............. .......... ......... ... CFS � crttN DATA ............. ui A Wi a . .. . . rvm Street: DEL OBISPO STREET Protea No.33039b Limits: 1000 FEET NORTH OF BLUE FIN DRIVE TO PASEO DE LAP Direction:NORTHBOUND Lane: 1 Feet X I00 RRI RR2 RR3 Ratio Proi RRI 7D on I Comments • BEGIN TEST LANE 1 NORTHBOUND DEL OBISPO STREET •0+00 1000 FEET NORTH OF BLUE FIN DRIVE TO PASEO DE LA PAZ 00+01 Median PAINTED e0+40 LTP *1+70 CL of WESTBORNE DRIVE •2+00 Laoy6idinal(racks . 2+00 56 44 28 0.78 68 9.8 LorglhAinal Cracks 4+00 55 44 27 0.79 70 9.56 Tranverse Cracks In LWT 6+00 87 62 40 0.71 96 17.27 *6+20 CL of AVENIDA PEDREGAL 97+00 Charge In Pavement 8+00 65 46 28 0.7 73 11.96 *9+40 LTP 10+00 50 36 33 0.76 44 8.35 New Traffic Sensors 010+80 CL of CAMINO DEL AVAION 12+00 57 44 28 0.77 68 10.04 *13+80 LTP 14+00 47 38 35 0.82 42 7.63 *15+15 DANA MESA DRIVE 16+00 37 26 20 0.72 36 5.22 18+00 36 28 21 0.79 37 4.98 20+00 32 25 19 0.78 33 4.01 *20+25 LTP 22+00 60 44 32 0.72 59 10.76 *23+50 CL of WINDJAMMER DRIVE 24+00 39 29 20 0.74 42 5.7 26+00 38 28 20 0.72 39 5.46 28+00 52 40 26 0Y6 59 8.83 Longitudinal Cracks *29+35 LTP 30+00 36 27 21 0.75 35 4.98 *30+90 CL of PASEO DE LA PAZ * Not Included in Sunznwy DATA SHEET Street: DEL OBISPO STREET Project No.33039b Limits: 1000 FEET NORTH OF BLUE FIN DRIVE TO PASEO DE LAP Direction:NORTHBOUND Lane: 2 Feet X 100 RRI RRZ RR3 Ratio Prof RRI TD on 1 Comments • BEGIN TEST LANE 2 NORTHBOUND DEL OBISPO STREET •0+00 1000 FEET NORTH OF BLUE FIN DRIVE TO PASEO DE LA PAZ 00+01 Curb and Gutter 1+00 118 76 41 0.64 139 24.74 Afigator Cracks in LWT Next to Catch Basin •1+70 WESTBORNE DRIVE 3+00 84 63 39 0.75 102 16.54 Alligator Cracks •4+55 LAT PATCH 5+00 82 68 38 0.83 120 16.06 Alligator Cracks •6+25 CL of AVENIDA PEDREGAL •6+95 Change in Pavement 7+00 78 53 32 0.68 88 15.1 Longitudinal Cracks Longitudinal Cracks in LWT 9+00 40 28 8 0.68 101 5.94 Longitudinal Cracks •10+80 CL of CAMINO DEL AVION 11+50 44 38 27 0.87 55 6.9 13+00 48 40 30 0.84 56 7.87 15+00 31 28 20 0.89 39 3.77 •15+20 CL of DANA MESA ROAD 17+00 50 37 24 0.74 56 8.35 19+00 46 21 16 0.46 28 7.39 21+00 84 62 18 0.73 220 16.54 Longitudinal Cracks 23+00 29 21 12 0-72 35 3.29 •23+50 CL of WINDJAMMER DRIVE 25+00 81 60 56 0.74 64 15.82 27+00 34 17 12 0.5 24 4.49 Longitudinal Cracks Longitudinal Cracks in LWT 29+00 34 21 16 0.61 28 4.49 •29+95 RTP •30+90 CL of PASEO DE LA PAZ • Not Included in Summary DATA SHFFT Street: DEL OBISPO STREET Project No.33039b Limits: PASEO DE LA PAZ TO 1000 FEET NORTH OF BLUE FIN DRI Direction:SOUTHBOUND Lane: 1 Feet X 100 RRI RRZ RR3 Ratio Proi RRI TD on I Comments • BEGIN TEST LANE 1 SOUTHBOUND DEL OBISPO STREET •0+00 PASEO DE LA PAZ TO 1000 FEET NORTH OF BLUE FIN DRIVE 00+10 Median PAINTED 1+00 48 36 26 0.74 51 7.87 3+00 24 16 11 0.67 25 2.08 Longitudinal Cracks 5+00 82 64 44 0.78 95 16.06 Longitudinal Cracks 7+00 56 42 29 0.75 59 9.8 07+25 CL of Begin Patch •7+35 End Patch 97+40 CL of WINDJAMMER DRIVE 9+00 46 30 22 0.67 43 7.39 Longitudinal Cracks Longitudinal Cracks in LWT 11+00 46 34 25 0.74 48 7.39 13+00 60 44 34 0.75 59 10.76 Longitudinal Cracks 15+00 60 44 31 0.72 61 10.76 Longitudinal Cracks 915+70 CL of DANA MESA DRIVE 17+00 74 56 36 0.76 86 14.13 Longitudinal Cracks •18+15 LTP •20+15 CL of CAMINO DEL AVION 21+50 57 37 26 0.65 54 10.04 Alligator Cracks 23+00 87 48 26 0.56 89 17.27 Longitudinal Cracks in LWT Next to Patch •23+90 Change in Pavement 24+65 66 50 32 0.74 78 12.69 CL of AVENIDA 27+00 71 47 29 0.66 76 13.41 Longitudinal Cracks 927+45 - Lateral Trench •28+00 Lateral Trench 29+00 72 53 34 0.71 78 13.65 •29+25 CL of WESTBORNE DRIVE 930+90 CL of 1000 FEET NORTH OF BLUE FIN DRIVE • Not Included in Summary DATA SHEET street: DEL OBISPO STREET Project No.33039b Limits: CL of PASEO DE LA PAZ TO 1000 FEET NORTH OF BLUE Direction:SOUTHBOUND Lane. 2 Feet X 100 RRI RR2 RR3 Ratio Proj RRI TD on 1 Comments • BEGIN TEST LANE 2 SOUTHBOUND DEL OBISPO STREET •0+00 CL of PASEO DE LA PAZ TO 1000 FEET NORTH OF BLUE FIN DRI •0+20 Curb and Gutter 2+00 34 24 20 0.71 30 4.49 Longitudinal Cracks in LWT 4+00 76 44 23 0.57 82 14.62 Alligator Cracks in LWT 6+00 38 26 14 0.68 48 5.46 •7+40 CL of WINDJAMMER DRIVE 8+00 112 62 54 0.73 126 23.29 Longitudinal Cracks 10+00 65 49 38 0.75 63 11.96 Longitudinal Cracks Longitudinal Cracks in LWT •10+35 Begin Patch 12+00 84 61 42 0.73 90 16.54 On Patch Longitudinal Cracks Longitudinal Cracks in LWT •13+35 End Patch 14+00 64 49 32 0.76 74 11.72 Longitudinal Cracks •15+80 CL of DANA MESA DRIVE 16+00 46 34 22 0.72 50 7.39 Longitudinal Cracks 18+00 58 39 28 0.67 55 10.28 Longitudinal Cracks in LWT 19+50 44 36 26 0.83 49 6.9 Near Traffic Sensors •20+40 CL of CAMINO DEL AVION •21+15 Begin AC Berm 21+50 78 58 37 0.75 92 15.1 Stripping •23+50 End AC Berm NOW BARE SHOULDER 24+00 135 98 64 0.72 150 28.83 Alligator Cracks Alligator Cracks in LWT •24+75 CL of AVENIDA PEDRAGAL •25+95 Change in Pavement 26+00 80 65 44 0.81 95 15.58 927+20 Curb and Gutter •27+45 Lateral Trench •28+00 Lateral Trench 28+15 100 76 52 0.77 111 20.4 •29+25 CL of WESTBORNE DRIVE 30+00 48 35 18 0.72 68 7.87 031+00 CL of 1000 FEET NORTH OF BLUE FIN DRIVE • Not Included in Summary DATA SHEET ............ ............. ............ ............ HT ........... ..... ......... .......... n u. ET . ......... X, At::U:Vt),ETERM NATION .... . ...... R - VALUE DATA SHEET Boghossian & Assoc. Del Obispo PROJECT NUMBER 33039 BORING NUMBER: Subgrade 5-70 SAMPLE DESCRIPTION: Brown Sand Item SPECIMEN a b c Mold Number 13 14 15 Water added, grams 77 97 85 Initial Test Water, % 10.7 12.4 11.4 Compact Gage Pressure,psi 350 350 350 Exudation Pressure, psi 625 214 399 Height Sample, Inches 2.49 2.58 2.51 Gross Weight Mold, grams 3188 3232 3194 Tare Weight Mold, grams 2089 2080 2076 Sample Wet Weight, grams 1099 1152 1118 Expansion, Inches x 10ex -4 2 0 0 Stability 2,000 lbs 160 si 11 / 23 16 / 31 12 / 24 Turns Displacement 5.12 5.22 5.17 R-Value Uncorrected 7467 73 R-Value Corrected 74E: c973 Dry Density, pcf 120.9 1 120.4 121.2 DESIGN CALCULATION DATA Traffic Index Assumed:1 4.0 1 4.0 4.0 G.E. by Stability 0.27 1 0.32 0.28 G. E. by Expansion 0.07 1 0.00 0.00 71 Examined & Checked: 5 /121 06 Equilibrium R-Value by a EXUDATION Gf = 1.25 ` uC65s �� 0.0% Retained on � , 3 uoe REMARKS: 3/4" sieve. S g 30659 The data above is based upon processing and testin pies 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. ■ ... 1..11.. . ,ftl......i.. R-VALUE GRAPHICAL PRESENTATION PROJECT NO. � yM� y 400 aSSra.r# tam 350 BORING N0. •� 340 - _ DATE —�2 200 • ;s-..,i r 1, :41 :II: it "i :: :. •:c.•: ,:i,c: w iii• t: '^r [[:' i-!: .., :i:! : "=iti': '":ili=i : �.i:^i TRAFFIC INDEX C� A. 100 ; R-VALUE BY EXUDATION ¢ 0 " rim if tc a f R-VALUE BY EXPANSION ro MOISTURE AT FABRICATION 800 700 600 500 400 300 200 100 ?,t» r„U 00 1 ....� c � � ,;�•�.- "- -I- 90 70 x - _-_- _ W Iry 6050 _[ 40 S 30 20 _ - .. = i 10 4 1.0 2.0 3.0 4.0 ' 1�.Q 1{_� Imo•� COVER THICKNESS BY EXPANSION, FT. % MOISTURE -R-VALUE vs. EXUD. ARES. N---;.- T by EXUDATION & EXUD. T vs. EXPAN. T A A T by EXPANSION REMARKS ��� 2s R - VALUE DATA SHEET Boghossian & Assoc. Del Obispo PROJECT NUMBER 33039 BORING NUMBER: Subgrade 5-71 SAMPLE DESCRIPTION: Brown Slightly Silty Clay Item SPECIMEN a b c Mold Number 10 11 12 Water added, grams 80 120 60 Initial Test Water, % 18.0 21.7 16.1 Compact Gage Pressure,psi 105 55 155 Exudation Pressure, psi 351 236 526 Height Sample, Inches 2.55 2.52 2.51 Gross Weight Mold, grams 3207 3127 3224 Tare Weight Mold, grams 2123 2101 2117 Sample Wet Weight. grams 1084 1026 1107 Expansion, Inches x 10ex -4 82 14 112 Stability 2,000 lbs 160 si 50 1 120 60 / 136 43 / 102 Turns Displacement 3.68 3.97 3.07 R-Value Uncorrected 18 10 32 R-Value Corrected 18 10 32 Dry Density, cf 109.2 101.4 115.1 DESIGN CALCULATION DATA Traffic Index Assumed: 4.0 4.0 4.0 G.E. by Stability 0.84 0.92 0.70 G. E. by Expansion 2.73 0.47 3.73 11 Examined & Checked: 5 /12/ 06 Equilibrium R-Value by -- EXPANSION Gf = 1.25 L 0.0% Retained on REMARKS: 3/4" sieves S v 2rry 30659 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. R-VALUE GRAPHICAL PRESENTATION PROJECT NO. �3a� t vi 400 '5 54assr.... m 350 BORING NO. �y��.�j-�]� V.C\ CXoe51o0 . 300 - - DATE - _ r t _ 200 z r zi r _.3.... TRAFFIC INDEX SM•+�- A C ^t• 100 ,r �, �tntr Irr [ t R-VALUE BY EXUDATION �! 0 r , t.r[ i }'if; l.c? iii •t6i cci�(i� :i:aii'.i ._ c:.. a CD CD R-VALUE BY EXPANSION p MOISTURE AT FABRICATION 900 700 600 500 400 300 200 100 x=• , ,: _ :li r.: t4; { 100 1 90 — —_ - - Fr T v _ 3• {µ.-r - :..I:r-� 80 4 70 60 ca 50 tm- -- :y_ 2 40 30 IL a 20 W w" r r 10 O r 1.0 2.0 3.0 4.0 �Q 19. 0 2o•O COVER THICKNESS BY EXPANSION, Fr. Z MOISTURE R-VALUE vs. EXUD. FRES. T by EXUDATION A EXUD. T vs. EXPAN. T A T by EXPANSION REMARKS ■ ..Np..NL. Ap . ...... ...... am, �12 ............ 77 7- mvr,... z, tj LISTINGS ON X- RO,A D 'RA t Ek DATA SHEETS XNUJAB-tt CANES EXPLANATION OF LISTINGS ON ROAD RATER DATA SHEETS The Road Rater Data Sheets provide a tabulation of all field test data, field observations and pertinent landmarks such as cross streets, patches, utility trenches, etc. The following is an explanation of the various information contained on the data sheets: FEET X 100 - The stationing of test locations as measured in the direction of travel. RR1, RR2, RR3 - The Road Rater deflection reading in 10-5 inches. RR1 represents the deflection directly beneath the load input with RR2 representing deflection one foot and RR3 representing deflection two feet from the load input point. RATIO - The ratio of RR2 ( RR1 or the inter-relationship of the deflection one-foot from the stress input to the deflection at the toad center. This value indicates the extent of support provided directly beneath the pavement layer. PROJ. RR1 - Evaluation of the pavement deflection basin is based upon deflected pavement shape. The pavement response one and two feet from the loading center is compared to an ideal flexible pavement model and the Projected Road Rater value calculated. Comparison of the Projected RR1 and the Measured RRI provides information relative to subgrade response and asphalt concrete stiffness. TD ON 1 - The measured Road Rater sensor number one under load converted to an equivalent Traveling Deflectometer unit. The basis of conversion is: T.D. _ (R.R. x 0.01 x 24.1) - 3.7 EXPLANATION OF LISTINGS ON TABLE ONE Table One is a statistical accumulation of measured deflection values obtained during field-testing. Individual deflection test data was reviewed and grouped according to data trends and engineering judgment. Contained within the Table One are the limits of evaluation, the 80th percentile measured deflection, the allowable deflection, overlay requirements and the Nominal Service Life. The following is a more detailed explanation of the various information contained in Table One: STREET AND LIMITS - The roadway studied is separated by lane, direction of travel and stationing. The station limits selected represent areas of like deflection determined during the engineering review of data and field conditions. MEASURED DEFLECTION R.R. The 80th percentile deflection value, representing the strength under loading of the section being evaluated, reported in inches times 10-5. T.D. The 80th percentile deflection value in Traveling Deflectometer units, 10-3 inches. T.I. The Traffic Index used for evaluation of the specific test loading. The Traffic Index represents the anticipated accumulation of equivalent axle loads within the design period. 'T' The thickness of existing surfacing material provided. ALLOWABLE DEFLECTION - The maximum permissible deflection value where no reinforcement is necessary. The calculated maximum value is based upon asphalt concrete thickness and traffic index as determined per Caltrans Test Method 356. The allowable deflection is reported in both Road Rater (R.R.) and Traveling Deflectometer (T.D.) units. RED. REQ'D (%) The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. G.E. REQ'D (FT.) The equivalent thickness, in feet, of rock base required to effect the specified deflection reduction. A.C. REQ'D (FT.) The equivalent asphalt concrete thickness required to effect the specified deflection reduction. NSL (YRS.) The nominal service life is a computation of the time it would take to generate the number of equivalent axle loads permissible based upon measured strengths. The NSL should be considered as an ordering tool due to variations in growth rates and actual axle loading within specific times of the design period. A E,CHXICA.-L. ETAILS ON ROAD RATER : ANIPVEFLECTION ANALYSIS TECHNICAL DETAILS ON ROAD RATER & DEFLECTION ANALYSIS TEST EQUIPMENT -The Road Rater is a non-destructive hydraulic test apparatus that measures the stiffness of a pavement by applying a dynamic load. It is equipped with electronic instrumentation that measures and displays the deflection at the point where the force is applied and one or more other nearby points. Additional details will be provided if desired. Following are specific operation data for this study: TEST FREQUENCY = 25 Hertz AIR PRESSURE-Transfer Pods = 35 psig AIR PRESSURE-Support Pais = 47 psig STATIC LOADING = 5333 Newtons OSCILLATING LOADING = 5340 Newtons DEFLECTION ANALYSIS BIBLIOGRAPHY 1. The State of California, Department of Public Works, Division of Highways, Materials Manual-Volume I, Test Method CAL 356 2. The Asphalt Institute Publication, "Asphalt Overlays and Pavement Rehabilitation" MS-17 3. Flexible Pavement, Structural Section Design Guide for California Cities and Counties 4. International Conference on the Structural Design of Asphalt, Proceedings 1962, 1967, 1972 and 1982 - Various Papers 5. A Guide to the Structural Design of Fie)able and Rigid Pavements in Canada; Canadian Good Roads Association, September 1975 and Australia Method, 1982 6. Various Technical Memorandums and Reports presented by. a) American Society of Civil Engineers, Soils Mechanics Division and Transportation Division b) Highway Research Board Records and Special Reports on Pavement Performance c) FHWA, FAA and miscellaneous Federal and State Reports relative to Deflection Analysis ,vJtr■m dh AlLawwiw • • DESIGN'S ', ., 'C "� • ,,, .' `•, ,, • TEOCHNOLOGYT PROFESSIONAL PAVEMENT ENGINEERING A CALIFORNIA CORPORAnON PAVEMENT INVESTIGATION Of Del Obispo Street (Aguacate Road to Paseo de la Paz) Within the City of San Juan Capistrano, California b h R t b d h r a N � ,H,tNIPfRO fy a SERRA DANA � � g a K SANJUAN TR q 1 � (.`APL+i1RANQ ANON DEL OBISPO `n-+ STf1M£MlLL N(CNWA 1" r`. t ` Prepare y. _ VIN 9 Client: Boghossian & Associates Project No. 33039a MAY 2006 2700 S. GRAND AVENUE . SANTA ANA, CA 92705-5404 . (714) 546-3468 . FAX (714) 546-5841 INFO@LABELLEMARVIN.COM Project No. 33039a TABLE OF CONTENTS PAGE No. Introduction 1 Scope of Work 2 Discussion 3 Rehabilitation Procedures S In-Place Strength Testing 10 Traffic Use Estimates 11 Field Conditions 12 Field Core Sampling and Laboratory Data 12 Conclusions 14 Recommendations 15 Replacement Section Alternatives 17 Material Recommendations 21 Appendices A - Location and Strip Maps B - Table Ones C - Coring Results D - -Deflection Data E - R-Value Determination F - Explanation of Listing on Road Rater Data Sheets G - Technical Details on Road Rater and Deflection Analysis I�AItI�IC • �� 1 1 - Project No. 33039a Introduction Improvement of Del Obispo Street from to Paseo de la Paz to Aguacate Road within the City of San Juan Capistrano is in the final design and planning stages. Improvement of the roadway may include a combination of reconstruction and resurfacing combined with construction of new median or frontage improvements as required. The purpose of this investigation is to provide data and independent analysis of the present structural conditions and define or explore various means of possible rehabilitation using in place strength testing, combined with pavement core sampling and laboratory testing. The results of this investigation were also compared to the report of the visual site condition review conducted in December 2004/January 2005. Based on the present structural integrity of the existing travel lanes, and on projected future traffic use, improvement requirements to meet long term City performance expectations are developed. A challenge for rehabilitation of the roadway will be effective control or limiting of premature reflective cracking combined with the geometric limitations imposed by the existing medians, crown and roadway cross slope. L�ftt • - 2 - Project No. 33039a Scope of Work Investigation of Del Obispo Street included: • Site Inspection • In-Place Strength Testing • Core sampling of the existing pavement including measurement of the Asphalt Concrete Layer Thickness Aggregate Base Layer Thickness • Bulk Sampling and Identification of Subgrade Soils Subgrade Moisture Determination Subgrade R-Value Strength Determination • Engineering Analysis Combining - Component Analysis - In-place Strength Analysis - Site Condition Assessment - Comparison with previous visual inspection(s) • Report Preparation. LdW,k • Ai - 3 - Project No. 33039a Discussion The investigation performed utilizes pavement core sampling to define the existing section thicknesses, in place strength testing to determine the combined effects of subgrade strength variations, historical traffic use, prior maintenance and resurfacing, laboratory testing to develop predicted subgrade strengths, and subgrade moisture testing to aid in characterizing subsurface conditions. The specific 'hard' data is combined with visual examination of the roadway to develop recommendations for maintenance, rehabilitation or reconstruction. During the course of combining the many variables associated with pavement performance and pavement rehabilitation, certain design challenges have to be addressed including current grades, crown heights and cross slopes, the impacts on surface grades and elevations for each of the rehabilitation or maintenance alternatives, projected short and long term performance and of course initial and projected long term costs. Balancing the costs and benefits then requires consideration of numerous alternative methods of construction, which along with the costs and benefits include certain risks. The risks of pavement reconstruction are many, and include the potential for encountering as yet undefined subsurface conditions, utility conflicts, weather delays, and the increased costs which may actually prevent the project from moving forward, regardless of need or desire. Reconstruction also includes obvious disruption to residential and business life, and may be fraught with delays where subsurface conditions require design or construction changes. I.rlit�lt� • �11tt1'r�� -4 - Project No. 33039a 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 also includes risks, which are balanced with construction and personal cost savings, constructability, and a cost benefit ratio, projecting the necessary reoccurrence of maintenance with time, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address the reality of street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse. The increase in trash collection alone has tripled the weekly destruction of residential roadways in the community, with lesser but proportional damage to the arterials and collectors. 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 Lail ' le • Mi1nft - 5 - Project No. 33039a construction history, the potential for reflection of existing cracking through the new wearing surface, etc. 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 performance benefits of the procedure and a comparison of resurfacing costs with the large expense of complete reconstruction. Reconstruction Reconstruction almost always provides the least 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 1AMIl! • Manft - 6 - Project No. 33039a 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, of 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 Fourth and Fifth Editions. - 7 - Project No. 33039a 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. 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 Li IW% 9 Iftnon - 8 - Project No. 33039a 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. LilRellI! • iftn*i - 9 - Project No. 33039a 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 similar 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. LaltcNe • Alan*i - 10 - Project No. 33039a 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. In-Place Strength Testing The net effect of as-built pavement thicknesses, variability of subgrade soil types and conditions, construction and maintenance history, weather and aging cycles, and of course, the impact of continued and ever increasing traffic weights and volumes is determined through specific measurement of the in place pavement strength. Pavement deflection testing, using the Model 400 Road Rater was performed in the right wheel path of each travel lane, at 200' intervals. Specific deflection test data are included in this report. Explanations of the test equipment, deflection testing performed, and the test data provided are included In Appendix F. The pavement response to known loading criteria provides real time measurement of the present pavement strength. The pavement strength measurements are evaluated, using specific pavement performance models, combining all known information with projections of future traffic use as represented by the Traffic Index. The in-place strength testing permits development of rehabilitation alternatives which aid in reinforcing the roadway, Liiildkik • Aiinin 11 - Project No. 33039a address present physical defects and distress, and provide the user with a serviceable roadway for an extended time period. Traffic Use Estimates Estimates of future traffic use or Traffic Index was provided by the City of San Juan Capistrano. The provided Traffic Index includes estimates of current and future automobile, transit bus, tour bus and truck use. These estimates of future traffic use or Traffic Index were combined with in- place thickness information and measured section strengths to develop recommendations for rehabilitation. Additional Traffic Indices 1 and 2 full TI's greater than the design Traffic Index were also evaluated to determine the potential impacts of differing traffic use and growth over the 20 year design period. During the course of this investigation, transit bus use, Route 91 was observed along the roadway. The present schedule includes 33 buses per day along the roadway, equivalent to a Traffic Index of 8.0 to 8.5 where reasonably filled with passengers. Recommendations for improvement were therefore provided for the 7.5 Traffic Index and for a 9.0 to 9.5 Traffic Index to include the observed high traffic volumes, Transit Bus and truck use. Lala • Miinft - 12 - Project No. 33039a Field Conditions Del Obispo Street is a primary arteria[/collector roadway, providing east/west access from the Interstate 5 Freeway thru south/central San Juan Capistrano. The roadway also provides alternative access to the beach communities of Capistrano Beach and Dana Point. The roadway includes two to four travel lanes, with the variable roadway width and striping providing for intermittent bicycle lanes. The directions of travel are generally separated by a striped median or striped centerline. Pavement distress includes extensive areas of alligator cracking, surface erosion and apparent roadway failure. Frontage improvements vary from standard curb and gutter to asphalt concrete berms and unimproved dirt shoulders. Establishment of uniform roadway width and frontage improvements and the absence of curb and gutter along portions of the roadway may provide additional latitude for placement of necessary overlays. Field Core Sampling and Laboratory Data Pavement core sampling was performed at six (6) locations, within the roadway, distributed within each travel lane along the length of the project. Prior to field core sampling all locations were marked on the pavement surface and Underground Services Alert notified to avoid conflict with buried utilities. Ld"1: • Ai nft - 13 - Project No. 33039a Access through the asphalt pavement was provided through 6" diameter core holes, cut through the pavement surface utilizing portable coring equipment. The thickness of the asphalt concrete layer and aggregate base layer (if any), was determined during field sampling activities. Borings were advanced below the pavement surface using a combination of hand and power augers to a maximum depth of four feet. Bulk samples of the subgrade soils were placed and sealed in plastic bags for transport to the laboratory. All test holes were backfilled and patched prior to leaving the site. The asphalt concrete section various considerably, reflecting the changes in roadway alignment, width and construction history. Several core locations included deficient asphalt concrete thicknesses which must be addressed during planned resurfacing. The existing asphalt concrete section varies, ranging from 3 3/4" to 16 ''/2" thick indicative of many changes over time. Aggregate base sections also vary, with ranging from 0" to 18" thick reflecting not only changes sin section but changes in design philosophies. The prevailing subgrade soils were also variable with brown sands, brown silty clay and brown sandy clay. Back calculation of the subgrade R-Value based on thickness and in-place strength (deflection) testing indicates the subgrade is providing variable support equivalent to an R-Value of 15 to 46, reflecting changes in subsurface moisture conditions and subgrade soil types. IAIWICh • Aunvi11 - 14 - Project No. 33039a All subgrade soils were visually identified and tested for existing in-situ moisture conditions. Representative subgrade samples were tested for R-Value strength. Individual core thickness information, test locations, subgrade soil identification and in-situ moisture conditions are 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. Existing Asphalt Concrete 31/4" to 16 '/2" Existing Aggregate Base 0" to 18" Subgrade Description Brown Sand; Brown Silty Clay; Brown Sandy Clay Subgrade Moisture 7.3% to 17.7% Equilibrium R-Value 20 to 23 Equilibrium Moisture 11 '/2% to 15% Conclusions The present pavement surface has deteriorated likely as a result of deferred maintenance pending roadway widening and realignment plans. Any such plans will include construction of new frontage improvements combined with new Ln1W& • Ali11 vin - 15 - Project No. 33039a travel lanes along one or more sides of the roadway. The existing roadway will require moderate reinforcement to address measured thickness deficiencies combined with reinforcement of the roadway and mitigation of the existing pavement cracking. The cracking within this area is intermittent and at times severe. Specific limits of reconstruction, if any, will be a combined function of the required overlay thicknesses and any grade limitations imposed by crown height and cross slope. Alternative methods of rehabilitation have been developed, each presenting differing impacts on surface elevations, which may then be explored during final design of overall roadway grades and fixed improvements. Where no curb and gutter is currently in place or planned, regrading of shoulder areas to match finish elevations will be necessary. Recommendations Rehabilitation or reinforcement of Del Obispo Street from Paseo De La Paz to Aguacate Road should include additional measures to limit premature reflective cracking. The overlay strategy must also consider proximity of wheel paths to the edge of the roadway and the disposition of possible widening or realignment. i�il��t`�1`, • 1��i'll'�711 - 16 - Project No. 33039a Primary Recommendation The edges of the roadway should be cold milled 1 5/8" below the lip of gutter (where present), tapering to 0" deep, 6' from the gutter. Where the roadway edge lacks curb and gutter, no milling should be performed. All cracking wider than 1/8" should be cleaned and filled. A nominal 1 %" thick asphalt concrete level course should be placed to provide grade control, enhance crown height and provide a uniform cross slope. The level course may taper through the bicycle lane. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Alternative Recommendation One The edges of the roadway should be cold milled 1 5/8" below the lip of gutter (where present), tapering to 0" deep, 6' from the gutter. Where the roadway edge lacks curb and gutter, no milling should be performed. All cracking wider than 1/8" should be cleaned and filled. A nominal 1 %" thick asphalt concrete level course should be placed to provide grade control, enhance crown height and provide a uniform cross slope. The level course may taper through the bicycle lane. Lal dish • nVIII - 17 - Project No. 33039a Pavement reinforcing fabric should be installed using 0.20 gallons per square yard PG 64-10 asphalt cement. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. Replacement Section Alternatives Reconstruction of specific areas along the roadway may be required. Grade restrictions may also contribute to additional reconstruction along the roadway. Subgrade identification and testing within the existing roadway alignment reveals a variety of sand and silty clay subgrade soils exhibiting R-Value strengths of 20 to 23. Replacement sections have been designed for use where reconstruction or new construction is planned. The replacement section alternatives provided include the thickness of planned overlays. Replacement section alternatives have been developed based on the subgrade R-Value strengths determined during laboratory testing. Given the limited if any reconstruction required, replacement sections are based on the worst case soil encountered. lAdk gl; • Ai1 nft Project No. 33039a Design R-Value 20 Design Traffic Index 9.5 AIt. 1 Alt. 2 Alt, 3 Asphalt Concrete 6" 7" 13" Aggregate Base 17" 15 %2" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 8.5 AIL 1 AIt. 2 Ait. 3 Asphalt Concrete 5 %2" 6" 11 '/2" Aggregate Base 141/2" 13 '/2" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Udkgk,k • Alwyke - 19 - Project No. 33039a Design Traffic Index 7.5 6It. 1 6It. 2 Alt. 3 Asphalt Concrete 4 W 5" 10" Aggregate Base 13" 12" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") WET SUBGRADE CONDITIONS Design R-Value 10 Design Traffic Index 9.5 Alt. 1 Alt. 2 Alt. 3 Asphalt Concrete 6" 7" 14" Aggregate Base 20" 18 W - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") LdW e ALwvW - 20 - Project No. 33039a Design Traffic Index 8.5 All, 1 Alt, 2 Alt, 3 Asphalt Concrete 5 '/2" 6" 12 '/2" Aggregate Base 17" 16 %2"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 7.5 Alt. 1 AIt. 2 6I1. 3 Asphalt Concrete 4 '/2" 5" 11" Aggregate Base 15 %z' 14 %2"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Wk& • Akembe - 21 - Project No. 33039a Materia/ Recommendations Materials — 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, or Class 2 Aggregate Base complying with the applicable sections of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition. Materials - Asphalt Concrete - New Construction Asphalt concrete shall be Type III B2 or Type III B3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Concrete - Overlav/Wearina Surface Asphalt concrete shall be Type ill C3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Rubber Hot Mix Overlay Asphalt rubber hot mix shall be Type ARHM-GG-C (Wet Process) complying with the Standard Specifications for Public Works Construction, latest edition. 1AUdlc 0 AlOnvill I IrA : . E =.0 : e . OF, i Z i' i• j it 3 p } f 4 to it iii zi T E S .. teii ` tilli P it X. y .... .: .x... .. .:. i: . _ .i ' z. .` > r s :i , z i s .�- a E € a-+gimes x._.._,N. rm:•_ -_� .r. .—_ ,.. ._...r: s—'Ai'iH i,_v.: .a :,_ ...,4: -s: 3',[.sa'"_r' _ ,_...n ,W'75 s: u s �* t 941 '11. TLVG DEL OBISPO STREET u5rr1:1t� ILCH.voLor l PAGE I OF 2 CONCEPTUAL PURPOSES ONLY DATE: 5/24/06 ll _ ;_I,) H, 16 llY AC/NO BASE ;i 3%1'AC/tl l/V AB 41/4'AC/14 7 1N! '. $1 $ w f o dtr 2 � 9 O + + 51/4'AC/53/4'AB dF�(', IB'AB u u ao + _ o GlfS:11'i l"r'd8 PRIMARY RECOMMENDAITON DI•a'AII. OCOLD MILL DOTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING 0' DEEP, 6' FROM THE GUTTER. WHERE THE ROADWAY EDGE LACKS CURB AND GUTTER, NO MILLING SMALL BE PERFORMED. }}/�wry} OCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN t/8'. PAVE l/iw'0`A' Y VICINITYMAP MINIMUM t 12' THICK ASPHALT CONCRETE LEVEL COURSE, TAPERING THROUGH BIKE LANE. PAVE MINIMUM 2' THICK ASPHALT RUBBER HOT MIK (ARHM-VET PROCESS) OVERLAY. I \ \f1' NJ ORIGYe t; r Harris & Associates i'�titit v<� DEL OBISPO STREET LABELLE •MARVIN, INC — t .. PROFESSIONAL PAVEMENT ENGINEERING 34 EXECUTIVE PARK, SUITE 150 =11,sl iRllil(r 1 L111IG� 'cD NWW LABELIEMARNN COM IRVINE, CA 92614 ]700 S GRAND AVENUE SANTA ANA• CA 92705 PASEu I ( P P=AZ iQ Af;UAyATE RCiAC PH (714) 546-OA6e rex DIA) 5+B-5Bn` #SOILG.,' DEL OBISPO STREET •AOILALT L'( PAGE 2 OF 2 _ •,4.SP/LlL/'/BCHNOI'nT'! CONCEPTUAL PURPOSES ONLY .� r y��ca DATE: 5/24/06 J g n M ;'ISI li-48 A-47 I lli l/2'AC/NO BASE 8 3i/' AC/8 1/4'AB 4 8/4'AC/14 7/8'AB a + t '✓r ©'_ ;T 5-51 p t, � G Al/4'.4C/v3/h'AB� � ) � 4'.AC/l8'AB � u 6 lAr AC ALTE:RNAZ'E 1 RECOMDIENDATION DEZ'AII, OCOLD MILL CUTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING 0' DEEP, 6' FROM THE GUTTER. WHERE THE ROADWAY EDGE LACKS CURB AND GUTTER, NO MILLING SHALL BE PERFORMED. (�C _ _ O CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE --�.:JpK�Ar VICINCCY MAP MINIMUM 1 1/2' THICK ASPHALT CONCRETE LEVEL COURSE, /� 1 TAPERING THROUGH BIKE LANE, INSTALL PAVEMENT REINFORCING FABRIC USING 0.20 GALLONS PER SQUARE YARD PG EASPHALT 6 a. CEMENT PRIOR ET OVERLAY. CONSTRUCT THICK HINIMUM 2' THICK W ASPHALT CONCRETE OVERLAY i0 COMPLETE RESURFACING. nF� fL, T r Harris & Associates DEL OBISPO STREET i ABB I F= -MARVIN, INC .. PROFESSIONAL PAW.VENT ENGINEERING 34 EXECUTIVE PARK, SUITE 150 ^ P4olix-'IdNIi'Ii's CI t)lSlt:1 ~tARELLEMARIAN CW 1^/� IRVINE, CA 92614 TRAFFIC INDEx. 9 770 S CXt N A� )E SANTA ANA CA 92106 u. /ALUE. za PASEO DE LA PAZ TO AGUACATE ROAD PH p�Al EAB-dA6B ++ {r1.1 sae-sea r/; UINP 6, T ztI U4 it ix izi ittti ''i K tit --m- vlit ii i,otz; i-N ....... ti it ti i- it Et"i RtM, ilt ti d ita, A? 7—i "I................ ivi 2t ............. n,.2, ...... u, 8N TABLE ONE Measured Allowable Reduction G.E. A.C. Deflection 'T' Deflection Required Required Required NSL Street and Limits R.R. T.D. T.I. CA) R.R. T.D. (%) (yrs) DEL OBISPO STREET:PASEO DE LA PAZ TO AGUACATE ROAD NORTHBOUND-1 2+00 to 10+00 60 10.8 7.5 0.39 103 21.2 0 .00 AO 20, 8.5 0.39 89 17.8 0 .00 .O0 Y0� 9.5 0.39 79 15.2 0 .00 .00 20, 12+00 to 24+00 100 20.4 7.5 0.39 103 21.2 0 .00 .00 20i 8.5 0.39 89 17.8 13 .04 .02 c 9.5 0.39 79 15.2 25 .17 .09 26+00 to 30+00 68 1Z7 7.5 0.39 103 21.2 0 .00 .0o 20+ 8.5 0.39 89 17.8 0 .GG .00 204 9.5 0.39 79 15.2 0 .00 .00 20+ DEL OBISPO STREET:PASEO DE LA PAZ TO AGUACATE ROAD NORTHBOUND-2 0+50 to 30+50 75 14.4 7.5 0.35 110 22.7 0 .00 .00 20, 8.5 0.35 94 19.1 0 .00 .00 204 9.5 0.35 83 15.3 0 .00 .00 20, DEL OBISPO STREET:AGUACATE ROAD TO PASEO DE LA PAZ SOUTHBOUND-1 1+00 to 13+00 123 25.9 7.5 0.35 110 22.7 12 .03 .02 c 8.5 0.35 94 19.1 27 .18 .09 9.5 0.35 83 16.3 37 .36 .19 1 15+00 to 23+00 18 .6 7.5 0.5 91 18.2 0 .00 .00 2Q+ 8.5 0.5 79 15.2 0 .00 .00 20+ 9.5 0.5 70 13.1 0 .00 .00 20+ 25+00 to 31+00. 124 26.2 7.5 0.35 110 22.7 13 .04 .02 8 8.5 0.35 94 19.1 27 .18 .09 3 9.5 0.35 83 16.3 38 .38 .20 1 DEL OBISPO STREET:AGUACATE ROAD TO PASEO DE LA PAZ SOUTHBOUND-2 25+75 to 30+75 104 21.4 7.5 0.35 110 22.7 0 _ M .00 20+ 8.5 0.35 94 19.1 11 .03 .02 1 C 9.5 0.35 83 16.3 24 .16 .08 4 20 Year Design Period No Growth Factor Project No.33039a Pat La Belle " Marvin, Inc . A it iJi: ;ii t i "t, -H! F IF Tr: z mr 7 dF it-iF,i AN ,F...... ..... TF: lit, F,It.it .............. ..........- ...... pi- Mitt g 3: w- it il F;F�ii i"'= i i i i. if I F'i,il !F a x 14,Ki- wi, . it T�Fzp"'i if it ti" i 1 4 i V: LT: Wll ; lj� i i� TF, Fill ... ....... EF tit it 6'j" F ti iF 'A J: ....... IF ii �it :i- .......... ........... -iii.......... iu'tiit mitt Q Fii Pit t-i ii-�i t iltil4i FF, it ....... -it FiF, Ji i FF-- Project No. 33039 CORING RESULTS Client: Boghossian & Associates Cores Obtained: May 8, 2006 Project Name: Del Obispo Street Technicia BM, DL, SL COR-1PAVEMENT BASE LOCATION THICKNESS(INCH) TYPE I THICKNESS(INCH) TYPE 5-47 43/4 AC 14718 AS Dei Obispo Street SS Lane 1 11/4, 31/4 400'S. of Aguacate St., 19' E of CF Comments: Raveling Soil: Brown slightly silty clay Moisture: 17 7% 5-48 33/4 AC 81/4 AB Dei Obispo Street SB Lane 1 1 1/4, 2112 1320'S.of Aguacate St., 17' E. of Edge of Pvmt Comment$:Alligator cracks, raveling,sub change 20 318" Soff 1: Brown sand with gravel Moisture 1: 11.4.% Soft 2: Dark brown Gay Moisture 2: 12.8% 5-49 161/2 AC AB Dei Obispo Street SB Lane 1 21/4, 33/4 2265'S, of Aguacate St.. WE of Edge of Pvmt 23/4,2, Comments: obstruction @ 23 112^ 3, 23/4 Soft: Brown sandy silt with gravel Moisture: 7 3% 5-50 61/2 AC 17 AS Del Obispo Street NB Lane 2 2, 2 1/4, 2 114 45V N.of Paseo de la Paz, 6'W. of CF Comments:Raveling Soil: Brown slightly sandy clay Moisture: 11.6% 5-51 51/4 AC 53/4 AB Del Obispo Street NB Lane 1 21/2,23/4 1290' N. of Paseo de la Paz, 15'W. of CF Comments: Raveling, soil change @ 22 112" top lift separates Soil 1: Brown sand Moisture 1: 10.8% Soil 2: Dark brown clay Moisture 2: 15.8% 5-52 4 AC 18 AB Del Obispo Street NB Lane 1 2, 2 2185' N. of Paseo de la Paz, 9'W. of CF Comments:Raveling Sofl: Brown slightly sandy clay Moisture: 9.8% Lad"Ie Mand CF= Curb Face/Fab = Fabric tv -ji it it i it it .. . ... ...... Ni PWI tt All 1% IJ-Ef LECTION DA TA it Mr. IL it AT- Street: DEL OBISPO STREET NojectNo.33039a Limits: PASEO DE LA PAZ TO AGUACATE ROAD Direction:NORTHBOUND Lane: 1 Fee[X 100 RRI RR2 RR3 Ratio Proi RRl TD on I Comments • BEGIN TEST LANE 1 NORTHBOUND DEL OBISPO STREET •0+00 PASEO DE LA PAZ TO AGUACATE ROAD •0+25 Median PAINTED LTP •0+35 Curb and Gutter Change in Pavement 2+00 56 48 28 0.86 82 9.8 Near Traffic Sensors 92+55 CL of VIA VERMEULEN 4+00 56 46 42 0.83 50 9.8 Shipping Longitudinal Cracks in LWT 6+00 53 42 24 0.8 74 9.07 Stripping Longitudinal Cracks in LWT 8+00 52 44 33 0.85 80 8.83 Longitudinal Cracks in LWT 10+00 64 54 42 0.84 67 11.72 Longitudinal Cracks in LWT 12+00 86 62 39 0.73 100 17.03 Longitudinal Cracks •13+55 Begin Longitudinal Trench LWT 14+00 94 63 35 0.67 113 18.95 Next to Trench 16+00 102 64 23 0.62 176 20.88 Next to Trench •17+90 End Longitudinal Trench 18+00 103 70 39 0.67 124 21.12 Alligator Cracks Alligator Cracks in LWT •18+20 Lateral Trench 20+00 67 47 18 0.7 119 12.45 Longitudinal Cracks •20+15 Begin Patch •20+50 Lateral Trench •20+70 LTP •20+80 End Patch 22+00 90 62 38 0.69 104 17.99 Near Traffic Sensors Longitudinal Cracks in LWT •22+55 CL of CALLS ASPERO 24+00 90 64 38 0.72 109 17.99 Longitudinal Cracks 26+00 37 28 20 0.77 41 5.22 Alligator Cracks 28+g0 75 50 30 0.67 85 14.38 Longitudinal Cracks •29+40 LTP 30+00 36 32 24 0.9 43 4.96 Stripping •31+50 CL of AGUACATE ROAD • Not Included in Summary DATA SHEET Street: DEL OBISPO STREET Project No.33039a Limits: PASEO DE LA PAZ TO AGUACATE ROAD Direction:NORTHBOUND Lane: 2 Feet X 100 RRI RR2 RR3 Ratio Proi RAI TD on I Comments 6 BEGIN TEST LANE 2 NORTHBOUND DEL OBISPO STREET •0+00 PASEO DE LA PAZ TO AGUACATE ROAD *0+40 Change in Pavement Curb and Guber 0+50 112 74 34 0.66 163 23.29 Stripping 1+50 66 54 34 0.82 85 12.21 Stripping •2+50 CL of VIA VERMEULEN 3+50 58 50 36 0.86 72 10.28 Longitudinal Cracks Alligator Cracks in LWT 4+50 38 36 21 0.92 60 5.46 Stripping 5+50 50 39 20 0.79 78 8.35 Stripping 6+50 54 40 37 0.73 42 9.31 Stripping 7+50 66 48 20 0.73 121 12.21 Stripping 8+85 64 54 37 0.84 79 11.72 Stripping 9+50 38 30 17 0.79 51 5.46 Stripping 10+50 46 37 13 0.8 105 7.39 Stripping •11+00 LANE 2 ENDS •28+80 LANE 2 RESUMES 29+00 74 62 43 0.83 88 14.13 Alligator Cracks in LWT Stripping 29+50 37 34 24 0.91 46 5.22 Stripping 30+50 48 38 21 0.81 71 7.87 Shipping •31+50 CL of AGUACATE ROAD • Not included in Summary DATA SHEET Street: DEL OBISPO STREET Project No.33039a Limits: AGUACATE ROAD TO PASEO DE LA PAZ Direction:SOUTHBOUND Lane: 1 Feet X 100 RRl RP-2 RR3 Ratio Praj RRI 7D on 1 Comments • BEGIN TEST LANE 1 SOUTHBOUND DEL OBISPO STREET •0+00 AGUACATE ROAD TO PASEO DE LA PAZ 90+40 Curb and Gutter Median PAINTED 1+00 60 42 26 0.69 67 10.76 3+00 110 90 74 0.81 108 22.81 Alligator Cracks in LWT •4+85 Begin Patch 5+00 125 99 50 0.8 196 26.42 On Patch •5+30 End Patch 05+50 Begin Patch •6+15 End Patch •4+85 BARE SHOULDER 7+00 92 64 36 0.69 114 18.47 Longitudinal Cracks in LWT •7+60 LTP •7+75 Begin AC Berm •8+35 Curb and Gutter •9+10 CL of CALLE ASPERO 99+60 Begin AC Berth 9+75 88 65 44 0.74 95 17.51 11+00 142 99 58 0.69 168 30.52 Alligator Cracks Alligator Cracks in LWT •11+15 Lateral Trench •11+65 Lateral Trench End AC Berth BARE SHOULDER •12+80 LTP 13+00 75 44 20 0.59 97 14.38 Alligator Cracks In LWT •13+45 Lateral Trench •13+55 Change in Pavement 15+00 14 11 10 0.79 12 -0.33 17+00 16 14 11 0.88 19 0.16 Begin AC Berm •17+25 LTP 19+00 18 18 16 0.97 21 0.64 21+00 18 18 15 0.97 20 0.64 922+00 End AC Berth BARE SHOULDER 23+00 17 16 16 0.97 . 18 0.4 •24+00 Charge in Pavement 25+00 116 68 34 0.59 140 2426 Alligator Cracks Alligator Cracks in LWT •26+60 LTP 27+00 124 79 40 0.64 158 26.18 Alligator Cracks •29+10 CL of VIA VERMEULEN 29+50 62 46 41 0.73 50 11.24 Alligator Cracks Alligator Cracks in LWT 31+00 100 58 48 0.58 72 20.4 Alligator Cracks Alligator Cracks in LWT •31+30 Change in Pavement •31+75 CL of PASEO DE LA PAZ • Not Included in Summary DATASHEET Street. DEL OBISPO STREET Project No.33039a Limits: AGUACATE ROAD TO PASEO DE LA PAZ Direcdon:SOUTHBOUND Lane: 2 Feet X 100 RRI RRZ RR3 Rada Pre = TD on] Gmtnenb • BEGIN TEST LANE 2 SOUTHBOUND DEL OBISPO STREET •0+00 AGUACATE ROAD TO PASEO DE LA PAZ •25+75 LANE 2 BEGINS 25+75 98 66 38 0.67 113 19.92 AMgmtor Cradca AIIIpNor Crada In LWT 26+75 108 60 27 0.56 133 22.33 Allp W Croda Allpatar Cracks In LWT' 27+75 81 54 32 0.67 91 - 15.82 Lon^d ml Crocks •29+20 CL of VIA VERMEULEN 29+75 57 46 36 0.84 64 10.04 Alligator Croda in LWT •30+35 CtkvW In Pavement 30+75 95 64 35 0.68 119 192 Allpabr Cracks •31+40 Change M Pavernent •31+80 CL of PASEO DE LA PAZ • Not Included in Summary DATA SHEET 4 PF[ .-FMiii i. i. Pii Ui ie �r T+ .: " 4 . , . ,.. t a wil t :. - AL E DETERntIJ-a TION i i4 lUiT iw k a: •_ : - ,. .. y . ik, i #7 F [ •' f ' i yc �:. R - VALUE DATA SHEET Boghossian & Assoc. Del Obispo PROJECT NUMBER 33039 BORING NUMBER: Subgrade 5-50&52 SAMPLE DESCRIPTION: Brown Slightly Sandy Clay Item SPECIMEN a b c Mold Number 10 11 12 Water added, grams 130 174 100 Initial Test Water, % 12.1 15.9 9.6 Compact Gage Pressure,psi 55 30 130 Exudation Pressure, psi 268 107 700 Height Sample, Inches 2.57 2.69 2.52 Gross Weight Mold, grams 3270 3265 3294 Tare Weight Mold, grams 2123 2101 2117 Sample Wet Weight, grams 1147 1164 1177 Expansion, Inches x 10ex -4 0 0 19 Stability 2,000 lbs (160psi) 47 / 118 70 / 147 33 / 84 Turns Displacement 3.52 4.56 3.05 R-Value Uncorrected 20 5 1 43 R-Vblue Corrected 1 43 Dry Density, cf 120.6 113.2 1 129.1 DESIGN CALCULATION DATA Traffic Index Assumed:1 4.0 4.0 4.0 G.E. by Stability 0.81 0.97 0.58 G. E. by Expansion 0.00 0.00 0.63 23 Examined & Checked: 5 /10/ 06 Equilibrium R-Value by EXUDATION Gf = 1.25 1.6% Retained on REMARKS: 3/4" sieve. S e fi i91139 659 'Ah rt ., •p �`• The data above is based upon processing and testing ples 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. Li'1R1 lies • AlanThe R-VALUE GRAPHICAL PRESENTATION PROJECT NO. 400 "b+ssw.x_j*nae.m 350 ,f- Y z�s ; • - ::.:c;: _.. :e.- BORING N0. y -� �1�4 prt � J 300 `I- = _. r'; rXDATE 200 , � 1-7 W TRAFFIC INDEX100 . .i. � R-VALUE BY EXUDATION - O L lii p a R-VALUE BY EXPANSION % MOISTURE AT FABRICATION 800 700 600 500 400 300 200 100 i-`. _- - '_il:w' .j -_ .-: c^ :aFP•: rift %'if 100 - — -- - -- _- - -=.q' GL: --_ ___ 90 atr= 80 Z -L f 70 _l _ _ -- _ -_ x — _ _ — __— - - nj _"•std __ c_ .Y:—� - - l -= -_ 60 z K 40 x. 2. rt c. ,^ v: •»t. . sem. �., m •r- r— t - r-_ _-+ 30 od 20 ♦ { ... 'x F ' t rl 10 _ .: :r. _ •: .tit ti �i .a t� !, t t � r ! 0 t trF.."t}• : t.� t I: 1.0 2.0 3.0 4.0 �0 12`O F�•� COVER THICKNESS BY EXPANSION, FT. % MOISTURE —R-VALUE vs. EXUD. FRES. i6 T by EXUDATION & _EXUD.. T vs. EXPAN. T A T by EXPANSION REMARKS ���t; • 1��i11'�71 PilOFE66gN14L PAVEMENT ENOVIEEPoNO R - VALUE DATA SHEET Boghossian & Assoc. Del Obispo PROJECT NUMBER 33039 BORING NUMBER: Subgrade 5-48&51 SAMPLE DESCRIPTION: Brown Clay Item SPECIMEN a b c Mold Number 13 14 15 Water added, grams 130 80 63 Initial Test Water, % 16.7 12.3 10.8 Compact Gage Pressure,psi 30 95 175 Exudation Pressure, psi 197 409 603 Height Sample, Inches 2.70 2.54 2.46 Gross Weight Mold, grams 3237 3227 3215 Tare Weight Mold, grams 2089 2080 2076 Sample Wet Weight, grams 1148 1147 1139 Expansion, Inches x 10ex -4 0 5 35 Stability 2,000 lbs 160 si 65 / 140 39 / 97 27 / 69 Turns Displacement 5.12 3.52 3.27 R-Value Uncorrected 7 32 50 R-Value Corrected 8 32 50 Dry Density, pcf 110A 121.9 126.6 DESIGN CALCULATION DATA Traffic Index Assumed: 4.04.0 4.0 G.E. b Stability0.94 E0.70 0.51 G. E. by Expansion 0.00 1 0.17 1.17 20 Examined & Checked: 5 /101 06 Equilibrium R-Value b EXUDATION Gf = 1.25 2.1% Retained on REMARKS: T 3/4 sieve S en �IF- 30659 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. R-VALUE GRAPHICAL PRESENTATION : . PROJECT N0. z' � N 400 350 ir.; =: Og4tcssto r; BORING NO. Ss� .-�,-4S i.S% -42k(36iStjb , 300 DATE 200 { a r C'. TRAFFIC INDEX AK�`� O 100 C; i � ^ CD R-VALUE BY EXUDATION 20 ¢ 0 a f R-VALUE BY EXPANSION 17- O A--Q h MOISTURE AT FABRICATION 800 700 600 500 400 300 200 100 100 - - - -- - -- - 90 BO 7i 7 __ 4 {jy7 iZiZ- 70 - W o _ 60 - X 3 ta _ 50 rX - = c2:_: -Y= _ 30 20 x to *i, ! 1.0 2.0 3.0 4.0 COVER THICKNESS BY EXPANSION, FT. % MOISTURE f1 —R-VALUE vs. EXUD. FRES. T by EXUDATION a EXUD. T vs. EXPAN. T A__-A T by EXPANSION REMARKS ' �c • �Nill'�71 PROFESSIONAL PAVEMENT ENONiEERINO Hit t r tx. t' " oit :t 3c a;. X t of UsTINcs Q . AC3 RATER DATA, St1EETS 1t i AXI " NES y t �t .. i , , y EXPLANATION OF LISTINGS ON ROAD RATER DATA SHEETS The Road Rater Data Sheets provide a tabulation of all field test data, field observations and pertinent landmarks such as cross streets, patches, utility trenches, etc. The following is an explanation of the various information contained on the data sheets: FEET X 100 - The stationing of test locations as measured in the direction of travel. RR9, RR2, RR3 - The Road Rater deflection reading in 10-5 inches. RR1 represents the deflection directly beneath the load input with RR2 representing deflection one foot and RR3 representing deflection two feet from the load input point. RATIO - The ratio of RR2 / RR1 or the inter-relationship of the deflection one-foot from the stress input to the deflection at the load center. This value indicates the extent of support provided directly beneath the pavement layer. PROJ. RRi - Evaluation of the pavement deflection basin is based upon deflected pavement shape. The pavement response one and two feet from the loading center is compared to an ideal flexible pavement model and the Projected Road Rater value calculated. Comparison of the Projected RR1 and the Measured RRI provides information relative to subgrade response and asphalt concrete stiffness. TO ON 1 - The measured Road Rater sensor number one under load converted to an equivalent Traveling Deflectometer unit. The basis of conversion is: T.D. _ (R.R. x 0.01 x 24.1) - 3.7 EXPLANATION OF LISTINGS ON TABLE ONE Table One is a statistical accumulation of measured deflection values obtained during field-testing. Individual deflection test data was reviewed and grouped according to data trends and engineering judgment. Contained within the Table One are the limits of evaluation, the 80th percentile measured deflection, the allowable deflection, overlay requirements and the Nominal Service Life. The following is a more detailed explanation of the various information contained in Table One: STREET AND LIMITS - The roadway studied is separated by lane, direction of travel and stationing. The station limits selected represent areas of like deflection determined during the engineering review of data and field conditions. MEASURED DEFLECTION R.R. The 80th percentile deflection value, representing the strength under loading of the section being evaluated, reported in inches times 10-5. T.D. The 80th percentile deflection value in Traveling Deflectometer units, 10-3 inches. T.I. The Traffic Index used for evaluation of the specific test loading. The Traffic Index represents the anticipated accumulation of equivalent axle loads within the design period. 'T' The thickness of existing surfacing material provided. ALLOWABLE DEFLECTION - The maximum permissible deflection value where no reinforcement is necessary. The calculated maximum value is based upon asphalt concrete thickness and traffic index as determined per Caltrans Test Method 356. The allowable deflection is reported in both Road Rater (R.R.) and Traveling Deflectometer (T.D.) units. RED. REQ'D (%) The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. G.E. REQ'D (FT.) The equivalent thickness, in feet, of rock base required to effect the specified deflection reduction. A.C. REQ'D (FT.) The equivalent asphalt concrete thickness required to effect the specified deflection reduction. NSL (YRS.) The nominal service life is a computation of the time it would take to generate the number of equivalent axle loads permissible based upon measured strengths. The NSL should be considered as an ordering tool due to variations in growth rates and actual axle loading within specific times of the design period. Lil��t,'Nl! • 1��i11'1'�II • x TECKNlCAL DETAILS ON R©A:D ;RATER AND DEFLECTION ANALYSIS TECHNICAL DETAILS ON ROAD RATER & DEFLECTION ANALYSIS TEST EQUIPMENT - The Road Rater is a non-destructive hydraulic test apparatus that measures the stiffness of a pavement by applying a dynamic load. It is equipped with electronic instrumentation that measures and displays the deflection at the point where the force is applied and one or more other nearby points. Additional details will be provided if desired. Following are specific operation data for this study: TEST FREQUENCY = 25 Hertz AIR PRESSURE-Transfer Pods = 35 psig AIR PRESSURE-Support Pods = 47 psig STATIC LOADING = 5333 Newtons OSCILLATING LOADING = 5340 Newtons DEFLECTION ANALYSIS BIBLIOGRAPHY 1. The State of California, Department of Public Works, Division of Highways, Materials Manual-Volume I, Test Method CAL 356 2. The Asphalt Institute Publication, "Asphalt Overlays and Pavement Rehabilitation" MS-17 3. Flexible Pavement, Structural Section Design Guide for California Cities and Cou nties 4. International Conference on the Structural Design of Asphalt, Proceedings 1962, 1967, 1972 and 1982 - Various Papers 1AW"ch • Ali1nti 5. A Guide to the Structural Design of Flexible and Rigid Pavements in Canada; Canadian Good Roads Association, September 1975 and Australia Method, 1982 6. Various.Technical Memorandums and Reports presented by: a) American Society of Civil Engineers, Soils Mechanics Division and Transportation Division b) Highway Research Board Records and Special Reports on Pavement Performance c) FHWA, FAA and miscellaneous Federal and State Reports relative to Deflection Analysis LAkk • ft1 %ft • ANALYSIS Lalmlellch •� SOILS, • DESIGN PROFESSIONAL PAVEMENT ENGINEERING A CALIFORNIA CORPORATION PAVEMENT INVESTIGATION Of Del Obispo Street (Aguacate Road to Alipaz Street) Within the City of San Juan Capistrano, California 1 n ES ' SERRA IIID POINT SAKAJAN CAPL8TRANO A4tCMt DE s OBISPO . AY �9 Prepared by: 0k*P1 N Client: Boghossian & Associates Project No. 33039d MAY 2006 2700 S. GRAND AVENUE . SANTA ANA, CA 92705-5404 . (714) 546-3468 . FAX (714) 546-5841 INFO@LARELLEMARVIN.COM Project No. 33039d TABLE OF CONTENTS Introduction 1 Scope of Work 2 Discussion 3 Rehabilitation Procedures 5 In-Place Strength Testing 10 Traffic Use Estimates 11 Field Conditions 12 Field Core Sampling and Laboratory Data 13 Conclusions 15 Recommendations 16 Replacement Section Alternatives 18 Material Recommendations 22 Appendices A - Location and Strip Maps B - Table Ones C - Coring Results D - Deflection Data E - R-Value Determination F - Explanation of Listing on Road Rater Data Sheets G - Technical Details on Road Rater and Deflection Analysis - - Project No. 33039d Introduction Improvement of Del Obispo Street from Aguacate Road to Alipaz Street within the City of San Juan Capistrano is in the final design and planning stages. Improvement of the roadway may include a combination of reconstruction and resurfacing combined with construction of new median or frontage improvements as required. The purpose of this investigation is to provide data and independent analysis of the present structural conditions and define or explore various means of possible rehabilitation using in place strength testing, combined with pavement core sampling and laboratory testing. The results of this investigation were also compared to the report of the visual site condition review conducted in December 2004IJanuary 2005. Based on the present structural integrity of the existing travel lanes, and on projected future traffic use, improvement requirements to meet long term City performance expectations are developed. A challenge for rehabilitation of the roadway will be effective control or limiting of premature reflective cracking combined with the geometric limitations imposed by the existing medians, crown and roadway cross slope. 6 Mi1n& - 2 - Project No. 33039d Scope of Work Investigation of Dei Obispo Street included: • Site Inspection • In-Place Strength Testing • Core sampling of the existing pavement including measurement of the Asphalt Concrete Layer Thickness Aggregate Base Layer Thickness • Bulk Sampling and Identification of Subgrade Soils Subgrade Moisture Determination Subgrade R-Value Strength Determination • Engineering Analysis Combining - Component Analysis - In-place Strength Analysis - Site Condition Assessment Comparison with previous visual inspection(s) • Report Preparation. ��t�; • ��i11'�'�II - 3 - Project No. 33039d ViscuSSlon The investigation performed utilizes pavement core sampling to define the existing section thicknesses, in place strength testing to determine the combined effects of subgrade strength variations, historical traffic use, prior maintenance and resurfacing, laboratory testing to develop predicted subgrade strengths, and subgrade moisture testing to aid in characterizing subsurface conditions. The specific 'hard' data is combined with visual examination of the roadway to develop recommendations for maintenance, rehabilitation or reconstruction. During the course of combining the many variables associated with pavement performance and pavement rehabilitation, certain design challenges have to be addressed including current grades, crown heights and cross slopes, the impacts on surface grades and elevations for each of the rehabilitation or maintenance alternatives, projected short and long term performance and of course initial and projected long term costs. Balancing the costs and benefits then requires consideration of numerous alternative methods of construction, which along with the costs and benefits include certain risks. The risks of pavement reconstruction_ are many, and include the potential for encountering as yet undefined subsurface conditions, utility conflicts, weather delays, and the increased costs which may actually prevent the project from moving forward, regardless of need or desire. Reconstruction also includes obvious disruption to residential and business life, and may be fraught with delays where subsurface conditions require design or construction changes. -4- Project No. 33039d 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 also includes risks, which are balanced with construction and personal cost savings, constructability, and a cost benefit ratio, projecting the necessary reoccurrence of maintenance with time, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address the reality of street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse. The increase in trash collection alone has tripled the weekly destruction of residential roadways in the community, with lesser but proportional damage to the arterials and collectors. 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 LaIkOck • Marvin - 5 - Project No. 33039d construction history, the potential for reflection of existing cracking through the new wearing surface, etc. 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 performance benefits of the procedure and a comparison of resurfacing costs with the large expense of complete reconstruction. Reconstruction Reconstruction almost always provides the least 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 IAI"ek • Mares - 6 - Project No. 33039d 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, of 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 Fourth and Fifth Editions. I.illlc4eh • AWrAi - 7 - Project No. 33039d 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. 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 �ii1�Et�l! • ���iil'�`�1 - 8 - Project No. 33039d 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. L�itt,�c • �r��� - 9 - Project No. 33039d 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 similar 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. _ 10 - Project No. 33039d 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. In-Place Strength Testing The, net effect of as-built pavement thicknesses, variability of subgrade soil types and conditions, construction and maintenance history, weather and aging cycles, and of course, the impact of continued and ever increasing traffic weights and volumes is determined through specific measurement of the in place pavement strength. Pavement deflection testing, using the Model 400 Road Rater was performed in the right wheel path of each travel lane, at 100' intervals. Specific deflection test data are included in this report. Explanations of the test equipment, deflection testing performed, and the test data provided are included In Appendix F. The pavement response to known loading criteria provides real time measurement of the present pavement strength. The pavement strength measurements are evaluated, using specific pavement performance models, combining all known information with projections of future traffic use as represented by the Traffic Index. The in-place strength testing permits development of rehabilitation alternatives which aid in reinforcing the roadway, ta�lt� • ��1+tt1'��i11 - 11 - Project No. 33039d address present physical defects and distress, and provide the user with a serviceable roadway for an extended time period. Traffic Use Estimates Estimates of future traffic use or Traffic Index was provided by the City of San Juan Capistrano. The provided Traffic Index includes estimates of current and future automobile, transit bus, flour bus and truck use. These estimates of future traffic use or Traffic Index were combined with in- place thickness information and measured section strengths to develop recommendations for rehabilitation. Additional Traffic Indices 1 and 2 full TI's greater than the design Traffic Index were also evaluated to determine the potential impacts of differing traffic use and growth over the 20 year design period. During the course of this investigation, transit bus use, Route 91 was observed along the roadway. The present schedule includes 33 buses per day along the roadway, equivalent to a Traffic index of 8.0 to 8.5 where reasonably filled with passengers. Recommendations for improvement were therefore provided for the 7.5 Traffic Index and for a 9.0 to 9.5 Traffic Index to include the observed high traffic volumes, Transit Bus and truck use. - 12 - Project No. 33039d Field Conditions Del Obispo Street is a primary arterial/collector roadway, providing east/west access from the Interstate 5 Freeway thru south/central San Juan Capistrano. The roadway also provides alternative access to the beach communities of Capistrano Beach and Dana Point. The roadway includes four travel lanes for the length of the project. The directions of travel are generally separated by a striped median. The current roadway alignment and striping includes a parking or bicycle lane along each side of the roadway. Pavement distress is typically limited to longitudinal and transverse cracking. Staining with the cracks however suggests the roadway includes subsurface moisture which is migrating through the pavement at certain times. Moisture migration is most prevalent between Via Vermeulen to Calle Aspero. Areas of moisture migration include continued deterioration of the roadway and exhibit alligator cracking. The severity of pavement distress combined with prevailing thicknesses and measured strengths is not consistent with the provided 7.5 Traffic Index. Review of the traffic index is suggested prior to development of the final design. I.initl� • ��1rr��� - 13 - Project No. 33039d field Core Sampling and Laboratory Data Pavement core sampling was performed at four (4) locations, within the roadway, distributed within each travel lane along the length of the project. Prior to field core sampling all locations were marked on the pavement surface and Underground Services Alert notified to avoid conflict with buried utilities. Access through the asphalt pavement was provided through 6" diameter core holes, cut through the pavement surface utilizing portable coring equipment. The thickness of the asphalt concrete layer and aggregate base layer (if any), was determined during field sampling activities. Borings were advanced below the pavement surface using a combination of hand and power augers to a maximum depth of four feet. Bulk samples of the subgrade soils were placed and sealed in plastic bags for transport to the laboratory. All test holes were backfilled and patched prior to leaving the site. The asphalt concrete section varies, ranging from 63/4" to 9 '/4" thick over 6 3/8" to 15 '/2" aggregate base. A single location which included an 8" thick full depth asphalt concrete section, absent aggregate base was also encountered. The full depth section apparently reflects previous realignment or widening. Multiple asphalt concrete layers and variation in thickness indicates a significant portion of the roadway has been overlaid since the date of original construction. The prevailing subgrade soils were identified as brown sands and brown silty sands. The sand/silty sand subgrade soils provide variable support for the LalWa • Allin ' ft - 14 - Project No. 33039d roadway and lose strength rapidly when wet. Moisture apparent through current cracking will impact placement of overlays and attempts at reconstruction. Moistures encountered were at or near laboratory predicted conditions at three of the four locations. Moistures in the general vicinity of the moisture in cracks was extremely elevated and will impact rehabilitation procedures. Back calculation of the subgrade R-Value based on thickness and in-place strength (deflection) testing indicates the subgrade is providing variable support equivalent to an R-Value of 5 to 51, reflecting changes in subsurface moisture conditions and aggregate base qualities. All subgrade soils were visually identified and tested for existing in-situ moisture conditions. Representative subgrade samples were tested for R-Value strength. Individual core thickness information, test locations, subgrade soil identification and in-situ moisture conditions are 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. Existing Asphalt Concrete 6" to 9 1/4" Existing Aggregate Base 0" to 15 W" Subgrade Description Brown Silty Fine Sand; Brown Clayey Fine Sand; Brown Sand Subgrade Moisture 6.3% to 19.1% Lnllcgk,N 4P M1 %ft - 15 - Project No. 33039d Equilibrium R-Value 71 Equilibrium Moisture 10% Conclusions The present pavement surface includes extended areas of relatively good pavement, With areas of isolated reflective cracking and subsurface moisture impacts. Pavement strength (deflection testing) performed along the roadway indicates placement of asphalt concrete overlays up over 4" thick are required in the southbound number one lane from Via Belardes to Paseo Terraza. Placement of asphalt concrete overlays to�address this measured weakness must also consider the continued impact of subsurface moisture. Specific limits of reconstruction, if any, will be a combined function of the required overlay thicknesses and any grade limitations imposed by crown height and cross slope. Alternative methods of rehabilitation have been developed, each presenting differing impacts on surface elevations, which may then be explored during final design of overall roadway grades and fixed improvements. - 16 - Project No. 33039d Recommendations Rehabilitation or reinforcement of Del Obispo Street from Alipaz Street to Aguacate Road through overlay must consider the potential damage from subsurface water migration. Where possible, the source of water should be located and controlled. Primary Recommendation The south/westbound number one lane from Via Belardes to Paseo Terraza should be removed and reconstructed. Wet subgrade conditions should be anticipated. Where possible, the source of water should be identified and controlled. Filed core sampling suggests the water source is also impacting the adjacent number two lane. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent lanes for grade control and continuity purposes. The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. LnitMek 9 Alanyhi - 17 - Project No. 33039d Alternative Recommendation One The south/westbound number one lane from Via Belardes to Paseo Terraza should be removed and reconstructed. Wet subgrade conditions should be anticipated. Where possible, the source of water should be identified and controlled. Filed core sampling suggests the water source is also impacting the adjacent number two lane. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent lanes for grade control and continuity purposes. The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. Pavement reinforcing fabric should be installed using 0.25 gallons per square yard PG 64-10 asphalt cement. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. Alternative Recommendation Two Alternative Two addresses all conditions through overlay, leaving the prevailing wet conditions detailed previously in place. The alternative provides certain advantages given challenges of reconstructing in wet areas will be avoided. Since the alternative does not address correcting the water source, migration of moisture through the new overlay should be anticipated. ` Ia11G� • �11�r��� Project No. 33039d The edges of the roadway should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. A minimum 1 '/2' thick conventional asphalt concrete level course should be placed in all lanes from Via Belardes to Paseo Terraza to aid in offsetting the impact of subsurface moisture. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Replacement Section Alternatives Reconstruction of specific areas along the roadway will be required. Grade restrictions may also contribute to additional reconstruction along the roadway. Subgrade identification and testing within the existing roadway alignment reveals a variety of clayey fine sand and silty sand subgrade soils exhibiting R- Value strengths of 71. Replacement sections have been designed for use where reconstruction or new construction is planned. The replacement section alternatives provided include the thickness of planned overlays. �il���l' • tNi11'�`�11 - 19 - Project No. 33039d Replacement section alternatives have been developed based on the subgrade R-Value strengths determined during laboratory testing. Alternative sections have also been provided where reconstruction encountered wet subgrade conditions. Design R-Value 50 Design Traffic Index 9.5 t. 1 All. 2 AIt. 3 Asphalt Concrete 6" 7" 9" Aggregate Base 7" 5 'Ys" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 8.5 It 1 All 2 Alt. 3 Asphalt Concrete 5 Y2" 6" 8" Aggregate Base 5 'Yz" 5" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") -20 - Project No. 33039d Design Traffic Index 7.5 Ad. 1 Aft. 2 A;,,3 Asphalt Concrete 4 %s 5" 6 W Aggregate Base 5" 4" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") WET SUBGRADE CONDITIONS Design R-Value 10 Design Traffic Index 9.5 t. 1 6It. 2 AIt. 3 Asphalt Concrete 6" 7" 14" Aggregate Base 20" 18 W- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") LaWk • Atanti - 21 - Project No. 33039d Design Tragic index 8.5 ;1 , 1 Ait3 Asphalt Concrete 5 W 6w 12 W Aggregate Base 17" 16 h"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 7.5 Alt. 1 612 ALA Asphalt Concrete 4 W 5" 11" Aggregate Base 15 W 14 W- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") - 22 - Project No. 33039d Materia/ Recommendations Materials — Agstreq to 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, or Class 2 Aggregate Base complying with the applicable sections of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition. Materials - Asphalt Concrete — New Construction Asphalt concrete shall be Type III B2 or Type III B3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Concrete — Overlay/Wearing Surface Asphalt concrete shall be Type III C3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Rubber Hot Mix Overlay Asphalt rubber hot mix shall be Type ARHM-GG-C (Wet Process) complying with the Standard Specifications for Public Works Construction, latest edition. I aRchNe 9 >,11,:tn*i fiA rt� �v '' 4�{x'�„ �$ k '• '�-k aE a f�,'dm'£.�`'a�t � �uf{�, t sim d�-�. 4.3p '&t�,�t� t �ar i! ,ar r, '. m`m`? m;,m.'S�`"E• .i.�� +.., I� ts''*„ s �� y "t ♦y! .'��wn� 6, � � F �� �4 U i Y "tTf {" P„�.at 4 Y. PYd I {v4` Y'tr'�•- �� �uC 4:� L x S tt' n �s g ..r �n � a �z. .: in :E~x �t #d dr•u:aro ��# t s �`zr' < � :E Ss :z P E .. +a "�9 ”G r'`f� m �' �+s �e t•Y#1?r�. . • • f! a, � } '"r""+��° {�t��rns „�!u : '�'"' "�'� '� "".`r, r ' ' r r v e�4 L�,�Ir t�id�. i i rWr✓�`jwt E � firm£ � �W E s���y�fG i P r Fx. ; :AADE'ALY.91,V 51GIV *soll.m'"NIG DEL OBISPO STREET -ASPHALT 7ECHNOLOG Y CONCEPTUAL PURPOSES ONLY PAGE I OF 3 DA 7E. 5125106 all 1-1. + 2 4 0 o co x 7F :4r,-4`4 T R 8 j!VVVAC!13 VZA (D REMOVE AND REC13NSTRUCT WITH FULL DEPTH ASPHALT CONCRETE OR ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY BE UTILIZED THE FINAL 2' WEARING SURFACE SHOULD BE PLACED IN DETAIL CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE ROADWAY. JOIN NEW FINISH GRADES WITH ADJACENT LANESVICINITY MAP FOLLOWING ASPHALT CONCRETE OVERLAY. OCOLD MILL OUTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING D' DEEP, 6' FROM THE GUTTER. OCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE OVERLAYMINIMUM 2' THICK ASPHALT RUBBER HOT MIX (ARHM-WET PROCESS) Ume 2 tNL 1ARINIARY LABELLE -,WVWW M Harris & Associates DEL OBISPO STREET PROMSIONAL PAVEMENT �NT� Rm' 34 EXECUTIVE PARK, SUITE 150 PRQIEC-r LEMI rSDESIGN W**LAKUWAAW COM Z700 S.QW*AVENUE SANTA AMA, CA 92M IRVINE, CA 92614 AGUACATE ROAD TO ALIPAZ STREET PH (714)me�mm FAX(71A) U M-n p :Jsair`gsrtAr; DEL OBISPO STREET PAGE 20F3 DA 7E 5125106 544 + + L 777;47 J. . 0 z, 7 + OI REMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE OR ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY BE UTILIZED. THE FINAL 2' WEARING SURFACE SHOULD BE PLACED IN DETAIL CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE VICINITY MAP ROADWAY, -CIN NEW FINISH GRADES WITH ADJACENT LANES FOLLOWING ASPHALT CONCRETE OVERLAY. COLD MILL OUTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING 0' DEEP, 6' FROM THE GUTTER, DCLEAND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. INSTALL PAVEMENT REINFORCING FABRIC USING 0.25 GALLONS PER SQUARE YARD PG 64-10 ASPHALT CEMENT PRIOR TO OVERLAY, CONSTRUCT MINIMUM 2' THICK ASPHALT CONCRETE OVERLAY TO COMPLETE RESURFACING. A, Harris & Associates ALT. I DEL OBISPO STREET LABELLE •MARVIN INC. PROFESSIONAL PAVEIAENt ENG 34 EXECUTIVE PARK, SUITE 150 PRgIEC7 LIMI'I'S 2700 S GRAND AVENUE SANTA ANA, CA 92705 IRVINE, CA 92614 TRAMC IN X+ 9,5 -3468 FAX (n4) 546-MAl r4-) �j AGUACATE ROAD TO ALIPAZ STREET PH (714) 546 R-VALUE;; A.VALYSIS DEMN •SOIL I k.STING L OBISPO STREET PVP7A�%3 =ailc(0 *ASP1L4LTTE(HN0L0G CONCEPTUAL PURPOSES ONLY GEXPOF3 "06 DATE: 5125,106 �t (7?12 Ue io FT1 I I + + + 2 > Ow ?n 0 0 "J 'Ile + + + NO BASE /Z'11RNATF 2 RF COLD MILL OUTER EDGE I 5/e' BELOW GUTTER LIP TAPERING 0- DEEP, 6' FROM THE GUTTER OCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE MINIMUM 1 118- THICK ASPHALT CONCRETE LEVEL COURSE WITHIN ALL LANES FROM VIA BELARDES TO PASEO TERRAZA. PAVE MINIMUM 2- THICK ASPHALT RUBBER HOT MIX (ARHM-WET PROCESS) Y OVERLAY, 4� qEL 0) DEL OBISPO STREET PROFESSIONAL PAVEMENT ENGINEERING Nr) Harris & Associates ALT 2 LASELUE -MAJMN, INC. 0 0 34 EXECUTIVE PARK, SUITE 150 l LABEILEMARNNCCAI 2700 S. GRAND AWNUE SANTA ANA, CA 92705 IRVINE, CA 92614R-vALUC: 50 N �ATE ROAD TO ALIPAZ STREET PH (714) 546-3460 FAX (774) 546 -Algp w MF� yo �dq FN Fog TABLE ONE Measured Atlowabk Reduction GZ AC, Defdectdon 'T' Deflectdom Required Required Required NSZ Street and Limits RR, 27j)- T.I. AR To. DEL OBISPO STREET:ALIPAZ STREET TO AGUACATE ROAD SOUTHBOUND-1 1+00 to 8+00 79 15.3 7.5 . 0.5 91 18.2 0 .00 .00 20 8.5 0.5 79 152 1 .00 .00 1 9,5 0.5 70 13.1 15 .04 .02 9+00 to 14+00 136 29.1 7.5 0.5 91 18.2 38 .38 .20 8.5 - 0.5 79 152 48 .60 .32 9.5 0.5 70 13.1 55 .75 .39 15+00 to 19+00 55 9.6 7.5 0.5 91 182 0 .00 .00 20 8.5 0.5 79 152 0 .00 .00 20 9.5 0.5 70 13.1 0 .00 .00 20 DEL OBISPO STREET:AGUACATE ROAD TO ALIPAZ STREET - - NORTHBOUND-1 0+50 to 18+50 83 183 7.5 0.5 91 18.2 0 .00 .00 20. 8.5 0.5 _ 79 15.2 7 .02 .01 1 9.5 0.5 70 13.1 20 .10 .05 DEL OBISPO STREET:ALIPAZ STREET TO AGUACATE ROAD NORTHBOUND-2 1+00 to 9+00 95 19.2 7.5 0.5 91 18.2 5 .01 .01 11 8.5 0.5 79 15.2 21 .11 ,06 9.5 0.5 70 13.1 32 .23 .12 10+00 to 13+00 20 11 7.5 0.5 91 18.2 0 .00 .00 20- 8,5 0.5 79 15,2 0 .00 .00 20- 9.5 0.5 70 13.1 0 .00 .00 20- 14+00 to 15+00 92 18.5 7.5 0.5 91 182 2 .01 .01 if 8.5 0.5 79 15.2 17 .08 .04 E 9.5 0.5 70 13.1 29 .21 .11 16+00 to 18+00 39 5.7 7,5 0.5 91 18.2 0 .00 .00 201 8.5 0.5 79 15.2 0 .00 .00 201 9.5 0.5 70 13.1 0 .00 .00 201 DEL OBISPO STREET:ALIPAZ STREET TO AGUACATE ROAD SOUTHBOUND-2 0+50 to 16+50 87 17.3 7.5 0.5 91 182 0 .00 .00 20+ 8.5 0.5 79 15.2 12 .03 .02 c 9.5 0.5 70 13.1 24 .16 .08 4 20 Year Design Period No Growth Factor Project No.33039d Pat La Belle * Marvin, Inc . into. Did 26 .09 in 'IN HIP Project No. 33039 COR�43" SULTS lien: Boghossian & Associates Cores Obtained: May 8,2006 Project Name: Del Obispo Street Technicia BM;DL,SL C0 LOCATION 1. . . , . w , 5-43 6314 AC 63/8 AB W Obispo Street WB Lane 1 11/2, 3114, 'W.of Aiipaz St., 29'S.of CF 2 Comments: Soil: Brown sand with gravel M016ttA e: 6.3% 5-44 6 AC 121/4 AS Del Obispo Street WB Lane 2 11/2, 11/2, 1170'W_of Alipaz St., 10'S. of CF 3 ConW*nst Top lift separated Santis Light brown silty fine sand MOtffittrre: 19.1Yo 5-45 91/4 AC 151/2 AB W Obispo Street EB Lane 1 21/4, 23/4, 380'E.of Aguacate St., 26'N. of CF 21/4, 2 Comments:Top lift separated,obst®28' Soln., ft"sMy sand Molawre. 7.7% 546 8 AC AB Dei Obispo Street EB Lane 2 13/4, 2 314 1125'E.of Aguacate St., 20'N. of CF 11/2, 2 Comments:Cam taken in LWT Soil: Brown clayey fine sand Matstare: iam Lnl . Ann• ! CF -- Curb Face(Fab = Fabric .......... ............ .. ..... . ... CIE" C 10 10' flW Illn Nil, 1- qg- Gtct ...... Mm In i Street: DEL OBISPO STREET Project No.33039d Limits: AGUACATE ROAD TO ALIPAZ STREET Direction:NORTHBOUND Lane: I FeetX 100 gV RV RR3 Kato RRI _TD n 1 Emma • - BEGIN TEST LANE 1 NORTHBOUND DEL OBISPO STREET •0+00 - AGUACATE ROAD TO ALIPAZ STREET •0+35 Median PAINTED 0+50 28 24 19 0.86 32 3.05 1+50 62 40 34 0.65 49 11.24 •1+80 LTP 2+50 33 26 22 0.8 33 425 •2+70 Cl.of PASEO TERRAZA 3+50 29 24 20 0.84 30 3.29 4+50 32 26 6 Ob 113 4.01 5+50 60 49 34 0.82 72 10.76 Longi4dinal Cracks in LWT 6+50 57 48 34 0.83 66 10.04 •fi+85 Lateral Trench 7+50 64 43 23 0.67 80 11.72 8+50 79 56 42 0.7 74 15.34 9+50 40 31 22 0.77 44 5.94 10+50 123 83 32 0.68 212 25.94 •11+10 LTP 11+50 82 53 24 0.64 120 16.06 Near Traffic Sensors •12+10 CL of PASEO CAROLINA 12+50 76 52 44 0.7 63 14.62 13+50 39 27 21 0.69 35 5.7 •13+65 LTP 14+50 69 50 36 0.72 69 12.93 •15+00 CL of CALLEREYLDA 15+50 60 30 22 0.5 42 10.76 16+50 70 41 36 0.58 - 46 13.17 17+50 102 68 20 0.67 229 20.88 Longinrdinal Cracks •17+80 LTP 18+50 67 44 14 0.66 147 12.45 Near Traffic Sensors •19+50 CL of ALIPAZ STREET • Not Included in Summary DATASHEET Street: DEL OBISPO STREET Project No.33039d Limits: ALIPAZ STREET TO AGUACATE ROAD Direction:NORTHBOUND Lane: 2 FeetX 100 RttlAV RR3 Ratio . RRl TD o 1 QMM • BEGIN TEST LANE 2 NORTHBOUND DEL OBISPO STREET •0+00 AUPAZ STREET TO AGUACATE ROAD - 00+50 Curb and Gutter 1+00 50 40 20 0.78 80 8.35 Longitudinal Cracks in LWT 2+00 55 46 36 0.84 59 9.56 92+65 CL of PASEOTERRAZA 3+00 46 33 20 0.71 56 7.39 4+00 36 24 17 0.66 34 4.98 - 5+00 75 48 16 -0.65 147 14.38 6+00 146 92 41 0.64 209 31.49 Alligator Cracks Alligator Cracks in LWT 6+75 89 54 28 0.6 100 17.75 Lateral Trench 7+00 60 50 30 0.83 83 10.76 8+00 76 57 38 0.76 86 14.62 Longitudinal Cracks in LWT 9+00 55 38 25 0.71. 59 9.56 10+00 16 18 16 0.95 20 0.64 11+00 16 12 8 0.73 17 0.16 •12+00 CL of PASEO CAROLINA 13+00 21 19 6 0.9 56 1.36 14+00 92 74 40 0.79 137 18.47 •14+95 CL of CALLE REYNALDA 15+00 87 64 43 0.74 97 17.27 16+00 41 32 24 0.79 43 6.18 Lateral Cracks 17+00 31 26 20 0.82 33 3.77 18+00 30 28 20 0.97 40 3.53 •19+35 CL of ALIPAZ STREET • Not Included in Summary DATA SHEET Street. DEL 0110SPO STREET Project No.330394 Limits: AUPAZ STREET TO AGUACATE ROAD Direction:SOUTHBOUND Lane: 1 Feet X 100 ItRl RR2 ltPJ _&ago _ ire}RRX 77)on 1 Conentsi4�_ • BEGIN TEST LANE 1 SOUTHBOUND DEL OBISPO STREET •0+00 ALIPAZ STREET TO AGUACATE ROAD •0+'60 - Median PAINTED 1+00 56 41 29 0.73 58 9.8 2+00 76 52 49 0.68 55 14.62 3+00 70 " 57 46 0,81 71 13.17 •3+15 LTP 4+OD 82 64 20 0.78 205 16.06 94+40 CL of CALLE REYNALOA 5+00 77 50 35 0.66 73 14,86 Aligator Cracks In LWT 6+00 70 65 40 0.77 , 73 13.17 •6+30 UP •7+30 CL of VIA BELARDES 8+00 49 18 16 0.36 19 8.11 •9+00 9+00 106 66 43 0.62 101 21.85 UP Longitudinal Cracks In LWT •10+00 10+00 128 94 64 0.73 137 27.15 Longitudinal Cracks 11+00 137 100 51 0.73 194 29.32 Alligator Cracks in LWT 12+00 104 80 58 0.77 109 21.36 Longitudinal Cracks 13+00 145 99 53 0.66 105 31.24 Longitudinal Cracks Longitudinal Cracks In LWT 14+00 106 74 44 0.7 128 21.85 Longitudinal Cracks in LWT 15+00 33 22 18 0,67 26 4.25 Longitudinal Cracks 16+00 55 42 30 0.76 60 9.56 •16+60 CL of PASEO TERRRAZA •16+95 RTP 17+00 36 26 22 0.71 30 4.98 Near Traffic Sensors 18+00 62 47 38 0.75 59 11.24 •18+20 UP 19+00 31 26 21 0.82 31 3.77 Near Traffic Sensors •19+50 CL of AGUACATE ROAD • Not Included in Summary DATASHEET Street: DEL OBISPO STREET Project No.33939d Limits: ALIPAZ STREET TO AGUACATE ROAD Direction:SOUTHBOUND Lane: 2 FeetX 104 M] RR2 R1t.3 &g!, TD on 1 Com • . .. .. - BEGIN TEST LANE 2 SOUTHBOUND DEL OBISPO STREET •0+00 - AUPAZ STREET TO AGUACATE ROAD •0+40 Curb and Gdter 0+50 34 26 12 0.77 56 4.49 1+50 62 53 38 0.85 74 1124 Longitudinal Cracks in LWT 2+50 90 68 38 0.76 125 17.99 Ltnkgifudloal Cracks 3+50 48 36 9 .0.76 148 7.87 •4+40 CL of CALLE REYNALDO _ 4+50 66 57 50 0.86 64 12.21 Longitudinal Cracks In LWT Near Manhole 5+50 57 45 29 0.79 70 10.04 6+50 66 50 32 0.76 75 1221 Longitudinal Cracks In LWT • 740 CL of VIA BEtARDES 8+50 74 54 27 0.72 106 14.13 9+50 82 65 42 0,79 101 - 16.06 10+50 91 70 40 0.77 121 18.23 Longlkbinai Cracks in LWT 11+50 92 76 52 0.82 111 18.47 12+50 110 80 44 0.73 145 22.81 13+50 78 67 58 0.85 77 15.1 14+50 60 56 42 0.93 73 10.76 15+50 76 48 17 0.63 136 14.62 16+50 40 29 7 0.73 120 5.94 CL of PASEO TERRA2A •16+90 LANE 2 TURNS INTO RTP •19+50 CL of AGUACATE ROAD • Not Included in Summary DATA SHEET P �I g�X spa ii w: e+Cj was k >wlie £ i VALUE DATA SHEET Boghossian &Assoc. Del Obispo PROJECT NUMBER 33039 BORING NUMBER: Subgrade 543 SAMPLE DESCRIPTION: Brown Gravely Sand. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . item SPECIMEN a b c Mold Number 7 8 9 Water added, grams, 108 125 115 Initial Test Water'% 9.2 10.6 9.8 Com act Ga a Pressure si 350 350 0 Exudation Pressurepsi 594 196 290 Height Sample, Inches 2.56 2.59 2.59 Gross Weight Mold,, rams 3232 3275 3276 Tare Weight Mold, grams 2078 2116 2113 Sam le Wet Weight, rants 1154 1159 1163 Expansion, Inches x 10ex 8 3 7 StabilV 2,000 lbs 160 si 14 ! 27 17 / 33 15 / 30 Turns Displacement 4.85 4.97 4.90 R-Value Uncorrected 72 66 69 R-Value Corrected 73 68 71 Dry Density, pof 125.1 122.6 124.0 DESIGN CALCULATION DATA Traffic Index Assumed: 4.0 4.0 4.0 G.E. by Stability 0.28 0.33 0.30 G. E. by Expansion 1 0.27 0.10 0.23 71 Examined & Checked: 5 /10/ 06 Equilibrium R-Value by EXUDATIONS a• �, Gf = 1.25n r . - 0.0% Retained on REMARKS: 3/4" sieve. eve 30659 � t 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. LaMe • AbusAn R-VALUE GRAPHICAL PRESENTATION PROJECT NO. _ 3A00725400 "' 350 1i BORING NO. Su.6. 15-4 e gojpi , 300 u� c DATE 57-10 -C)(0 H 200cr ••" Z«i�= uj n TRAFFIC INDEXi .,�./� • L} ' 1 00 VALUE BY EX �� c�� {•ii ;$; R_ EXUDATION a 0 {:" a I L/ /� / o 4 R-VALUE BY EXPANSION '' — MOISTURE AT FABRICATION 800 700 600 500 400 300 200 100 100 .`... 80 H 4, 70 a 60 3. N - - _:c-- W ..• '� Lam' �� -i. 3 _ � _1% - W {+ 30 W _. � 1 20 Ir-: ..L. {`•: N:.cl • ••tii 1• 10 S Fra ter., �Yli, �slr:" 1.0 2.0 3.0 4.0 y.4 9.5 /0.2 COVER THICKNESS BY EXPANSION, FT. Z MOISTURE -R-VALUE vs. EXUD. PRES. T by EXUDATION 0 A, EXUD. T vs. EXPAN. T w A T by EXPANSION REMARKS Lnitt • Allaffil PROFkE810NA1 PAVEMEM plOM1E6tlNp R - VALUE DATA SHEET. Boghossian & Assoc. Del Obispo PROJECT NUMBER 1 33039 BORING NUMBER: Subgrade 5-46 SAMPLE DESCRIPTION: Brown Clayey Fine Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Item SPECIMEN a b c Mold Number 4 5 6 Water added, grams 35 5 13 Initial Test Water, % 15.0 12.2 13.0 Com act Ga a Pressure, si 65 350 245 Exudation Pressure, psi 130 453 344 Height Sam le, Inches 2.59 2.52 2.55 Gross Wei ht Mold, grams 3252 3247 3259 Tare Wei ht Mold, grams 2120 2117 2122 Sample Wet Wei ht, grams 1132 1130 1137 Ex ansion, Inches x 10ex -4 0 6 3 Stability 2,000 lbs (16opsi) 38 / 95 15 / 31 20 / 49 Turns Displacement 4.09 1 3.40 3.64 R-Value Uncorrected 29 75 61 R-Value Corrected 31 75 61 Dry Density, cf 115.1 1211 119.6 DESIGN CALCULATION DATA Traffic index Assumedj 4.0 4.0 4.0 G.E. by Stability 0.71 0.26 0.40 G. E. by Ex ansion 0.00 0.20 1 0.10 54 Examined & Checked: 5 /10/ 06 Equilibrium R-Value by { EXUDATION 4�'`ab Gf = 1.25 Gr r 0.0% Retained on REMARKS: 3/4' sieve. St n irrir 59 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. Lalttgi' • Alswi`in R-VALUE GRAPHICAL PRESENTATION PROJECT NO. 3310 - 400 s * +gss!sq nv s nri+r� 350 BORING NO. ( al tvo 300 �e f w DATE N 200 n TRAFFIC INDEXi �_'s_� n 1 00 - ' n i '•r R-VALUE BY EXUDATION O I Ita,h. � s cc d R-VALUE BY EXPANSION / (/ u ro MOISTURE AT FABRICATION $00 700 600 500 400 300 2QO 100 100 90 80 4 70 a 60 0t - g _yr.-z. 3 50 40 rn tf -= - ice... 2. 30ad wj 20 10 tt 1.0 2.0 3.0 4.0 13. 0 A_o IS S COVER THICKNESS BY EXPANSION, FT. Z MOISTURE R-VALUE vs. EXUD. ARES. �Y �� T by EXUDATION t + EXUD. T vs. EXPAN. T d ' T by EXPANSION REMARKS I,ZS L�li� • ��1an�i� PRO�OMAL PAVpNENP ENOe1V�pN6 ' AM rull, -RM I EW EXPLANATION OF LISTENGS ON ROAD RATER DATA SHEETS The Road Rater Data Sheets provide a tabulation of all field test data, field observations and pertinent landmarks such as cross streets, patches, utility trenches, etc. The following is an explanation of the various information contained on the data sheets: FEET X 100 - The stationing of test locations as measured in the direction of travel. RR1, RR2, RR3 - The. Road Rater deflection reading in 10-5 inches. RR1 represents the deflection directly beneath the load input with RR2 representing deflection one foot and RR3 representing deflection two feet from the load input point. . RATIO - The ratio of RR2 ( RR1 or the inter-relationship of the deflection one-foot from the stress input to the deflection at the load center. This value indicates the extent of support provided directly beneath the pavement layer. PROJ. RR1 - Evaluation of the pavement deflection basin is based upon deflected pavement shape. The pavement response one and two feet from the loading center is compared to an ideal flexible pavement model and the Projected Road Rater value calculated. Comparison of the Projected RR1 and the Measured RRI provides information relative to subgrade response and asphalt concrete stiffness. TD ON 1 - The measured Road Rater sensor number one under load converted to an equivalent Traveling Deflectometer unit. The basis of conversion is: T.D. = (R.R. x 0.01 x 24.1) - 3.7 EXPLANATION OF LISTINGS ON TABLE ONE Table One is a statistical accumulation of measured deflection values obtained during field-testing. Individual deflection test data was reviewed and grouped according to data trends and engineering judgment. Contained within the Table One are the limits of evaluation, the 80th percentile measured deflection, the allowable deflection, overlay requirements and the Nominal Service Life. The following is a more detailed explanation of the various information contained in Table One: STREET AND LIMITS - The roadway studied is separated by lane, direction of travel and stationing. The station limits selected represent areas of like deflection determined during the engineering review of data and field conditions. MEASURED DEFLECTION R.R. The 80th percentile deflection value, representing the strength under loading of the section being evaluated, reported in inches times 10-5. T.Q. The 80th percentile deflection value in Traveling Deflectometer units, 10-3 inches. T.I. The Traffic Index used for evaluation of the specific test loading. The Traffic Index represents the anticipated accumulation of equivalent axle loads within the design period. T' The thickness of existing surfacing material provided. ALLOWABLE DEFLECTION - The maximum permissible deflection value where no reinforcement is necessary, The calculated maximum value is based upon asphalt concrete thickness and traffic index as determined per Caltrans Test Method 356. The allowable deflection is reported in both Road Rater (R.R.) and Traveling Deflectometer (T.D.) units. RED. REQ'D (%) The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. G.E.REQ'D (FT.) The equivalent thickness, in feet, of rock base required to effect the specked deflection reduction. A.C. REQ'D (FT.) The equivalent asphalt concrete thickness required to effect the specified deflection reduction. NSL (YRS.) The nominal service life is a computation of the time it would take to generate the number of equivalent axle loads.permissible based upon measured strengths. The NSL should be considered as an ordering tool due to variations in growth rates and actual axle loading within specific times of the design period. e? 1 P +. ' F E: s5 ii � . ;� 'fir!! _- :.;i•�a'y, c :_dux�+# moi; �k,;�.:c xrfr>" k „�y �,, ,f` E °:� �i•' s`��ir � i{`�s-� 3 � >� 4 4 r" k a 6i xis " { � � '� .ir 'f'wF�'�,�y+x�,,ka�c yF � �i3k �+ .r �a •+. ,{h �'�'` - � x Y 4 s€ '4Pi r } �" .:E`I. p�I ,vx vz �0 �E i g�.c yuay# u.�� �" �6.{' rz x L •`�r k 1 k '�k � by � � w �' .,�° f• i`� x""' r ay kyr � s >•� "L 5 �� ��'� �y� s` � M r `' Y t u sic s^.;J P�h i a � gi('E �" � 2�r�t' + '{S:re'�u i�'�nd',�� �'i �t�N, r 3 .� -1"k ,� e1 '. "�£}� 5 "•t ,� �; t i`;�,i a•� F i r !ki 4i vx gym. x ��wr Y t L .. t x -;�r' F ,` TECHNICAL DETAILS ON ROAD RATER & DEFLECTION ANALYSIS TEST EQUIPMENT -The Road Rater is a non-destructive hydraulic test apparatus that measures the stiffness of a pavement by applying a dynamic load. It is equipped with electronic instrumentation that measures and displays the deflection at the point where the force Is applied and one or more other nearby points. Additional details will be provided if desired. Following are specific operation data for this study: TEST FREQUENCY = 25 Hertz AIR PRESSURE-Transfer Pods = 35 psig AIR PRESSURE-Support Pods = 47 psig STATIC LOADING = 5333 Newtons OSCILLATING LOADING = 5340 Newtons DEFLECTION ANALYSIS BIBLIOGRAPHY 1. The State of California, Department of Public Works, Division of Highways, Materials Manual-Volume I, Test Method CAL 356 2. The Asphalt Institute Publication, "Asphalt Overlays and Pavement Rehabilitation" MS-17 3. Flexible Pavement, Structural Section Design Guide for California Cities and Counties 4. International Conference on the Structural Design of Asphalt, Proceedings 1962, 1967, 1972 and 1982 -Various Papers Lttikk 9 Ali niki 5. A Guide to the Structural Design of Fte)able and Rigid Pavements in Canada; Canadian Good Roads Association, September 1975 and Australia Method, 1982 6. Various Technical Memorandums and Reports presented by: a) American Society of Civil Engineers, Soils Mechanics Division and Transportation Division b) Highway Research Board Records and Special Reports on Pavement Performance c) FHWA, FAA and miscellaneous Federal and State Reports relative to Deflection Analysis • ANALYSISLaBelle � Marvin 0 TEECHNO OGYT • DESIGN PROFESSIONAL PAVEMENT ENGINEERIf�G" A CALIFORNIA CORPORATION PAVEMENT INVESTIGATION Of Del Obispo Street (Ortega Highway to Camino Capistrano) Within the City of San Juan Capistrano, California a jtA DAMI! 8 POINT -v SANJTIAN CAPISI'RANO E AWM OBISPO S p{WAY r � Prepared by' tNy1 IN Client: Boghossian & Associates Project No. 33039c MAY 2006 2700 S. GRAND AVENUE . SANTA ANA, CA 92705-5404 . (714) 546-3468 . FAX (714) 546-9841 INFO@LABELLEMARVIN.COM Project No. 33039c TABLE OF CONTENTS PAGE blUt Introduction 1 Scope of Work 2 Discussion 3 Rehabilitation Procedures 5 In-Place Strength Testing 10 Traffic Use Estimates 11 Field Conditions 12 Field Core Sampling and Laboratory Data 13 Conclusions 15 Recommendations 16 Replacement Section Alternatives 21 Material Recommendations 24 Appendices A - Location and Strip Maps B - Table Ones C - Coring Results D - Deflection Data E - R-Value Determination F - Explanation of Listing on Road Rater Data Sheets G - Technical Details on Road Rater and Deflection Analysis - 1 - Project No. 33039c Introduction Improvement of Del Obispo Street from Camino Capistrano to Ortega Highway within the City of San Juan Capistrano is in the final design and planning stages. Improvement of the roadway may include a combination of reconstruction and resurfacing combined with construction of new median or frontage improvements as required. The purpose of this investigation is to provide data and independent analysis of the present structural conditions and define or explore various means of possible rehabilitation using in place strength testing, combined with pavement core sampling and laboratory testing. The results of this investigation were also compared to the report of the visual site condition review conducted in December 2004/January 2005. Based on the present structural integrity of the existing travel lanes, and on projected future traffic use, improvement requirements to meet long term City performance expectations are developed. A challenge for rehabilitation of the roadway will be effective control or limiting of premature reflective cracking combined with the geometric limitations imposed by the existing medians, crown and roadway cross slope. LiiReKik 9 Mmvhi - 2- Project No. 33039c Scope of Work Investigation of Del Obispo Street included: + Site Inspection • In-Place Strength Testing • Core sampling of the existing pavement including measurement of the Asphalt Concrete Layer Thickness Aggregate Base Layer Thickness • Bulk Sampling and Identification of Subgrade Soils Subgrade Moisture Determination Subgrade R-Value Strength Determination • Engineering Analysis Combining - Component Analysis - In-place Strength Analysis - Site Condition Assessment - Comparison with previous visual inspaction(s) • Report Preparation. - 3 - Project No. 33039c Discussion The investigation performed utilizes pavement core sampling to define the existing section thicknesses, in place strength testing to determine the combined effects of subgrade strength variations, historical traffic use, prior maintenance and resurfacing, laboratory testing to develop predicted subgrade strengths, and subgrade moisture testing to aid in characterizing subsurface conditions. The specific 'hard' data is combined with visual examination of the roadway to develop recommendations for maintenance, rehabilitation or reconstruction. During the course of combining the many variables associated with pavement performance and pavement rehabilitation, certain design challenges have to be addressed including current grades, crown heights and cross slopes, the impacts on surface grades and elevations for each of the rehabilitation or maintenance alternatives, projected short and long term performance and of course initial and projected long term costs. Balancing the costs and benefits then requires consideration of numerous alternative methods of construction, which along with the costs and benefits include certain risks. The risks of pavement reconstruction are many, and include the potential for encountering as yet undefined subsurface conditions, utility conflicts, weather delays, and the increased costs which may actually prevent the project from moving forward, regardless of need or desire. Reconstruction also includes obvious disruption to residential and business life, and may be fraught with delays where subsurface conditions require design or construction changes. I.stlit� • ��1ta'��i1� -4 - Project No. 33039c 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 also includes risks, which are balanced with construction and personal cost savings, constructability, and a cost benefit ratio, projecting the necessary reoccurrence of maintenance with time, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address the reality of street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse. The increase in trash collection alone has tripled the weekly destruction of residential roadways in the community, with lesser but proportional damage to the arterials and collectors. 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 Li1�;l`�t` • �11i11''�`��� - 5 - Project No. 33039c construction history, the potential for reflection of existing cracking through the new wearing surface, etc. 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 performance benefits of the procedure and a comparison of resurfacing costs with the large expense of complete reconstruction. Reconstruction Reconstruction almost always provides the least 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 Li11 1' • Ai1nft - 6 - Project No. 33039c 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, of 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 Fourth and Fifth Editions. Ldkq ! • AU' ti - 7 - Project No. 33039c 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. 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 subgracie layers. Asphalt concrete overlays must weigh the risks of Lal"ek * Ai1n& - 8 - Project No. 33039c 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. Li1��i�1! • ���i1t`1'�1� - 9 - Project No. 33039c 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 similar 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. _ 10 - Project No. 33039c 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. In-Place Strength Testing The net effect of as-built pavement thicknesses, variability of subgrade soil types and conditions, construction and maintenance history, weather and aging cycles, and of course, the impact of continued and ever increasing traffic weights and volumes is determined through specific measurement of the in place pavement strength. Pavement deflection testing, using the Model 400 Road Rater was performed in the right wheel path of each travel lane, at 100' intervals. Specific deflection test data are included in this report. Explanations of the test equipment, deflection testing performed, and the test data provided are included In Appendix F. The pavement response to known loading criteria provides real time measurement of the present .pavement strength. The pavement strength measurements are evaluated, using specific pavement performance models, combining all known information with projections of future traffic use as represented by the Traffic Index. The in-place strength testing permits development of rehabilitation alternatives which aid in reinforcing the roadway, - 11 - Project No. 33039c address present physical defects and distress, and provide the user with a serviceable roadway for an extended time period. Traffic Use Estimates Estimates of future traffic use or Traffic Index was provided by the City of San Juan Capistrano. The provided Traffic Index includes estimates of current and future automobile, transit bus, tour bus and truck use. These estimates of future traffic use or Traffic Index were combined with in- place thickness information and measured section strengths to develop recommendations for rehabilitation. Additional Traffic Indices 1 and 2 full TI's greater than the design Traffic Index were also evaluated to determine the potential impacts of differing traffic use and growth over the 20 year design period. - 12 - Project No. 33039c Field Conditions Del Obispo Street is a primary arterial/collector roadway, providing east/west access from the Interstate 5 Freeway thru south/central San Juan Capistrano. The roadway also provides alternative access to the beach communities of Capistrano Beach and Dana Point. The roadway includes four travel lanes for the length of the project. The directions of travel are generally separated by a striped median. A limited length raised median is provided at/near Camino Capistrano. The roadway includes frequent use by the Fre Department located along the north/west side of the roadway, combined with truck deliveries to various restaurants, grocery stores and retail enterprises. The current roadway alignment and striping places the right wheel path of the number two lanes immediately adjacent to the edge of the roadway. Pavement distress and failure is widespread, and at certain locations severe. Landscape irrigation runoff is impacting the roadway in areas of overspray from adjacent turf areas and from the raised median at Camino Capistrano. Pavement distress and cracking has been addressed during previous resurfacing through the use of pavement reinforcing fabric combined with conventional asphalt concrete overlay. The severity of pavement distress combined with prevailing thicknesses and measured strengths is not consistent with the provided 7.5 Traffic Index. Review of the traffic index is suggested prior to development of the final design. 1, RWAINAl! 0 1NAMTH0I - 13 - Project No. 33039c Field Core Sampling and Laboratory Data Pavement core sampling was performed at four (4) locations, within the roadway, distributed within each travel lane along the length of the project. Prior to field core sampling all locations were marked on the pavement surface and Underground Services Alert notified to avoid conflict with buried utilities. Access through the asphalt pavement was provided through 6" diameter core holes, cut through the pavement surface utilizing portable coring equipment. The thickness of the asphalt concrete layer and aggregate base layer (if any), was determined during field sampling activities. Borings were advanced below the pavement surface using a combination of hand and power augers to a maximum depth of four feet. Bulk samples of the subgrade soils were placed and sealed in plastic bags for transport to the laboratory. All test holes were backfilled and patched prior to leaving the site. Pavement core data reveals a varied past, and includes pavement reinforcing fabric in the northbound/eastbound lanes. The fabric installation is likely in excess of 15 years old. The asphalt concrete section varies, ranging from 6" to 8 3/8" thick over 14" to 16 '/2" aggregate base. Multiple asphalt concrete layers and the obvious presence of pavement reinforcing fabric indicates a significant portion of the roadway has been overlaid since the date of original construction. - 14 - Project No. 33039c The prevailing subgrade soils were identified as brown clay and brown sandy clay. The clay/sandy clay subgrade soils provide poor support for the roadway as measured through laboratory R-Value testing, consistent with the relatively thick pavement sections. Moistures encountered were at or near laboratory predicted conditions. If additional landscape medians are included as part of the project, related irrigation will ultimately change the moisture regime under the roadway. Back calculation of the subgrade R-Value based on thickness and in-place strength (deflection) testing indicates the subgrade is providing variable poor support equivalent to an R-Value of 5 to 10 consistent with the laboratory.determined R- value strengths. All subgrade soils were visually identified and tested for existing in-situ moisture conditions. Representative subgrade samples were tested for R-Value strength. Individual core thickness information, test locations, subgrade soil identification and in-situ moisture conditions are 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. Existing Asphalt Concrete 6" to 8 3/8" Existing Aggregate Base 14" to 161/2" Subgrade Description Brown Clay; Brown Sandy Clay Subgrade Moisture 16.1% to 21.6% Laltan-AWC! * Manti - 15 - Project No. 33039c Equilibrium R-Value 11 Equilibrium Moisture 20% COACIUsions The present pavement surface is extensively cracked and distressed. Landscape irrigation overspray and runoff combined with water runoff from fast food restaurant cleaning operations is contributing to severe deterioration of the pavement surface. Pavement cracking is also consistent with reflection of previous pavement cracking, addressed in the past through use of pavement reinforcing fabric. The proximity of the right wheel path of the number two lanes to the edge of the roadway or gutter will limit or prevent reinforcement of these lanes where required. The existing landscaped median island curb height near Camino Capistrano will also be impacted by necessary overlays. Reasonable reinforcement of a large portion of the roadway, combined with use of reflection crack inhibiting materials will be practical. Placement of necessary overlays may also aid in restraining restaurant clean up run off water top the PCC gutters. The overlay will however impact gradients at the various driveway entrances. Lnit� • Man& - 16 - Project No. 33039c Specific limits of reconstruction will be a combined function of the required overlay thicknesses and any grade limitations imposed by median height, crown height and cross slope. Alternative methods of rehabilitation have been developed, each presenting differing impacts on surface elevations, which may then be explored during final design of overall roadway grades and fixed improvements. Recommendations Rehabilitation or reinforcement of Del Obispo Street from Ortega Highway to Camino Capistrano through overlay will be practical along a significant portions of the roadway. Grade limitations will likely limit placement of asphalt concrete or asphalt rubber hot mix overlays in areas of severe deterioration within the number two lanes. Primary Recommendation The southbound number two lane should be removed and reconstructed from 500' south of Ortega Highway to Camino Capistrano. The northbound number one lane should be removed and replaced from 350' north of Camino Capistrano (Capistrano Home Center entrance) to Forester Lane. Reconstruction should include placement of one of the alternative sections provided within the Replacement Section portion of this report. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent lanes for grade control and continuity purposes. Li1Wle 9 Mi nylin - 17 - Project No. 33039c The northbound number two lane should be cold milled 4" below present elevations from Camino Capistrano to Forester Lane to remove the deteriorated pavement surface and prepare the roadway for resurfacing. A minimum 2" thick level course should then be placed in this area, joining with the elevation within the adjacent number lanes prior to final resurfacing. The level course should be 1 5/8" below the lip of gutter along the roadway edge. The remainder of the roadway should be cold milled 2" below existing elevations to remove the most recent wearing surface, presently delaminating from the underlying layers. Pavement reinforcing fabric will be encountered during cold milling. Milling depth should be adjusted as necessary to remove the fabric layer. All exposed or remaining cracking wider than 11" should be cleaned and filled. A minimum 2" thick asphalt concrete level course should be placed to prepare the surface for overlay, establish crown and cross slope and address grade irregularities. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Alternative Recommendation One The southbound number two lane should be removed and reconstructed from 500' south of Ortega Highway to Camino Capistrano. The northbound number one lane should be removed and replaced from 350' north of Camino Capistrano (Capistrano Home Center entrance) to Forester Lane. - 18 - Project No. 33039c Reconstruction should include placement of one of the alternative sections provided within the Replacement Section portion of this report. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent lanes for grade control and continuity purposes. The northbound number two lane should be cold milled 4" below present elevations from Camino Capistrano to Forester Lane to remove the deteriorated pavement surface and prepare the roadway for resurfacing. A minimum 2" thick level course should then be placed in this area, joining with the elevation within the adjacent number lanes prior to final resurfacing. The level course should be 1 5/8" below the,lip of gutter along the roadway edge. The remainder of the roadway should be cold milled 2" below existing elevations to remove the most recent wearing surface, presently delaminating from the underlying layers. Pavement reinforcing fabric will be encountered during cold milling. Milling depth should be adjusted as necessary to remove the fabric layer. All exposed or remaining cracking wider than W should be cleaned and filled. A minimum 2" thick asphalt concrete level course should be placed to prepare the surface for installation of pavement reinforcing fabric. Pavement reinforcing fabric should be installed using 0.20 gallons per square yard PG 64-10 asphalt cement. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. - 19 - Project No. 33039c Alternative Recommendation Two Alternative Two leaves the present wearing surface in place, along with areas of prior use of pavement reinforcing fabric. The southbound number two lane should be removed and reconstructed from 500' south of Ortega Highway to Camino Capistrano. The northbound number one lane should be removed and replaced from 350' north of Camino Capistrano {Capistrano Home Center entrance} to Forester Lane. Reconstruction should include placement of one of the alternative sections provided within the Replacement Section portion of this report. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent lanes for grade control and continuity purposes. The northbound number two lane should be cold milled 4" below present elevations from Camino Capistrano to Forester Lane to remove the deteriorated pavement surface and prepare the roadway for resurfacing. A minimum 2" thick level course should then be placed in this area, joining with the elevation within the adjacent number one lane prior to final resurfacing. The level course should be 1 5/8" below the lip of gutter along the roadway edge. The remaining edges of the roadway not reconstructed should be cold milled 1 518" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. A nominal asphalt concrete level course should be placed if required to address grade irregularities. A minimum 2" thick c ri3A asphalt rubber hot mix overlay should be placed to complete resurfacing. L eaKa • Am4n - 20 - Project No: 33039c Alternative Recommendation Three Alternative Three leaves the present wearing surface in place, along with areas of prior use of pavement reinforcing fabric. The southbound number two lane should be removed and reconstructed from 500' south of Ortega Highway to Camino Capistrano. The northbound number one lane.should be removed and replaced from 350' north of Camino Capistrano (Capistrano Home Center entrance) to Forester Lane. Reconstruction should include placement of one of the alternative sections provided within the Replacement Section portion of this report. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent lanes for grade control and continuity purposes. The northbound number two lane should be cold milled 4" below present elevations from Camino Capistrano to Forester Lane to remove the deteriorated pavement surface and prepare the roadway for resurfacing. A minimum 2" thick level course should then be placed in this area, joining with the elevation within the adjacent number one lane prior to final resurfacing. The level course should be 1 5/8" below the lip of gutter along the roadway edge. The remaining edges of the roadway not reconstructed should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. All cracking wider than 1/8" should be cleaned and filled. A nominal 1 %2" thick asphalt concrete level course should be placed to prepare the surface for installation of pavement reinforcing fabric. - 21 - Project No. 33039c Pavement reinforcing fabric should be installed using 0.20 gallons per square yard PG 64-10 asphalt cement. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. Replacement Section Alternatives Reconstruction of specific areas along the roadway will be required. Grade restrictions may also contribute to additional reconstruction along the roadway. Subgrade identification and testing within the existing roadway alignment reveals a variety of clay and sandy clay subgrade soils exhibiting R-Value strengths of 11. Replacement sections have been designed for use where reconstruction or new construction is planned. The replacement section alternatives provided include the thickness of planned overlays. Replacement section alternatives have been developed based on the subgrade R-Value strengths determined during laboratory testing. LIOAe • Alan e -22 - Project No. 33039c Design R Value 11 Design Traffic Index 9.5 AIL 1 Aft. 2 6it. 3 Asphalt Concrete 6" T 14" Aggregate Base 20" 18 %"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 8.5 61. 1 Alt. 2 Alt. 3 Asphalt Concrete 5 W 6" 12 W Aggregate Base 17" 161/2" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") -23 - Project No. 33039c Design Traffic Index 7.5 Aft 1 Alt, 2 Alt, 3 Asphalt Concrete 4 W 5" 11" Aggregate Base 15 W 14 %Z"- Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Akiwvb - 24 - Project No. 33039c Materia! Recommendations Materials — 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, or Class 2 Aggregate Base complying with the applicable sections of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition. Materials - Asphalt Concrete — New Construction Asphalt concrete shall be Type III B2 or Type III B3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Concrete — OverlaytWearina Surface Asphalt concrete shall be Type III C3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Rubber Hot Mix Overlay Asphalt rubber hot mix shall be Type ARHM-GG-C (Wet Process) complying with the Standard Specifications for Public Works Construction, latest edition. Lnlleikk 9 A%nn*o M,a WE MW ORO NY; "+ Soltigsrrrr, DEL ©'BISPO STREET TACE O� 4 *AVLir147'76A"HNCSt,{7G)' CONCEPTUAL PURPOSES ONLY DATE: 5/24/06 L-G7 VAC/16�$IIT Ali - gx� < bL�1"dC/144,"Al3 C t v s�' -- Ly❑-� - ea „ p . 4 .. .— 'Tit..- ,,. _. .iWY ..lY... _. ... .. ,.. .6. .... w ami } �. ' G :i4iS! -FABRIC Afc n�l,ns•Aa e Iia'ac i l.r:�ta�,w Dt:rAn. PRIMARY RECOMMENDA:F ON OI REMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE y OR ONE OF THE ALTERNATIVE CONVENTIONAL S SECTIONS MAY BE D UTILIZED. THE FINAL S NEARING SURFACE SHOULD BE PLACED IN UNR; # CONJUNCTION WITH RESURFACING OFS IT ADJACENT OF THC ROADWAY, GAIN NEW FINISH TRADES WITH ADJACENT LANES t k. i FGLLOVING ASPHALT CONCRETE OVERLAY. "- �...,--.....-.•.,— ' O2 COLD MILL 4' BELOW PRESENT ELEVATIONS. PAVE MINIMUM 2• -- T I Sao �• unG THICK LEVEL COURSE, JOINING WITH THE ELEVATION WITHIN THE CUD ADJACENT NUMBER LANES PRIOR TO FINAL OVERLAY. LEVEL COURSE SHALL BE 1 5/8' BELOW LIP OF GUTTER ALONG ROADWAY EDGE. O ANNu COLD MILL 2' BELOW PRESENT.ELEVATIONS, REMOVING THE MOST A.p Lllitr RECENT WEARING SURFACE, ADJUST DEPTH ACCORDINGLY TO ENSURE REMOVAL OF PREVIOUS FABRIC LAYER. CLEAN AND FILL 9 � , ALL EXPOSED CRACKS WIDER THAN 1/4', PAVE MINIMUM 2' THICK iiWC# LEVEL COURSE, OPAVE MINIMUM 2' THICK ASPHALT RUBBER HOT MIX (ARHM-VETZS PROCESS) OVERLAY. r ar Huns &. Associates 1 Pxrn AxY DEL OBISPO STREEF To. � 34 EXECUTIVE PARK, SUITE 150 nxxfcN P12f)JECI"tt4iCiS O IT IRVINE, CA 9261 A TRAFFIC INDEX: e.5 7�4 �� � R-VALUE It CAMINO CAPISTRANO TO ORTEGA HIGHWAY rN(n,)s4a-JApp FAX ta,Y.sw.ea.++ I'� ,-:,,. �. DEL OBISPO STREET •ASMIALT YECH.NtII.CJf.1' CONCEPTUAL PURPOSES ONLY PAGE �� 1101111:11111211w DATE: 5/24/06 ^�47 6'AC)Ili lj$Al7 {Sjfj'fiC"f{4'X$ n + v+ + wgw o °i m ry 4 ai +m + + n U}��a�✓ �V ��£fi Y�s e h i 4+�}"'rz""a'R�h"�5,65t "� `k"`�N L'1"' £„'rv„�'T.�,4F5� w � "" z � t e .fru � w w.j w. `. ' � r r m„ a m a 8 & $ + :i-(iN FABRIC PJ:{1� FABRIC - H3/ft'dC/IS u/8"AIS. GIIA'ACf-1431A'AB f)F:7'AII, -.RNATF. I RECOMMENDATION� TAW O1 UTILIZ D, TH WITH RESURFACING VE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE 4,UweRAY ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY BE Y UTILIZED. THE FINAL S WEARING FTHESURFACE SHOULD BE PLACED IN uv2 2 } LA*B CON OF THE REMAINDER OF THE ROADWAY. JOIN NEW FINISH WITH FOLLOWING ASPHALT CONCRETEADES OVERLAY. ADJACENT LANES • e ��;ylIy OCOLD MILL 4' BELOW PRESENT ELEVATIONS. PAVE MINIMUM 2' y2� Z - "+, T THICK LEVEL COURSE. JOINING WITH THE ELEVATION WITHIN THE RM1 Cqp y ADJACENT NUMBER LANES PRIOR TO FINAL OVERLAY. LEVEL CRJRSF B COURSE SHALL BE 1 5/8' BELOW LIP OF GUTTER ALONG ROADWAY EDGE. tt 14 A�p� OCOLD MILL 2- BELOW PRESENT ELEVATIONS, REMOVING THE MOST 4 Qr�I7 RECENT WEARING SURFACE, ADJUST DEPTH ACCORDINGLY TO ENSURE REMOVAL OF PREVIOUS FABRIC LAYER. CLEAN AND FILL ALL EXPOSED CRACKS WIDER THAN 1/4'. PAVE MINIMUM 2THICK y Z LEVEL COURSE. yxsaM y��y� n waw: V CLEAN AND PILL ALL PAVEMENT CRACKS WIDER THAN IIB INSTALL PAVEMENT REINFORCING FABRIC USING On GALLONS PER •1181. SQUARE YARD PG 64-10 ASPHALT CEMENT CONCRETE TO OVERLAY. D tMNBM) CONSTRUCT MINIMUM 2' THICK ASPHALT CONCRETE OVERLAY TO - +y COMPLETE RESURFACING. MMU 2- Y 1 y Harris & Associates DEL OBISPO STRELT OWEL E . mac: PRLSKESS04 L PAVEt4EW4 EN E£hlWG 34 EXECUTIVE PARK, SUITE 150 ..'�.' .. .. . I*R{)tEL.`Ff iMPt'S O tS�.YtGN YAw,ihm1t1/Am1M,caN I.r) ?-: IRVINE. CA 92614 1RAFFft INOL%: s 5 2rao s aAlm A` 3MffA AnA, CA snas x ; R VAWE: 11 CAM1N0 CAP!$TRANO TO ORT£GA HIGHWAY MH {n+)BM-3Aee FAz;n+)s4e-3Bn1 [l) '�=CANA0NU (ic—Fe DEL OBISPO STREVETM 'WU44t'IWINOLOGCONCEPTUAL TuAl u., IF + + + R L KXX LZ L''2� X, 5Z 4 �4 4, 7x + A+ + 3.631 FAHDtC [GllAir aC 144 W /=TENATF,2 RECOMMEND7A�TIONI 4 REMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE OR ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY BE UTILIZED. THE FINAL 2' WEARING SURFACE SHOULD BE PLACED IN I L"K I CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE ROADWAY. JOIN NEW FINISH GRADES WITH ADJACENT LANES FOLLOWING ASPHALT CONCRETE OVERLAY. _ 4e*pa VICINITY MAP OCOLD MILL 4' BELOW PRESENT ELEVATIONS. PAVE MINIMUM E' 2 THICK LEVEL COURSE, JOINING WITH THE ELEVATION WITHIN THE ADJACENT NUMBER LAWS PRIOR TO FINAL OVERLAY. LEVEL COURSE SHALL RE 1 5/8' BELOW LIP OF GUTTER ALONG ROADWAY EDGE, OCOLD MILL OUTER EDGE 1 5/9' BELOW GUTTER LIP TAPERING 0' DEEP, 6' FROM THE GUTTER. A 4Y 4 OCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. A NOMINAL ASPHALT CONCRETE LEVEL COURSE SHOULD BE PLACED IF REQUIRED TO ADDRESS GRADE IRREGULARITIES PAVE MINIMUM 2' —WET PROCESS) THICK ASPHALT RUBBER HOT MIX (ARHM OVERLAY !Wi Harris & Associates ALT. 2 DEL OBISPO STREETE -MAWN. NO WOOLY& PAVD*EW 34 EXECUTIVE.PARK, SUITE 150 EStGN PR(ffwf-limns 0 -T IRVINE, CA 92614CAMINO CAPISTRANO TO ORTEGA HIGRWAY 2700 i��f ZX7i;4) TRAFFIC INDEX: 9.5 R—VALUEc 11 N X� •.LFALT;'Tli ® ° DEL OBISPO STREET PACE •.1.4F4&1G7'T*:C.YI,NOLOGl' CONIEPTUAL PURPOSES ONLY DAlE.' 5124/06 G,WCi Wlit AD 6 +hC id4Al $ $ $ $ o � . 0 O v �+ ,H wCR{ hA81NC � '. a�rTr Acr ta:,i�'AtiG J/1'.�Ci Ii48ts ALTERNATE 3 RECOMMENDATION DETAIL REMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE 4 OR ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY BE #I%fi,1Y UTILIZED. THE FINAL 2' NEARING SURFACE SHOULD BE PLACED IN CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE ROADWAY, JOIN NEW FINISH GRADES WITH ADJACENT LANES LNC S FOLLOWING ASPHALT CONCRETE OVERLAY, 4ti� VICIIA)CIA'MiCP ® COLD MILL 4' BELOW PRESENT ELEVATIONS, PAVE MINIMUM 2' �2 THICK LEVEL COURSE, JOINING WITH THE ELEVATION WITHIN THE 2! T ADJACENT NUMBER LANES PRIOR TO FINAL OVERLAY, LEVEL COURSE SHALL BE 1 5/e' BELOW LIP OF GUTTER ALONG ROADWAY EDGE. Aql 4' B rn+ O COLD MILL OUTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING 0' 4 +ANG DEEP, 6' FROM THE GUTTER. CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN I/B'. PAVE LEVEL NOMINAL I 112' THICK ASPHALT CONCRETE LEVEL COURSE. !' _ UNC3 µMx INSTALL PAVEMENT REINFORCING FABRIC USING 0.20 GALLONS PER r;.;,x - n'•h4+rx. SQUARE YARD P 64- ASPHALT CEMENT PRIOR TO OVERLAY. C ` CONSTRUCT MINIMUM 2'' THICK ASPHALT CONCRETE OVERLAY TD ,+ .M "" IWA. ' COMPLETE RESURFACING -� ? r Harris & Associates ALT. 3 DEL OBISPO STREET LABEII NAPROFESSIOF n,MARPEMENT c,INC. � 34 EXECUTIVE PARKEERING , SUITE 150 ::`"'� "' "` " PROJECT LIMITS O DESJGN WRN,LABELLEAIARMN.CON RVINE, CA 92614 TRAFFIC 1NGE ; B. 1100 5 GRAND AVENUE SANTA ANA, CA 92705 aY'31 R_WNDOE, It CAMINO CAPISTRANO TO ORTEGA HIGHWAY PM p+4) S.a-3. 5 FAA(774) 5w-s l r7 ;t. ,,. ..a —�• _ .. � .. ..�a _._ .. :.. .._. ..5..Jri: ., �3m� .. .... ..:kk 3`.'.Yvwv.... _ . +�xer�y s � �w t� I .. - a�a i`7rE�. �� s'sw. rs 5'��h�m a � nri ��'�'�§,, � 3r x.s yr,# rE .. rs u+„ s� $rte .� �+ .: �' � t rs7 -� 'stt"a-z .., �h r rsW����: t ut,k3t}u r"�3ra�(:, 'R'�'��.� ` �. �'�,;�{a ��n ��'�w'�kn �� ,. �, .�,,;.,... ._.,,y:� a�4��.dart ;,:".�..�,..m.�F . e '�'.�;� #r 3'.:. Fye � 'u;#°� � . .r '.: s y ...��4t` ` ;, :K Io �k��yk� 2 a�: '�� �'° 'fk"..3�+��S MJ�S ES�fi����..�.L � :rs`ny'�j$� �K,�a�' �a~g€p��x,�� k '4_�9 � �a �''�� a ... n a7`' x '-t �..-� t "b E� �"'a r#� i� a° a _ a ¢ ' �: c� w #�;r � � tf -a"L s ? z ,� �' 'oy tea, `.,"'Q7 a` ' rs�:"� �s�f 3'v„a .�'rr u.�,t y '^x+Ng- �` �".d . ,� � �#- .x x a"srs ::t '� :. ��� � rte'� � :�u � :.E,�y. hh. A . 3s.��::. �'� ". -v _rsn ,c r� i .:.,., `.. �.. - #�: : '. : ry �r °A _ '� t v5 : f - ;w� 2x- �..;�a - Lx - i - .,�: �. 's 3 TABLE ONE Measured .Towable Reduction G.l" AC Deflection 7' Peftdlon Required Required Required NSL Street and Limits RR. T.D. 'T-14 R R T,,p. (36) (Jt) (ft) (yrs) DEL OBISPO STREET:CAMINO CAPISTRANO TO ORTEGA HIGHWAY NORTHBOUND-1 - 1+00 t0 3+00 49 8.1 7.5 0.5 91 182 0 .00 .00 20+ 8.5 0.5 79 15.2 0 .00 .00 - 20+ 9.5 - 0.5 70 13.1 0 .00 .00 20+ 4+00 to 8+00 165 36.1 7.5 0.5 91 18.2 50 .64 .34 0 8.5 0.5 79 15.2 58 .82 .43 0 9.5 0.5 70 13.1 64 .94 .49 0 9+00 to 18+00 - 101 20.6 7.5 0.5 91 18.2 12 .03 .02 9 8.5 0.5 79 15.2 26 .16 .08 3 9.5 0.5 70 13.1 37 .36 .19 1 DEL OBISPO STREET:CAMINO CAPISTRANO TO ORTEGA HIGHWAY NORTHBOUND-2 1+50 to 18+50 95 19.2 7.5 0.5 91 18.2 5 .01 .01 14 8.5 0.5 79 15.2 21 .11 .06 5 9.5 0.5 70 13.1 32 .23 .12 2 DEL OBISPO STREET:ORTEGA HIGHWAY TO CAMINO CAPISTRANO SOUTHBOUND-1 1+50 to 18+40 101 20.6 7.5 0.5 91 18.2 12 .03 .02 9 8.5 0.5 79 15.2 26 .16 .08 3 9.5 0.5 70 13.1 37 .36 .19 1 DEL OBISPO STREET:ORTEGA HIGHWAY TO CAMINO CAPISTRANO SOUTHBOUND-2 1+00 to 5+00 82 16.1 7.5 0.5 91 18.2 0 .00 .00 20+ 8.5 0.5 79 15.2 5 .01 .01 15 9.5 0.5 70 13.1 19 .09 .05 6 6+00 to 16+00 135 28.8 7.5 0.5 91 182 37 .36 .19 1 8.5 0.5 79 15.2 47 .58 .31 0 9.5 0.5 70 13.1 55 .75 .39 0 20 Year Design Period No Growth Factor Project No.33039c Page La Belle * Marvin, Inc . MM!N Project No. 33039 MW4SL _ !Client: Boghossian & Associates Cores Obtained: May 8,2006 Project Name: Del Obispo Street Technicia BM, DL,SL aR T P# C LOCATION 5-66 61/2 AC 14 AS .:: '. Luta 1 1314, 21/2 38W S.of Ortega Hwy, 18`E of GP 21/4 rXIM oetAW , . ornoka,%PAW.sepwsled brown day 7f,896 5-67 6 AC 161/2 AB Bel Obispo Street SB Lane 2 1 3/4, 13/8, 975'S,of Ortega Hwy, 14'E. of CF 27/8 Comments.,A ftstor cracks,top Hit separated Soil. Brown slightly sandy day Moisture: 16.1% 5-68 83/8 AC 155/8 AB Bel Obispo Street NB Lane 2 2 114,fab, 1, 275'N. of Camino Capo, 16'W. of CF 11/4, 3 7/8 Comments.,Longitudinal cracks LWT&RWT soft: Brown slightly sandy day Moisture: 18.0"/0 5-69 61/4 AC 143/4 AB Del Obispo Street NB Lane 1 1 5/8,fab, 1205'W.of Camino Capo, 16'W. of CF 21/4,23/8 Comments:Alligafor LWT,long&latera!RWT,top lift separated Soil: Brown slightly sandy clay Moisture: 17.4% r__ne__ • ,��' CF=Curb Face JFab= Fabric '3 F .4� ���i'r �.�" yr',�..F s M� two 4w. N�:9" •. S V} 4 sU% ��gL�s ��iTriy S, q. l IWO ME Ri MOWST Q r1l toy my 0, WGIV I Will ' '"` '' :x arae i , :y,, a}x•x + Y�, i. t '� I UN 7Mcs' M DIM: Am , r Street: DEL OBISPO STREET ProjedNo.33039c Limits: CyRMINO CAPISTRAM TO ORTEGA HIGHWAY Direction:NORTHBOUND Lane: 1 Feet X 100 R,RIR93 Aglio 7D on 1 Co eats :0 +00 - - BEGIN TEST LANE 1 NORTHBOUND DEL OBISPO STREET •0+0 CAMINO CAPISTRANO TO ORTEGA HIGHWAY 00+60 Median RAISED 1+00 44 29 23 0.65 37 - 6.9 Near Manhole Lorlgitut nar Cracks 2+00 50 40 '32 0.8 51 -8.35 3+00 44 38 26 0.88 56 6.9 Labral Cracks Longitudinal Cracks •3+50 CL of CAPISTRANO HOME CENTER •4+00 Longitudinal Cracks Medias PAINTED 4+00 176 132 83 0.75 212 38,72 5+00 151 113 62 0.75 204 32.69 Lateral Cracks Longitudinal Cracks 6+00 154 115 77 0.75 172 33.41 Lateral Cracks Longitudinal Cracks 6+00 143 106 70 0.74 161 _30.76 Lateral Cracks Longitudinal Cracks - •6+70 UP 7+00 74 62 42 0.84 93 14.13 Longitudinal Cracks 8+00 107 74 50 0.7 111 22.09 Lateral Cracks Longitudinal Cracks 98+75 CL of FORESTER LNE 9+00- 57 52 36 0.91 76 10.04 Lateral Cracks 10+00 94 82 52 0.88 132 18.95 Alligator Cracks Longitudinal Cracks to LWT 1+00 102 80 49 0.78 131 20,88 Alllgator Cracks Alligator Cracks In LWT 12+00 82 65 42 0.8 99 - 16.06 Alligator Cracks Alligator Cracks in LWT 13+00 87 68 46 0.78 98 17,27 Longitudinal Cracks •13+85 - Lateral Trench 14+00 103 76 40 0.73 144 21.12 Longitudinal Cracks Alligator Cracks in LWT •14+50 Lateral Trench 15+00 82 62 40 0.76 96 .16.06 Lateral Cracks Alligator Cracks in LWT 16+00 108 77 53 0.71 112 22.33 Lorigitudinal Cracks In LWT •16+15 Lateral Trench 17+00 90 60 40 0.67 91 17.99 Longitudinal Cracks in LWT •17+40 RTP 16+00 88 60 38 0.68 95 17.51 Longitudinal Cracks Longitudinal Cracks in LWT •18+10 LTP 019+50 CL of ORTEGA HIGHWAY • Not Included in Summary DATASHEET Street: DEL OBISPO STREET Project No. 33039c Limits: CAMINO CAPIST41MG TO ORTEGA HIGHWAY Direction.NORTHBOUND Lune: 2 Feet X 100 PRI RR2 RR3 RRI TD ox I • BEGIN TEST LANE 2 NORTHBOUND DEL OBISPO STREET •0+00 - CAMINO CAPISTRANO TO ORTEGA HIGHWAY •0+65 Curb and Gutter 1+50 134 104 60 0.78 180 28.59 Alligator Cracks Alligator Cracks in LWT 2+50 79 73 55 0.92 97 15.34 Lateral Cracks Alligator Cracks in LWT 2+50 76 74 55 0.96- 98 14.62 Lateral Cracks Alligator Cracks In LWT •2+90 RTP 93+55 - •CL of CAPISTRANO HOME CENTER 4+50 80 76 57 0.94 99 15.58 Alligator Cracks r.4+75 - - RTP -5+50 66 60 46 0.91 - 78 12.21 Lateral Cracks 6+50 84 70 46 0.83 106 1654 Near Manhole •7+15 RTP 7+50 41 39 30 0.95 51- 6.18 8+50 59 50 19 0.85 132 10.52 Longitudinal Cracks 08+90 CL of FORESTER LANE 9+50 42 34 20 0.8 58 6.42 Next to Catch Basin 10+50 86 81 58 0.94 113 17.03 Now Manhole •11+25 Begin Patch _ 11+50 60 45 28 0.74 71 10.76 On Patch •12+10 End Patch 12+50 82 68 48 0.83 95 16.06 Alligator Cracks in LWT 13+50 80 70 41 0.89- 121 15.58 Alligator Cracks in LWT •14+15 Lateral Trench 14+50 82 68 41 0.83 114 16.06 Alligator Cracks in LWT Near Manhole .14+75 Lateral Trench 15+50 64 52 44 0.81 61 11.72 Alligator Cracks In LWT •16+35 Begin Patch 16+50 120 98 73 0.81 130 25.22 On Patch •16+65 End Patch 17+50 66 60 43 0.92 85 1221 Longitudinal Cracks in LWT •17+55 LANE 2 TURNS INTO RTP 18+50 70 64 28 0.91 144 13.17 Alligator Cracks in LWT 019+50 CL of ORTEGA HIGHWAY • Not Included in Summary DATA SHEET Street: DEL OBISPO STREET Project No.33039c Limits: ORTEGA HIGHWAY TO CAMINO CAPISTRANO .Direction:SOUTHBOUND Lane: 1 Feet X 100 RRI RRI TD on 1mments • BEGIN TEST LANE 1 SOUTHBOUND DEL OBISPO STREET •0+00 ORTEGA HIGHWAY TO CAMINO •0+65 Medan PAINTED 1+50 90 64 42 0.7 97 17.99 Alligator Cracks 2+50 97 74 44 0.76 123 19.68 Alligator Cracks Lateral Cracks Longitudinal Cracks in LWT •3+40 Lateral Trench 3+50 98 80 56 0.82 115 19.92 Lateral Cracks Longitudinal Cracks in LWT 4+50 76 56. 16 0.74 193 14.62 Longitudinal Cracks Longitudinal Cracks in LWT •5+50 Lateral Trench 5+50 94 86 62 0.91 118 18.95 Alligator Cracks in LWT 95+85 Lateral Trench 6+50 92 80 70 0.86 91 18.47 Alligator Cracks Alligator Cracks in LWT 7+50 - 84 75 52 0.89 107 16.54 Alligator Cracks Alligator Cracks in LWT 8+50 82 64 44 0.79 96 16.06 Alligator Cracks in LWT •9+45 LTP 9+50 88 65 18 0.74 235 17.51 Alligator Cracks In LWT , 10+50 70 58 52 0.83 66 13.17 Alligator Cracks in LWT •10+60 CL d FORESTER LANE 11+50 60 47 22 0.79 98 10.76 Lateral Cracks Alligator Cracks in LWT 12+50 70 50 33 0.72 T7 13.17 Lateral Cracks Alligator Cracks in LWT 13+50 68 50 38 0.73 65 12.69 ANigator Cracks in LWT •13+80 LTP 14+50 104 80 56 0.77 116 21.36 Alggator Cracks in LWT *15+70 CL of CAPISTRANO HOMES CENTER •16+10 LTP 16+50 121 108 64 0.9 183 25.46 Lateral Cracks Longitudinal Cracks in LWT 17+50 108 82 52 0.76 131 22.33 Lateral Cracks Longitudinal Cracks in LWT 18+40 88 60 32 - 0.69 114 17.51 Near Traffic Sensors •19+15 CL of CAMINO CAPISTRANO • Not Included in Summary DATASHEET Street; DEL QF3ISPU STREET PrWect No.33039c Limits; ORTEGA MWAY TO CMWO CAPISTRANO Direction:SOUTHBOUND Lane. Feet X 100 RRI RR2:_ o .1_ Go • BEGIN TEST LANE 2 SOUTHBOUND DEL OBISPO STREET •0+00 ORTEGA HIGHWAY TO CAMINO CAPISTRANO 00+50 Curb and Gutter 1+00 78 57 42 0.74 78 15.1 Lateral Cracks 2+00 84 68 49 0.81 93 16.54 Longitudinal Cracks longitudinal Cracks in LWT 3+00 80 66 42 0.82 104 15.58 Meandering Cracks •3+20 Lateral Trench 4+00 59 44 19 0.74 100 _ 10.52 Alligator Cracks in LWT •4+90 Lateral Trench 5+00 - 64 57 12 0.89 288 11.72 Alligator Cracks •5+50 Lateral Trench 6+00 103 88 72 0.85 107 21.12 Alligator Cracks in LWT 7+00 70 58 45 0.83 76 13.17 Alligator Cracks in LWT 8+00 154 103 42 0.67 252 33.41 Alligator Cracks Alligator Cracks in LWT •8+65 RTP 9+00 91 70 54 0.77 92 18.23 Longitudinal Cracks 10+00 72 60 38 0.83 96 13.65 Meandering Cracks •10+40 CL of FORSTER LANE 11+00 92 70 54 0.77 92 18.47 Alligator Cracks in LWT 12+00 186 107 84 0.57 135 41.13 Alligator Cracks Alligator Cracks in LWT 13+00 110 78 26 0.7 231 22.81 Alligator Cracks Alligator Cracks in LWT •13+40 Begin Patch •13+95 End Patch 14+00 89 76 59 0.86 99 17.75 Alligator Cracks Alligator Cracks in LWT •15+35 CL of CAPISTRANO HOME CENTER 16+00 128 108 72 0.84 161 27.15 Alligator Cracks in LWT •16+75 Begin Patch 17+00 94 82 70 0.86 96 18.95 On Patch Alligator Cracks •17+25 RTP •17+95 End Patch 18+00 46 rid- 36 0.96 56 7.39 Near Traffic Sensors •18+75 CL of CAMINO CAPISTRANO • Not Included in Summary DATA SHEET Rn P. - VALUE DATA ,SHEET Boghossian & Assoc. Del Obispo PROJECT NUMBER 33039 BORING NUMBER: Subgrade 5-66 SAMPLE DESCRIPTION: Brown Clay . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . Item. SPECIMEN , . . a. b c Mold Number, 7 8 9 Water added, grams 63 92 142 Initial Test Water, % 16.3 19.0 23.6 Com act Gage Pressure,psi 130 65 30 Exudation Pressure, psi 425 331 159 Height Sam .le, Inches 2.53 2.53 2.64 Gross Weight Mold, grams 3213 3228 3175 Tare Weight Mold, grams 2078 2116 2113 Sample Wet Weight, grams 1135 1112 1062 Expansion, Inches x 10ex -4 77 24 7 Stability 2,000 lbs (160psi) 43 / 113 55 / 133 68 / 147 Tums Displacement 3.17 3.52 4.43 R-Value Uncorrected 25 13 5 R-Value Corrected 25 13 5 Dry Density, pcf 116.9 111.9 96.6 DESIGN CALCULATION DATA Traffic Index Assumedl 4.0 14.0 1 4.0 G.E. by Stability 0.77 0.89 1 0.97 G. E. by Expansion 2.570.80 0.23 11 Examined & Checked: 5 /12/ 06 Equilibrium R-Value byt.. EXUDATION hry ,r . Gf = 1.25___ va ;9559 0.0% Retained on r:P /31r REMARK$: 3/4" sieve. St 30659 F t 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. Lil��l�t! • I��ill'��11 R-VALUE GRAPHICAL PRESENTATION PROJECT NO. 97,n.99 vi 400 $ oho ,ots�...eAasocm 350 BORING 140. 0300 DATE r c tia s rn 200 4s ' TRAFFIC INDEX 100 ; r" R—VALUE BY EXUDATION ¢ 0 f R-VALUE BY EXPANSION a - 17D `� -J X MOISTURE AT FABRICATION 800 700 600 500 400 300 200 100 100 - �s . 40 70 60 o T rs 3. — Lto 50 vi 40 ra r 2.1 z 30 Pd 20 10 :� , .�,. . .. 0 �rt i• :E tis • t � ;rs :i;. i�t t 1.0 2.0 3.0 4.0 COVER THICKNESS BY EXPANSION, FT. X MOISTURE R-VALUE vs. EXUD. FRES. T by EXUDATION EXUD. T vs. MAN. T b A T by EXPANSION REMARKS la��it� • ��1nn�i� PRO�SIONAI PAV BABE!BgM1EER1lq a t E ? Am x. N P ass, v ME r n L qjj NO " �`'.�'� �s iiti'FS�`� ;.+"`• tSt �. A s4 � :�"'+�:3 E_� ��". �'��� � r mt�' � s�Fart ��: +t..n:::<.. .,v;fit.:. ..c�:-}� . .. � .... .:. -...__. .. •.. ..��- .._, n..,: EXPLANATION OF LISTINGS ON ROAD RATER DATA SHEETS The Road Rater Data Sheets provide a tabulation of all field test data, field observations and pertinent landmarks such as cross streets, patches, utility trenches, etc. The following is an explanation of the various information contained on the data sheets: FEET X 100 - The stationing of test locations as measured in the direction of travel. RR1, RR2, RR3 - The Road Rater deflection reading in 10-5 inches. RR1 represents the deflection directly beneath the load input with RR2 representing deflection one foot and RR3 representing deflection two feet from the load input point. RATIO - The ratio of RR2 I RR1 or the inter-relationship of the deflection one-foot from the stress input to the deflection at the load center. This value indicates the extent of support provided directly beneath the pavement layer. PROJ. RR1 - Evaluation of the pavement deflection basin is based upon deflected pavement shape. The pavement response one and two feet from the loading center is compared to an ideal flexible pavement model and the Projected Road Rater value calculated. Comparison of the Projected RR1 and the Measured RRI provides information relative to subgrade response and asphalt concrete stiffness. TD ON 1 - The measured Road Rater sensor number one under load converted to an equivalent Traveling Deflectometer unit. The basis of conversion is: T.Q. _ (R.R. x 0.01 x 24.1) - 3.7 LitlkSch • 1��i11'1`III EXPLANATION OF LISTI=NGS ON TABLE ONE Table One is a statistical accumulation of measured deflection values obtained during field-testing. Individual deflection test data was reviewed and grouped according to data trends and engineering judgment. Contained within the Table One are the limits of evaluation, the 80th percentile measured deflection, the allowable deflection, overlay requirements and the Nominal Service Life. The following is a more detailed explanation of the various information contained in Table One: STREET AND LIMITS - The roadway studied is separated by lane, direction of travel and stationing. The station limits selected represent areas of like deflection determined during the engineering review of data and field conditions. MEASURED DEFLECTION R.R. The 80th percentile deflection value, representing the strength under loading of the section being evaluated, reported in inches times 10-5. T.D. The 80th percentile deflection value in Traveling Deflectometer units, 10-8 inches. T.I. The Traffic Index used for evaluation of the specific test loading. The Traffic Index represents the anticipated accumulation of equivalent axle loads within the design period. 'T' The thickness of existing surfacing material provided. ALLOWABLE DEFLECTION The maximum permissible deflection value where no reinforcement is necessary. The calculated maximum value is based upon asphalt concrete thickness and traffic index as determined per Caltrans Test Method 356. The allowable deflection is reported in both Road Rater (R.R.) and Traveling Deflectometer(T.D.)units. RED. REQ'D (%) The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. G.E. REQ'D (FT.) The equivalent thickness, in feet, of rock base required to effect the specified deflection reduction. A.C. REQ'D (FT.) The equivalent asphalt concrete thickness required to effect the specified deflection reduction. NSL (YRS.) The nominal service life is a computation of the time it would take to generate the number of equivalent axle loads permissible based upon measured strengths. The NSL should be considered as an ordering tool due to variations in growth rates and actual axle loading within specific times of the design period. _5 a my VF NM q " vol € ?are a k� !'� i .t v L` " � ar a � :. '`?• a �' F .,r'i .. ��f t'=U,� '�� �" � ,..-•: � r i ia.a ti� rjEa°22 y 3 : i ?, ; s �ga'` t{ Itb € ,k.3 tF i sC r1' •F n , NtV'�. ka't,:�+! "°" L ! .S` a� !,, .^rE.`. '=fc�����?. ._ -h.:.„.".5v ,...�. TECHNICAL DETAILS ON ROAD RATER &c DEFLECTION ANALYSIS TEST EQUIPMENT -The Road Rater is a non-destructive hydraulic test apparatus that measures the stiffness of a pavement by applying a dynamic load. It is equipped with electronic instrumentation that measures and displays the deflection at the point where the force is applied and one or more other nearby points. Additional details will be provided if desired. Following are specific operation data for this study: TEST FREQUENCY 25 Hertz AIR PRESSURE-Transfer Pods = 35 psig AIR PRESSURE-Support Pods = 47 psig STATIC LOADING 5333 Newtons OSCILLATING LOADING = 5340 Newtons DEFLECTION ANALYSIS BIBLIOGRAPHY 1. The State of California, Department of Public Works, Division of Highways, Materials Manual-Volume 1, Test Method CAL 356 2. The Asphalt Institute Publication, "Asphalt Overlays and Pavement Rehabilitation" MS-17 3. Flexible Pavement, Structural Section Design Guide for California Cities and Counties 4. International Conference on the Structural Design of Asphalt, Proceedings 1962, 1967, 1972 and 1982 - Various Papers 1ARCANWO 0 1%311 vhl 5. A Guide to the Structural Design of Flexible and Rigid Pavements in Canada; Canadian Good Roads Association, September 1975 and Australia Method, 1982 6. Various Technical Memorandums and Reports presented by: a) American Society of Civil Engineers, Soils Mechanics Division and Transportation Division b) Highway Research Board Records and Special Reports on Pavement Performance c) FHWA, FAA and miscellaneous Federal and State Reports relative to Deflection Analysis • ANALYSIS Aarvin 0 SOILS,ASPHALT • DESIGNS. V TECHNOLOGY t NAL -I*, AVE,1%ikir A CAU ON MR00A PAVEMENT NVESTIGATION Of JuniPero Serra Road (0mino Capistrano to Southbound 1-5 Ramps) Within the City of San Juan Capistrano, California JUNIPERO SEIMA RD ^u lLiN.R.IAN aIJJ Prepared y: IN Client: Boghossian & Associates Project No. 33039e MAY 2006 2700 S. GRAND AVENUE 9 SANTA ANA, CA 92705-5404 (714) 546-3468 . FAX (714)546-5841 .00/ INFO@LABELLEMARVIN.COM Project No. 33039e TABLE OF CONTENTS Introduction Scope of Work 2 Discussion 3 Rehabilitation Procedures 5 In-Place Strength Testing 10 Traffic Use Estimates 11 Field Conditions 12 Field Core Sampling and Laboratory Data 13 Conclusions 15 Recommendations 17 Replacement Section Alternatives 20 Material Recommendations 23 Appendices A - Location and Strip Maps B - Table Ones C - Coring Results D - Deflection Data E - R-Value Determination F - Explanation of Listing on Road Rater Data Sheets G - Technical Details on Road Rater and Deflection Analysis C 0 Akili'vi - 1 - Project No. 33039e Introduction Improvement of Junipero Serra Road from Camino Capistrano to the Interstate 5 Southbound do/Off Ramps within the City of San Juan Capistrano is in the final design and planning stages. Improvement of the roadway may include a combination of reconstruction and resurfacing combined with construction of new median or frontage improvements as required. The purpose of this investigation is to provide data and independent analysis of the present structural conditions and define or explore various means of possible rehabilitation using in place strength testing, combined with pavement core sampling and laboratory testing. The results of this investigation were also compared to the report of the visual site condition review conducted in December 2004/January 2005. Based on the present structural integrity of the existing travel lanes, and on projected future traffic use, improvement requirements to meet long term City performance expectations are developed. A challenge for rehabilitation of the roadway will be effective control or limiting of premature reflective cracking combined with the geometric limitations imposed by the existing medians, crown and roadway cross slope. I�t1�E+L'�!! • Miln4n - 2 . Project No. 33039e Scope of Work Investigation of Junipero Serra Road included: • Site Inspection • In-Place Strength Testing • Core sampling of the existing pavement including measurement of the Asphalt Concrete Layer Thickness Aggregate Base Layer Thickness • Bulk Sampling and Identification of Subgrade Soils Subgrade Moisture Determination Subgrade R-Value Strength Determination • Engineering Analysis Combining Component Analysis In-place Strength Analysis Site Condition Assessment Comparison with previous visual inspection(s) • Report Preparation. I,a1i Ab win - 3 - Project No. 33039e The investigation performed utilizes pavement core sampling to define the existing section thicknesses, in place strength testing to determine the combined effects of subgrade strength variations, historical traffic use, prior maintenance and resurfacing, laboratory testing to develop predicted subgrade strengths, and subgrade moisture testing to aid in characterizing subsurface conditions. The specific 'hard` data is combined with visual examination of the roadway to develop recommendations for maintenance, rehabilitation or reconstruction. During the course of combining the many variables associated with pavement performance and pavement rehabilitation, certain design challenges have to be addressed including current grades, crown heights and cross .slopes, the impacts on surface grades and elevations for each of the rehabilitation or maintenance alternatives, projected short and long term performance and of course initial and projected long term costs. Balancing the costs and benefits then requires consideration of numerous alternative methods.of construction, which along with the costs and benefits include certain risks. The risks of pavement reconstruction are many, and include the potential for encountering as yet undefined subsurface conditions, utility conflicts, weather delays, and the increased costs which may actually prevent the project from moving forward, regardless of need or desire. Reconstruction also includes obvious disruption to residential and business life, and may be fraught with delays where subsurface conditions require design or construction changes. LWkIC • AQIrOn - 4 - Project No. 33039e 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 also includes risks, which are balanced with construction and personal cost savings, constructability, and a cost benefit ratio, projecting the necessary reoccurrence of maintenance with time, and the impact on future maintenance choices with the type of resurfacing procedure chosen. Pavement resurfacing must also address the reality of street variability, changes in past and future traffic patterns, such as the advent of street side recycling of green waste, bottles and cans, and collection of normal household and business refuse. The increase in trash collection alone has tripled the weekly destruction of residential roadways in the community, with lesser but proportional damage to'the arterials and collectors. 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 1.nik� • ���r�rn� - 5 - Project No. 33039e construction history, the potential for reflection of existing cracking through the new wearing surface, etc. 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 performance benefits of the procedure and a comparison of resurfacing costs with the large expense of complete reconstruction. Reconstruction Reconstruction almost always provides the least 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 Li1Ndki 0 Ai1nin - 6 - Project No. 33039e 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, of 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 asphaltconcrete 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. - 7 - Project No. 33039e Asphalt Conte 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. 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 paint 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 8 - PrOje-d No. 33039e limited crack reflection versus the obvious cast artd conwiJ ion 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. L;iIkAek • ,t��tll'�'�1 - 9 - Project No. 33039e Asphalt Rubber Hitt 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 similar 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. - 10 - Project No. 33Me Asphatt" 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. /n-Place Strength Testing The net effect of as-built pavement thicknesses; variability of subgrade soil types and conditions, construction and maintenance history, weather and aging cycles, and of course, the impact of continued and ever increasing traffic weights and volumes is determined through specific measurement of the in place pavement strength. Pavement deflection testing, using the Model 400 Road Rater was performed in the right wheel path of each travel lane, at 100' intervals. Specific deflection test data are included in this report. Explanations of the test equipment, deflection testing performed, and the test data provided are included In Appendix F. The pavement response to known loading criteria provides real time measurement of the present pavement strength. The pavement strength measurements are evaluated, using specific pavement performance models, combining all known information with projections of future traffic use as represented by the Traffic Index. The in-place strength testing permits development of rehabilitation alternatives which aid in reinforcing the roadway, Project No. 33039e address present physical defects and distress, and provide the user with a serviceable roadway for an extended time period. Traffic Use Estimates Estimates of future traffic use or Traffic Index was provided by the City of San Juan Capistrano. The provided Traffic Index includes estimates of current and future automobile, transit bus, tour bus and truck use. These estimates of future traffic use or Traffic Index were combined with in- place thickness information and measured section strengths to develop recommendations for rehabilitation. Additional Traffic Indices 1/2 TI greater and 1 full TI greater than the design Traffic Index were also evaluated to determine the potential impacts of differing growth over the 20 year design period. Recommendations for improvement were based on the 9.0 Traffic Index provided. (wring the course of this investigation, transit bus use, Route 91 was observed along the roadway. The present schedule includes 33 buses per day along the roadway, equivalent to a Traffic Index of 8.0 to 8.5 where reasonably filled with passengers. Local high schools recently completed and under construction may increase bus use, including changes in the transit schedule and/or inclusion of school buses. The 9.0 Traffic Index provided may therefore be subject to change. L�li� • �1lnr�i�� - 12 - Project No. 33039e Field Coadig s Junipero Serra Road is a primary arterial/collector roadway, providing east/west access from the Interstate 5 Freeway to northern San Juan Capistrano. The roadway also provides access to the parallel alternative travel routes along Camino Capistrano and Rancho Viejo Road during peak travel hours. The roadway generally includes four travel lanes near the Freeway, narrowing to two thru lanes from 300' +/- west of the Freeway to Camino Capistrano. Current construction of the High School at the southeast corner of Junipero Serra Road and Camino Capistrano ma include modifications to the number of travel lanes. Previous construction north of Junipero Serra Road in conjunction with the Junipero Serra High School has included construction of curb and gutter and resurfacing of the two lane portion of the roadway. No frontage improvements are presently in place along a majority of the south side of the roadway. Directions of travel are separated by a centerline stripe. The right wheel path of the number one or number two lane is immediately adjacent to the edge of the roadway in extensive areas. Previous resurfacing in conjunction with previous construction presents a relatively crack free roadway from 300' +/- west of the 1-5 Freeway to Camino Capistrano. The limited longitudinal and transverse cracks likely reflect underlying conditions and joints. Pavement cracking and general distress is prevalent from the Freeway to 300' +/- westerly. A utility trench coincides with - 13 - Project No. 330396 the right.wheet.-ath of the eastbound nurnber two lane and is exhibiting distress within and adjacent to the trend. Field Core Sampling and Laboratory Data Pavement core sampling was performed at four (4) locations, within the roadway, distributed within each travel lane along the length of the project. Prior to field core sampling all locations were marked on the pavement surface and Underground Services Alert notified to avoid conflict with buried utilities. Access through the asphalt pavement was provided through 6" diameter core holes, cut through the pavement surface utilizing portable coring equipment. The thickness of the asphalt concrete layer and aggregate base layer (if any), was determined during field sampling activities. Borings were advanced below the pavement surface using a combination of hand and power augers to a maximum depth of four feet. Bulk samples of the subgrade soils were placed and sealed in plastic bags for transport to the laboratory. All test holes were backfilled and patched prior to leaving the site. Pavement core data reveals a varied past, and includes both conventional asphalt concrete over aggregate base sections and full depth asphalt concrete pavements constructed directly over the underlying subgrade soils. Three of the four locations investigated did not include aggregate base. The roadway was apparently previously resurfaced using pavement reinforcing fabric to address Lnikgkb • MnMn - 14 - Project No. 33039e long term cracking. The fabric instailta#ion is likely in excess of 15 or 20 years old. Recent resurfacing places the fabric beneath two pavement layers, 3" to 4" below the present surface. The asphalt concrete section varies considerably, ranging from 5" to 8 'f<" thick, in the full depth asphalt concrete location and 4 '/" thick over 123/4" aggregate base near the Freeway. Multiple asphalt concrete layers and the obvious presence of pavement reinforcing fabric indicate most of the roadway has been overlaid since the date of original construction. The prevailing subgrade soils were identified as brown gravelly sand and brown clayey sands. The sand/clayey sand subgrade soils provide reasonable support for the roadway as measured through laboratory R-Value testing. Moistures encountered were generally drier than laboratory predicted conditions. if landscape medians are included as part of the project, related irrigation will ultimately change the moisture regime under the roadway. Back calculation of the subgrade R-Value based on thickness and in-place strength (deflection) testing indicates the subgrade is providing variable good support equivalent to an R-Value of 36 to 65, likely reflecting changes in subsurface moisture conditions and aggregate base qualities due to seasonal changes. All subgrade soils were visually identified and tested for existing in-situ moisture conditions. Representative subgrade samples were tested for R-Value strength. Individual core thickness information, test locations, subgrade soil identification and in-situ moisture conditions are 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. Project No. 33039e Existing Asphalt Concrete 4 W to 8 '/�" Existing Aggregate Base 0" to 12 3/" Subgrade Description Brown Gravelly Sand; Brown Clayey Sand Subgrade Moisture 6.3% to 7.5% Equilibrium R-Value 77 Equilibrium Moisture 9% Conclusions The present pavement surface, from Camino Capistrano, adjacent to current High School construction includes extended areas of relatively good pavement, with areas of isolated reflective cracking and most recent utility cuts. Reasonable reinforcement of the roadway, particularly given the absence of frontage improvements will be practical. Distress within the area presently providing immediate access to the Freeway is in poor conditions, including failed utility patches, severe raveling, extensive alligator cracking, etc. Relatively thick overlays due to the poor pavement condition are also necessary within the current number two lanes. These lanes apparently were part of roadway widening for the two service stations and likely were not constructed to la Ille e * Abneiti - 16 - Project No. 33,039e the same standards as the center lanes. Reconstruction of all or part of the number lanes will be necessary. Pavement cracking near the eastern limits of the project, at Interstate 5 include wide cracks, potholes and pavement spalling. Where resurfacing is selected, significant preparation and use of reflective crack inhibiting materials will be required. Pavement strength (deflection testing) performed along the roadway indicates placement of asphalt concrete overlays of over 4" thick are required in the number two lanes to meet structural requirements dictated by the 9.0 Traffic Index. Placement of asphalt concrete overlays to address this measured weakness is likely not practical or possible. Specific limits of reconstruction will be a combined function of the required overlay thicknesses and any grade limitations imposed by median height, crown height and cross slope. Alternative methods of rehabilitation have been developed, each presenting differing impacts on surface elevations, which may then be explored during final design of overall roadway grades and fixed improvements. Iii1�Et�ll; � 1��i11'�11 - 17 - Project No. 33039e Recvmmendatfons Rehabilitation or reinforcement of Junipero Serra Road through overlay will likely be limited to the number one lanes only. The magnitude of required overlay and proximity of the slow lane travel way to the edge of the roadway will limit overlay in these areas. Primary Recommendation The number two lanes should be removed and reconstructed. The westbound right turn lane into Junipero Serra Road morphs into a right tum lane —300' west of the Freeway. Where the right turn lane use is to remain, reconstruction of the right turn lane is not required. Where restriping will utilize the right turn lane as a travel lane, the pavement section within this area should be verified. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent number one lanes for grade control and continuity purposes. The northern edge of the roadway from the entrance to Junipero Serra High School to Camino Capistrano should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. Design grades along the south side of the roadway should include raising elevations a minimum of 2" above existing. Where construction of new curb and gutter is planned, the widening area should be designed to join with the necessary overlay. Absent widening and curb and gutter improvements, the shoulder should be graded to join the finished overlay elevation. Lillkg, t? 9 ManIn 'Project No. 33039e All cracking wider than 1/8" should be cleaned and filled. A nominal 1 'fz" thick asphalt concrete level course should be placed within the number one lanes to address the cracking and irregularities nearing the Freeway. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Alternative Recommendation One The number two lanes should be removed and reconstructed. The westbound right turn lane into Junipero Serra Road morphs into a right turn lane -300' west of the Freeway. Where the right turn lane use is to remain, reconstruction of the right turn lane is not required. Where restriping will utilize the right turn lane as a travel lane, the pavement section within this area should be verified. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent number one lanes for grade control and continuity purposes. The northern edge of the roadway from the entrance to dunipero Serra High School to Camino Capistrano should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. Design grades along the south side of the roadway should include raising elevations a minimum of 2" above existing. Where construction of new curb and gutter is planned, the widening area should be designed to join with the necessary overlay. Absent widening and curb and gutter improvements, the shoulder should be graded to join the finished overlay elevation. Lil��f,'��!! • �ti�itl'�71! Project No. 33039e All cracking wider than 1/8" should be cleaned and filled from Camino Capistrano to -600' easterly. The number one lanes from that point to the Southbound Off/On Ramps should be removed to a typical 5" depth. The exposed aggregate base should be regraded, and the milled material replaced in kind prior to placement of the final wearing surface. A minimum 2" thick asphalt rubber hot mix (ARHM-WET PROCESS) overlay should be placed to complete resurfacing. Care during hand work must be exercised to limit segregation during placement and handling. Alternative Recommendation Two The number two lanes should be removed and reconstructed. The westbound right turn lane into Junipero Serra Road morphs into a right tum lane -300' west of the Freeway. Where the right turn lane use is to remain, reconstruction of the right turn lane is not required. Where restriping will utilize the right turn lane as a travel lane, the pavement section within this area should be verified. The final wearing surface in the reconstruction areas should be placed as part of the final wearing surface in the adjacent number one lanes for grade control and continuity purposes. The northern edge of the roadway from the entrance to Junipero Serra High School to Camino Capistrano should be cold milled 1 5/8" below the lip of gutter, tapering to 0" deep, 6' from the gutter. Design grades along the south side of the roadway should include raising elevations a minimum of 2" above existing. Where construction of new curb and gutter is planned, the widening area should be designed to join with the necessary overlay. Absent widening �ill�t`�t` • �itl'�`II! - 20 - Project No. 33038e and curb and gutter improvements, the shoulder should be graded to join the finished overlay elevation. All cracking wider than 1f8" should be cleaned and filled from Camino Capistrano to —600' easterly. The number one lanes from that point to the Southbound Off/On Ramps should be removed to a topical 5" depth. The exposed aggregate base should be regraded, and the milled material replaced in kind prior to placement of the final wearing surface. A minimum 2" thick conventional asphalt concrete overlay should be placed to complete resurfacing. Note: Alternative Two will provide a greater probability of reflection of the limited existing pavement cracking from Camino Capistrano to 600' easterly. The cracking in this area is however limited, and the cost saving and increased flexibility in construction should be considered versus use of asphalt rubber hot mix provided in the Primary and Alternative One recommendations. Replacement Section Alternatives Reconstruction of specific areas along the roadway will be required. Grade restrictions may also contribute to additional reconstruction along the roadway. Subgrade identification and testing within the existing roadway alignment reveals a variety of gravelly sand and clayey sand subgrade soils exhibiting R- Value strengths in excess of 50. -21 - Project No. 33039e Replacement sections have been designed for use where reconstruction or new construction is planned. The replacement section alternatives provided include the thickness of planned overlays. Construction in widening and realignment areas should be based on R-Value testing performed along the proposed alignment. Replacement section alternatives have been developed based on the subgrade R-Value strengths determined during laboratory testing. Design R-Value 50 Design Traffic Index 9.0 All. 1 — _ Alt. 2 At. 3 Asphalt Concrete 5 '/2" 6" 8 Ys" Aggregate Base 6 %z" 5 Y2" - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Wkk . 22 - Project No. 33039e Design Traffic Index 9.5 Aft, 1 Alt. 2 AIt. 3 Asphalt Concrete 6" 7" 9" Aggregate Base 7" 5 Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") Design Traffic Index 10.0 Alt. 1 Alt. 2 AIt. 3 Asphalt Concrete 6 W 7" 9 %" Aggregate Base 7" 6 W - Subgrade Compaction 90% Min. 90% Min. 95% Min. (Upper 6") - 23 - Project No. 33039e Materia/Recommendations Materials — AMregge Buse 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, or Class 2 Aggregate Base complying with the applicable sections of the State of California Department of Transportation (Caltrans) Standard Specifications, latest edition. Materials -Asobalt Con"ete-- New Construction Asphalt concrete shall be Type III B2 or Type III B3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Concrete — Overlay/Wearina Surface Asphalt concrete shall be Type III C3 PG 64-10 complying with Section 400 of the Standard Specifications for Public Works Construction, latest edition. Materials - Asphalt Rubber Hot Mix Overlay Asphalt rubber hot mix shall be Type ARHM-GG-C (Wet Process) complying with the Standard Specifications for Public Works Construction, latest edition. Ls11i� • �11ar�mi N3 W-- 55 n 45 MEE IOD ® .SOIL F-S. J cater—v •DaIGA'STLVG U QPERO SERRA ROAD 7� tt c� AS'PHAL7'.TECHNUL(X;)' CONCEPTUAL PURPOSES ONLY :P 1 !3 1241,06 i-a r+ nc - S 1/4"AC/NO BASE 4 t/4'AC/12',V4*AB 8 Ln E�,ialaw $ �. C^ B LANE t iryQ¢p' ell t• � { l , 'tip "k +Ilt�ry 8 8 $ 4 G 4 FAH/RC W FABRIC C 6'AC/NO BASE S AC/NO BASE t ' PRIMARY RECOMMENDATION �� DErAIL � �� OI REMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE 4 OR ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY HE UTILIZED. THE FINAL 2' WEARING SURFACE SHOULD HE PLACED IN CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE ? bYIF i ROADWAY, JOIN NEW FINISH GRADES WITH ADJACENT LANES VINIMAI' FOLLDVING ASPHALT CONCRETE OVERLAY. ® COLD MILL OUTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING 0' DEEP, 6' FROM THE GUTTER. q 4 O WHERE CONSTRUCTION OF A NEW CURB AND GUTTER IS PLANNED. i ffYif. .4 NIIRRO THE WIDENING AREA SMALL HE DESIGNED TO JOIN WITH HO NECESSARY FINISH OVERLAY ELEVATION WHERE T E SHOULDER TO JOIN WITHGUTT FINISH OVERLAY ELEVATION WHERE THE WIDENING AND - CURB/GUTTER IMPROVEMENTS ARE ABSENT, 4 ORI� R MY r ' CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/e'. PAVE MINIMUM 1 1/2' THICK ASPHALT CONCRETE LEVEL COURSE WITHIN NUMBER ONE LANES NEARING THE CALTRANS n 57 RIGHT-OF-WAYS/FREEWAY. PAVE MINIMUM 2- THICK ASPHALT RUBBER HOT MIK (ARHM-VET PRCCESS) OVERLAY. �- �" 4 Ziff AC y C•DIlA 71T�ECUTIVE ssociates PRINWty, JUNIPERO SERRA ROAD tpa�E -MASSIONAL - M. RK, SUITE 150 PRQIECr LlMI'1'S p lli.RfGN xwMeLAHBu£MARNN.4aY I,,? 92614 = Taalc 11 CIUE. CAMINO CAPISTRANO TO SOUTHBOUND —5 RAMPS ZTOPH(T�545-AVENUE Fez"(i4))%S-50,41 {r� ALVALYSIS ®® ® � •.TOIL%'t.STING. JUNIPERO SERRA ROAD PAGE 2 OF 3 •ASPHALT7f-('fINOLUCI CONCEPTtlAL RURPOSES ONLY DAT&- $124106 a un•wet No BASE 4 T(4'AC/Il3/4'AB s + a G, e 9 � o w 4 - -- q Q v �» 8 8 IC a.1id FAppC 5.6.5 FABRIC 6'AC/NO BASE ,i AC/NO BASE ALTERNATE I RECOMMENDATIONnEEAIL �__' Ol REMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE y rAw OR ONE OF THE ALTERNATIVE C12NVENTIONAL SECTIONS MAY BE - RWIIAT UTILIZED. THE FINAL 2' WEARING SURFACE SHOULD BE PLACED IN CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE i ROADWAY. JOIN NEW FINISH GRADES WITH ADJACENT LANES UM A iA4H 2 FOLLOWING ASPHALT CONCRETE OVERLAY. ; . OCOLD MILL OUTER EDGE 1 5/8' BELOW GUTTER LIP TAPERING D' DEEP, 6' FROM THE GUTTER. B OWHERE CONSTRUCTION OF A NEW CURB AND GUTTER IS PLANNED, I Alum MMI wak4t ,F THE WIDENING AREA SHALL BE DESIGNED TO JOIN WITH T '(W, 11*0 NECESSARY FINISH OVERLAY ELEVATIONS. REGRADE SHOULDER TO JOIN WITH FINISH OVERLAY ELEVATION WHERE THE WIDENING AND CURB/GUTTER IMPROVEMENTS ARE ABSENT. (j� CLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE A•w CMpf�j,AYY , MINIMUM 2- THICK ASPHALT RUBBER HOT MIX (ARHM-VET PROCESS) \� OVERLAY. , F {1 O REMOVE TO R TOPICAL DEPTH. THE EXPOSED AGGREGATE BASE -} KSID BE REGARDED, ANDD THE MILLED MATERIAL REPLACED IN KPRIOR TO PLACEMENT OF THE FINAL 2. OVERLAY. PAVE s MIND NIMUM 2' THICK ASPHALT RUBBER HOT MIX (ARHM-VET PROCESS) ( AE - OVERLAY. R Harris & Associates .��m' I I ,JUNIPERO SERRA ROAD u # LMAR w� 11 c� 34 EXECUTIVE PARK, SUITE 150 `"""' I'RI?IEC:rlJM17ti ON� A T p DESIGN IRVINE, CA 92614 TRAFFIC 'NDEX: B0 CAMINO CAPISTRANO TO SOUTHBOUND 1-5 RAMPS n• 'A a a.I Nom"} R-VALUE: 50 ANALYSIS ®O �� :SOIL�7TST,,V� JUNIPERO SERRA ROAD g,� 370 � •ASPHALT TECHNOLOGY CONCEPTUAL PURPOSES ONLY DAT ,`H+I�r CA9BC 81(d'AC1Nt?BASE L.. -Ln ;{M ACr-1#1'S/A AH" ro 8 0 8 $ g m m xy .�- 1+r w w wary �re �. 3 8 8 + 8 8 8 0 ,Siia rAt$nc .�N,S F/(M1C CAt7t;•C)l5A5k: x Attt X�U tTASC ALTERNATE 2 RECOMMENDATION - DE'CAIL __ OREMOVE AND RECONSTRUCT WITH FULL DEPTH ASPHALT CONCRETE - S.SLY OR ONE OF THE ALTERNATIVE CONVENTIONAL SECTIONS MAY BE UTILIZED. THE FINAL 2' WEARING SURFACE SHOULD BE PLACED IN CONJUNCTION WITH RESURFACING OF THE REMAINDER OF THE ANN T ROADWAY, JOIN NEW FINISH GRADES WITH ADJACENT LANES FOLLOVING ASPHALT CONCRETE OVERLAY, COLD MILL ��� DEEP, 6' FROM GUTTER.EDGE 1 /8' BELOW GUTTER LIP TAPERING 0' B {.yy WHERE CONSTRUCTION OF A NEW CURB AND GUTTER IS PLANNED. I ANR S4AMF 1 AO THE v THE WIDENING AREA SHALL BE DESIGNED TO .AIN WITH SKRRARO NECESSARY FINISH OVERLAY ELEVATIONS. REGRADE SHOULDER TO IN WITH FINISH OVERLAY ELEVATION WHERE THE WIDENING AND CURB/GUTTER IMPROVEMENTS ARE ABSENT. aCLEAN AND FILL ALL PAVEMENT CRACKS WIDER THAN 1/8'. PAVE + BCiALM MINIMUM 2' THICK CONVENTIONAL ASPHALT CONCRETE OVERLAY, ul tl` I,y1 RHALL TO A TOPICAL D THEDEPTH. THE EXPOSED AGGREGATE BASE 4d SHALI BE REGARDED, AND THE MILLED MATERIAL REPLACED IN KIND PRIOR TO PLACEMENT OF THE FINAL 2' OVERLAY, PAVE MINIMUM 2' THICK CONVENTIONAL ASPHALT CONCRETE OVERLAY, Harris & Associates ALT. 2 JINIPI-AO SERRA ROAD to L e Pmmmgm �` 34 EXECUTIVE PARK, SUITE 150 DUSIGN PI2(2FEt"1't.dbCt'tY3 r+fww ARaI+c�DN/�,�AqI�'R�g O IRVINE, CA 92614 TRAFFIC INDEX- e.0 CAMINO CAPISTRANO TO SOUTHBOUND 1-5 RAMPS 27PH Qs�ro'' +Ax "(nA}'PJM-SAlT" R-VALUE.- 50 i "'' i }•w �. ruts�k_-�t �t 9 u�" t .. } k S.g riL '2 a a#- w^ i•ry'E'� s : yy t t3'z� r{'. 3�"Y ryE p i(•{r �u 7 "+"r}f� $ 5 {##� iT ' IMR '- �;. x'�,: i f�E,aFv s: Ftk s:>a .,t A .;4s� it ,?;.�"".' �'" #`" m.€ t "��'` ; ;,..C•-- l s•` ,.$ dt MiN ki H+ ; —' a ' �,#r� s S: . TABLE ONE Aferwrd AAaw k Rodwdm SLE AC D#kcd . °T' Deftecdox Re WftW R**W Regxbvd NSL steer and Li ens RA TA T.b 0%) RJL T.D. (!i) ( ) 01) JUNPERO SERRA ROAD!CAMINO CAPISTRANO TO SoLrnt OUNO 1.5 RAMPS EASTBOUND-1 1+00 to 8+00 99 202 9.0 0.48 74 14.1 - 30 22 .12 2 9.5 0.48 70 13.1 35 .30 .16 1 10.0 0.46 88 122 40 .42 .22 1 JUNIPERO SERRA ROAD:CAMINO CAPISTRANO TO SOUTHBOUND 1-5 RAMPS EASTBOUND-2 7+25 to 8+75 135 28.8 9.0 0.45 74 14.1 51 .86 .35 0 9.5 - 0.45 70 13.1 - 55 .75 .39 0 10.0 0.45 66 12.2 58 .82 .43 0 JUNIPEROSERRA ROAD:SOUTHBOUND 15 RAMPS TO CAMINO CAPISTRANO WESTBOUND-1 1+00102+00 a8 17.0 9.0 0.5 74 14.1 17 .08 ,04 6 9.5 0.5 70 13.1 23 .14 ,07 4 10.0 0.5 66 122 29 21 .11 3 3+00 to 8+00 68 12.7 9.0 0.5 74 14.1 0 .00 .00 20+ 9.5 0.5 70 13.1 0 .00 .00 20+ 10.0 0.5 66 122 4 .01 .01 15 JUNIPERO SERRA ROAD:SOUTHBOUND I5 RAMPS TO CAMINO CAPISTRANO WESTBOUND-2 0+50 to 1+00 163 354 9.0 0.35 68 17.6 51 .86 .35 0 9.5 0.35 83 16.3 54 .73 .38 0 10.0 0.35 78 152 57 .79 .42 0 1+50 to 2+50 84 16.5 9.0 0.35 88 17.6 0 .00 .00 20+ 9.5 0.35 83 16.3 1 .00 .00 18 10.0 0.35 78 15.2 8 .02 .01 12 20 Year Design Period No Growth Factor Project No.33039e Pagi La Belle ` Marvin, Inc . x# ,y of x� qoi m � m :. ur a.; k E }uric, I ;li S lii. f k I'S � } '.C'm�••{}� � ..d Y xw+ ! >!`+q'��, j! a ,t �" ���i r z�y° �� v �h tx�:k�'u, � '�a,i•k� r-a���"gym � S'�'��a< ,���, i i�+j }�>✓f. 'm�m� i" *C.' r � m ° `�•3E s rt ::�� tit �k E �, :�,: �'} . ¢ "en SI¢y n."'' ,�a .t s m• v�� a a f + >w�.-�. •'}3 ,yi3y t�fi Fs . ': i?? ,� -a alsr� ` yrz I3um u i v r '�rL #- +r y � i�!�34 s«,.�'' ��.,t 3,1t t S '•'» um � i �u�'x :, E . . r� r i�+� c } " �, S 34}Yy' t t i s L t Rtt T' Y t .l} YT l Y SX t� r � i r• i u� ¢s�� '�`� � ` a ! ti�;� ! ``k4 d m tr.m 1h ��I•xyt� ,3 ���'i?'�1�7 L 'E�i;, -ku .t.s � �m,�'. `�" �'. '4 .:r3f a>S:i,. !, }� 3 a Project No. 33039 Uent: 80ghossian& Associates gores Obtained: May 8,2006 rorect Name: Dal Obispo Street rt itmicia BM, DL, SL COR t�lftf LOQATIQN 11 5-62 41/4 AC 123/4 AB rMlpero Serra Road WS Lane 2 1314, 21/2 494'W. of SB 15 Ramps, 9'S. of CF ltroWft Raveling_ 00H., "Brown gravelly clayey sand 7.5% 5-63 81/4 AC - AB jontipero Serra Road WB Lane 1 2, 2,fab, 8W W. of SB 15 Ramps, 9' S. of CF 1 3/4, 21/2 Comments: Soil: Brown gravelly sand Moisture: 6.3% 5-64 6 AC AB JUnipero Serra Road ES Lane 1 1 1/2, 1 1/2, 195' E. of Camino Capo, 12'N. of AC Edge fab, 3 COMVNMW, ObsWclion C 7314^ S��"oNe�: Brown gravelly sand n 640Are: 6.3% 5-65 5 AC AB Juniparo Serra Road ES Lane 1 2 1/4, fab, 560'E. of Camino Capo, 6'N. of AC Edge 23/4 Comments:obstruction @ 12 1/2" Soil: Brown gravelly clayey sand Moisture: 6.8% Lalk_ __ CF =Curb Face/ Fab= Fabric , mol EM-4N.U., Eil .............m woss--- Street: JUNRO SEFRI2A ROS Pro,jea No.33039e Limits: C'l IQ C ISTRAN0 74 SOUTHBOU14D 1-5 RAMPS Direction:EAST OUND Lane: 1 Feel X 100 BRI , RR2 B.tie B.R1 "To on 1 • - BEGIN TEST LANE 1 EASTBOUND JUNIPERO SERRA ROAD 00+00 CAMINO CAPISTRANO TO SOUTHBOUND 1-5 RAMPS •0+50 BARE SHOULDER CENTERLINE STRIPE 1+00 66 51 33 0.77 - 79 1221 ANigafor Cracks 2+00 91 72 42 0.79 123 18.23 3+00 96 71 48 0.74 104 19.44 •3+35 - Lateral Trench •3+80 LTP 4+00 100 79 52 0.79 120 20.4 Lateral Cracks o4+15 Lateral Trench 5+00 96 72 53 0.75 99 19.44 6+00 92 61 36 0.67 105 18.47 •6+45 Change in Pavement •6+95 Change in Pavement 7+00 86 58 34 0.68 101 - 17.03 Alligator Cracks •7+30 Change in Pavement 8+00 57 40 '23' 0.7 70 10.04 Stripping Lateral Cracks •9+3p CL of SOUTHBOUND 1.5 RAMPS • Not Included in Summary DATASHEET Street.- JUNNP6RiJJ= D PrgkclN&33O390 Limits: CPr ' .,. T »at}'1�t,0, NO 1-5 RAMPS Direction:aMTi;dGNO Lane: 2 FW X IDA RR1 RRZ l2Rl on I • BEGIN TEST LANE 2 EgSTBOUND JUNIPERO SERRA ROAD •0+00 CAMINO CAPISTRANO TO SOUTHBOUND 1-5 RAMPS •7'0 LANE 2 STARTS 7+25 109 68 34 0.63 138 22.57 Stripping Test Taken on Trench 7+75 104 58 22 -0.56 156 21.36 Stripping Test Taken an Trench 8+25 134 92 53 0.68 158 28.59 Stripping Test Taken on Trench 8+75 136 69 26 0.51 187 29.08 Stripping Teat Taken on Trench •9+25 CL of SOUTHBOUND 1-5 RAMPS r • Not Included in Summary DATA SHEET Sbwa.' JUNIPERO IS Rl� Plr4ed No.330390 umft. P1 so NO I =PS TO CAMINO CAPISTRANO '01 Dbwdox:VE Lane.. I t!gX100 RRI JUU RR3 Mads Pmt= 7V#jvl w-q"Ten LANE i wEsymm imipmo SERRA ROAD :0100 kdh*WM 1-5 PAWS TO CAMINO CAPISTRANO e0+40 CENTERLINE STRIPE 1+00 86 64 38 0.75 108 17,03 Sbtk*q e1+40 Laboal TiOnch 01+90 Begin pa" 2+00 as 74 04 0.97 124 16.78 NSA 10 Patch *2+25 End Patch &2+40 Change in Pavement *2460 RTP *2+85 Change in Pavement 3+00 64 43 29 0.8 64 9.31 4400 10 9 6 0.95 15 -1.29 NOW manhole 5+00 54 47 35 0.88 63 9.31 05+90 Lateral Trench 6+00 66 55 32 0.83 go 12-21 7+00 64 59 45 6.93 77 11.72 *7+00 LTP 8+00 56 45 27 0.8 75 9.8 *9+20 CL of CAMINO CAPISTRANO a Not Included in Summary DATA SHEET SneaK: JUN(�E � ProjedNO.Sff0390 Llishs: SOU`fiH � �I�R f P�$TO CAMINOE�MISTI�10 Dtncdos:WESTBBU Lase: 2 FdWX 100 RR1 RR2 RV Ratio es I • UkNE 2 WESTBOUND A IPERO SERRA ROAD 00+00 SOUTHBOUND 1-5 RAMPS TO CAMINO CAPISIRANO 00+40 Cub and 43~ 0+50 136 94 44 0.68 201 29.08 1+00 161 97 36 0.6 261 351 Latera{c adca StA vft 1+50 80 54 46 0.67 tit 16.58 sk4ov 2+00 84 53 18 0.63 152 16.54 Stwft 02+35 Chow In Poww"t 2+50 82 5tt 36 0.71 95 16.66 02+60 Charge in Pavement LANE 2 TURNS INTO RTP 09+20 CL of CAMINO CAPISTRANO 0 Not Included in Summary DATA SHEET a ` • ^g+yy�ts�,}, ° ^'`'� Irx ;� _ d � � � {I�'����`�.�4¢ � ��'� � z �"��, h v �'�m�r y't�,, �, `�� ,� ��'y+��5r€,a�.F a a x a k fi- .� �•� r�� #5 {.+ Aks:Y a �-�' x '` it at Y'c �. s. rIy I .�, •,'�'— '` stip m�€I„y,��„� T+ I + sy ,}�: L��,��'C� � E ��a s }i- .9F k '�^ raF •�. :, `,k• y m'+�'�� �°k i g: A hi . ,Ad(`i'3 i •. 1 i i t-4'z { � V � rt, S y�� +} ,fit ,'-'`a•S + i t a•i t r�'>E i,E ���k -�"' a a °�` :� '*�.'n �.x�*L. '` r x + ���`43` ( "E�+`+?� fi'wa'.a"p� z �5�� {° i �F� ���k �u'•' � �' �"�� ' z . IsYt �t �r a � a$ ,t ��'t '� �k.�.5 ` s k ^ •tl x�� - �� T � 3 � Yi `ss;j�h �A •{ .T§.1 l E yjP [iRRRY� f �'�C tl±L fi r .3 d. nErc» T ! c P ft P rr ,L. R - v _ BQg#iossian &Assoc. J rt"- fo Serra PROJECT NUMBER 33039 BORING NUMBER: ub r de 5-63 SAMPLE DESCRIPTION: Brown Sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ItemSPECIMEN , a b c !Mold Number 1 . 2 3 Water added, rams aQ 45 52 Initial Test Water, % 9.5 8.2 8.8 Compact Gage Pressure, si 3510 350 350 Exudation Pressure, psi 162 492 392 Hei ht Sample, Inches 2.57 2.51 2.56 Gross Weight Mold, rams 3265 3283 3300 Tare Weight Mold, grams 2083 2116 2118 Sam le Wet Weight, grams 1182 1167 1182 Expansion, Inches x 10ex -4 0 0 0 Stability 2,000 lbs 160psi) 16 / 29 10 / 22 11 / 23 Tums Displacement 4.62 4.52 4.57 R-Value Uncorrected 71 18 77 R-Value Corrected 72 78 78 �Da Densi , pcf 127.3 130.2 128.6 DESIGN CALCULATION DATA Traffic Index Assumed:j 4.0 4.0 4.0 'G.E. by Stabil' 1 0.29 0.23 0.23 G. E. by Expansion 0.00 0.00 0.00 77 Examined & Checked: 5 /11/ 06 Equilibrium R-Value by EXUDATION V" Gf = 1.25 _0.0% Retained on 7- REMARKS: REMARKS: 3/4" sieve. -0-1111- r CE 30659 L— Vr The data above is based upon processing and testing samp "received from the field. Test procedures in accordance with latest revisions to Department of Transportation, State of California, Materials & Research Test Method No. 301. ���t�!', • ���ill'1711 R-VALUE GRAPHICAL PRESENTATION PROJECT NO. d 400 k� 350 t BORING NO. t� .{ 300 DATE CS-l -C7 Co N 200 TRAFFIC INDEX�:� O ° 100 s s � � tf fl rs t t s. R-VALUE BY EXUDATION o r-7 a CD R-VALUE BY EXPANSION €�• u 9 "n MOISTURE AT FABRICATION SDO 700 600 500 400 340 200 100 100 'c c a 90 80 70 60 3. «. L C «TS i!. �2" Y '•r -..7Y:t¢i: ` SO W -^.3::= . _ _ Yt-:: K:»E;:. 40 y w tG —` : t t s.o HY 10 0 i t " ui a: al 1.0 2.0 3.0 4.0 r ^ 6 �` 912- COVER 2COVER THICKNESS BY EXPANSION, FT. % MOISTURE -R-VALUE vs. EXUD. FRES. It k T by EXUDATION EXUD. T vs. MAN. T A d A T by EXPANSION REMARKS te l` • AnnAwl nnocEactonw�nwvr�ear A+ow�nnxs Y s k .y5•g, rF ��a�'.%� #�k s��`�gt�+aa �,t � i sj> ��y �' �� +`=�•a ,mi ':� �x s � un>Q*�-'� �n°£.{�, i a �r t�y Ov. t it .�f C �$ �i^• P S k `i S .c^a I � `h r t� i viz` �� �:� a � 5 f£ s s .M r<"5• s .. .h � .snia t'�is '� �`•'>?' @ . -£ .. +- �§<fras'"'h�ld [�i �i� i Y ar wt m, � '�5 jh� f• i " " ,�ki*,.'S•iL�£g t''yy,gi E stt a� , " r� ,+ �' "iLn .ti � � sn £ i u�.t �nuns: 1r Rx ,3y +-r : ^-t .<s k ani ..i s•�1 i* ° i :4• 3 � d x } ' .;,N? yrn r-znxt n•, +. r ����� ,_ -'�£ `�'� �, _s'; ern � u s ,����,;•£�F��..„a" � ;sem _,.� � `'� s Ya�y'� -�; i r �� u� ���,a� �� , ��: 3 . {Axdt t ''�� {} 3 : 'k✓f xr,� �� G 7 tY Y E �- { �E �" �uL r S r EXPLANATION OF LISTINGS ON ROAD RATER DATASHEETS The Road Rater Data Sheets provide a tabulation of all field test data, field observations and pertinent landmarks such as cross streets, patches, utility trenches, etc. The following is an explanation of the various information contained on the data sheets: FEET X 100 -The stationing of test locations as measured in the direction of travel. RR1, RR2, RR3 - The, Road Rater deflection reading in 10-5 inches. RR1 represents the deflection directly beneath the load input with RR2 representing deflection one foot and RR3 representing deflection two feet from the load input point. RATIO - The ratio of RR2 I RR1 or the inter-relationship of the deflection one-foot from the stress input to the deflection at the load center. This value indicates the extent of support provided directly beneath the pavement layer. PROJ. RR1 - Evaluation of the pavement deflection basin is based upon deflected pavement shape. The pavement response one and two feet from the loading center is compared to an ideal flexible pavement model and the Projected Road Rater value calculated. Comparison of the Projected RR1 and the Measured RRl provides information relative to subgrade response and asphalt concrete stiffness. TD ON 1 - The measured Road Rater sensor number one under load converted to an equivalent Traveling Deflectometer unit. The basis of conversion is: T.D. _ (R.R. x 0.01 x 24.1) - 3.7 LaRek • Man* EXPLANATION OF LISTPNCS ON TABLE ONE Table One is a statistical accumulation of measured deflection values obtained during field-testing. Individual deflection test data was reviewed and grouped according to data trends and engineering judgment. Contained within the Table One are the limits of evaluation, the 80th percentile measured deflection, the allowable deflection, overlay requirements and the Nominal Service Life. The following is a more detailed explanation of the various information contained in Table One: STREET AND LIMITS - The roadway studied is separated by lane, direction of travel and stationing. The station limits selected represent areas of like deflection determined during the engineering review of data and field conditions. MEASURED DEFLECTION R.R. The 80th percentile deflection value, representing the strength under loading of the section being evaluated, reported in inches times 10-5. T.D. The 80th percentile deflection value in Traveling Deflectometer units, 10-3 inches. T.I. The Traffic Index used for evaluation of the specific test loading. The Traffic Index represents the anticipated accumulation of equivalent axle loads within the design period. 'T' The thickness of existing surfacing material provided. LAW& 9 AAnft ALLOWABLE DEFLECTION - The maximum permissible deflection value where no reinforcement is necessary. The calculated maximum value is based upon asphalt concrete thickness and traffic index as determined per Caltrans Test Method 356. The allowable deflection is reported in both.Road Rater (R.R.) and Traveling Deflectometer (T.D.) units. RED. REQ'D (°I°} The percent reduction in measured deflection to match tolerable or allowable deflection levels, based upon Traveling Deflectometer conversions. G.E. REQ'D (FT.) The equivalent thickness, in feet, of rock base required to effect the specified deflection reduction. A.G. REQ'D (FT.) The equivalent asphalt concrete thickness required to effect the specified deflection reduction. NSL (YRS.) The nominal service life is a computation of the time it would take to generate the number of equivalent axle loads permissible based upon measured strengths. The NSL should be considered as an ordering tool due to variations in growth rates and actual axle loading within specific times of the design period. l.:Iltt • AlanO11. + .ri . �'`-+�'"'�-�•- ' A. 41, IP l t aS �v,n'y� �� is %fix° ���{ �'1•-r�rP :* a �. { as �, �+ �, s s � wh ir�5 ; vaF, 6 v."i •. "{f' }v �- '*, �.,_._. ." ... . . TECHNICAL DETAILS ON ROAD RATE.R & DEFLECTION ANALYSIS TEST EQUtPgEkT -The Road Rater is a non-destructive hydraulic test apparatus that measures the stiffness of a pavement by applying a dynamic load. It is equipped with electronic instrumentation that measures and displays the deflection at the point where the force is applied and one or more other nearby points. Additional details will be provided if desired. Following are specific operation data for this study: TEST FREQUENCY = 25 Hertz AIR PRESSURE-Transfer Pods = 35 psig AIR PRESSURE-Support Pods = 47 psig STATIC LOADING = 5333 Newtons OSCILLATING LOADING = 5340 Newtons DEFLECTION ANALYSIS BIBLIOGRAPHY 1. The State of California, Department of Public Works, Division of Highways, Materials Manual-Volume I, Test Method CAL 356 2. The Asphalt Institute Publication, "Asphalt Overlays and Pavement Rehabilitation"MS-17 3. Flexible Pavement, Structural Section Design Guide for California Cities and Counties 4. International Conference on the Structural Design of Asphalt, Proceedings 1962, 1967, 1972 and 1982 - Various Papers 5. A Guide to the Structural Design of Flexible and Rigid Pavements in Canada; Canadian Good Roads Association, September 1975 and Australia Method, 1982 6. Various Technical Memorandums and Reports presented by: a) American Society of Civil Engineers, Soils Mechanics Division and Transportation Division b) Highway Research Board Records and Special Reports on Pavement Performance c) FHWA, FAA and miscellaneous Federal and State Reports relative to Deflection Analysis APPENDIX B MODEL MAINTENANCE PROCEDURES AP-2 1 � . 1 .FC. `� Y yp ;`.r-.. ♦µ i�- �' t icy �'- . J f . Axa e ce�is11 tdr'. i. ;at r Pro rar Y- �� x t, y} nsriorJaf Gu�i�dar�cear�ul56 . SPO pm jJ p n .- Ye 1 Ir 1 F r �.}r t; N $ a �. �'Pj -.,tgk A car 'r PR O J E C O)�Llf 10 = PRavaNiIO cooperative'project6ftheCaunFyo46a ge4hbf0iangetounty;andihe0rdngeCounty Flood Control District Contents Section1 Introduction......................................................................................................1 1.1 Regulatory Background...........................:.......................................................1 1.1.1 Orange County NPDES Permits.......................................................i 1.1.2 General Construction NPDES Permit...............................................2 1.1.3 Water Quality Ordinances................................................................2 1.1:4. Grading Ordinmces..........................................................................2 1.2 Glossary............................................................................................................2 Section 2 Requirements of Construction Projects............................................................3 21 Applicability.....................................................................................................3 22 General Requirements......................................................................................4 2.3.1 Discharge Prohibitions on Construction Sites..................................5 2.3.2 BMP Implementation........................................................................5 Section 3 Best Management Practices(BMPs)for Construction Projects........................7 3.1 BMP Implementation Requirements...............................................................7 3.2 Minimum Requirements..................................................................................8 3.3 Site Management Requirements......................................................................8 3.4 Construction BMPs..........................................................................:.............10 3.4.1 Erosion Control...............................................................................10 3.4.2 Sediment Control....................................................................:.......11 3:4.3 Waste Management—......:..................................................................13 3.4.4 Materials Management...................................................................13 3.4.5 NonStormwaterManagement.......................................................13 3.5 BMP Standard Plans......................................................................................14 3.6 BMP References..............................................................................................14 Section 4 Documentation Requirements........................................................................15 4.1 Documentation Requirements for Construction Projects Subject to the General Construction Permit.........................................................................15 4.2 Documentation Requirements for Other Sites(<1 Acre)..............................16 Section 5 Municipal Inspection of Construction Sites...................................................17 5.1 Prioritization of Construction Site Threat to Water Quality..........................17 5.2 Inspection Frequencies...................................................................................17 5.3 Inspection Responsibilities.........................................:...................................18 5.4 Enforcement Actions.......................................................................................19 Glossary............................................................................................................................23 . List of Tables Table 2-1 General Requirements for Construction Water Quality Management...4 Table 34 BMP Implementation Requirements for Construction Projects...............7 Table 3-2 Minimum Requirements for All Construction Sites..................................8 Table 44 Documentation Requirements for Construction Projects.......................15 Table 5-1 Minimum Inspection Frequency of Construction Projects.....................18 September 2006- Construction Runoff Guidance Manual i Orange County Stormwater Program Section 1 Introduction This Construction Runoff Guidance Manual(Manual) presents the construction . requirements developed as part of the countywide Drainage Area Management Plan (DAMP) for compliance with the third term National Pollutant Discharge Elimination System (NPDES)municipal stormwater permits issued by the Santa Ana (Order No. R8- 2002-0010,NPDES No.CAS618030) and San Diego(Order No.R9-2002-0001,NPDES No. CAS0108740)Regional Water Quality Control Boards (Regional Boards). This Manual additionally complements requirements in the County and City Water Quality Ordinances and Grading Ordinances. The information in this Manual is intended to assist applicants for building or grading permits to understand the water quality requirements during the construction phase of new development and significant redevelopment projects. The goal of this Manual and the program described in the DAMP is to control pollutant discharges from construction sites. Water from construction.sites can be a major transporter of sediment and other pollutants. Activities and materials used on construction sites may be a source of pollutants.These include paints,lacquers,and primers;herbicides and pesticides; soaps and detergents;wood preservatives; equipment fuels,lubricants,coolants,and hydraulic fluids;and cleaning solvents. These pollutants can leak from heavy equipment,be spilled,or can be eroded by rain from exposed soil or stockpiles. Once released,they can be transported into the receiving waters of Orange County,where they may become available to enter aquatic food chains,'cause toxicity icity problems,contribute to algal blooms,impair recreational uses,and degrade drinking water sources. 1.1 Regulatory Background Various permits and ordinances have been adopted to address water quality impacts from urban and construction site runoff. Summarized below are the relevant regulations and their applicability to construction sites. 1.1.1 Orange County NPDES Permits In early 2002,the San Diego and Santa Ana Regional Boards issued NPDES permits that regulate stormwater discharge from municipal storm drain systems. The permits require the County and cities to implement a program to eliminate significant pollutant discharges from construction activities by requiring the implementation of appropriate Best Management Practices (BMPs) on all construction sites. BMPs are activities, practices,procedures,or devices implemented to avoid,prevent or reduce pollution of the municipal storm drain system and receiving waters. September 2006 Construction Runoff Guidance Manual 1 Orange County.Stormwater Program Section f Introduction 1.1.2 General Construction NPDES Permit In 199%the State Water Resources Control Board adopted Order No.,99.O&DWQ, National Pollutant Discharge Elimination System (NPDES)General Permit No. CAS000002, Waste Discharge Requirements (WDRs)for Discharges of Stormwater Runoff Associated with Construction Activity(General Construction Permit). This permit was subsequently amended to include smaller construction sites. The General Construction Permit requires that construction sites with 1 acre or greater of soil disturbance or less than 1 acre but part of a greater common plan of development apply for coverage for discharges under the General Construction Permit by submitting a Notice of Intent (NOD for coverage,developing a stormwater pollution prevention plan(SWPPP),and implementing Best Management Practices(BMPs)to address construction site pollutants. The County's and Cities'construction site requirements are coordinated with,but separate from the General Construction Permit. The General Construction Permit applies regardless of whether a construction site discharges directly to receiving waters or to a municipal storm drain system. Inspections of construction sites by County/Cities or by Regional Board staff are separate and carry different enforcement actions/mechanisms. 1.1.3 Water Quality Ordinances The County and Cities in Orange County haveadoptedWater Quality Ordinances. The purpose of the Ordinances is the improvement of water quality and compliance with. NPDES permit requirements for the control of urban pollutants. The ordinances prohibit non-stormwater discharges to the municipal storm drain system unless covered by the discharge exceptions and require that pollutants in stormwater be reduge.l tote maximum extent practicable using BMPs. The Ordinances require that potetlti�l,4 pollution causing activities comply with the requirements in the DAMP. The ,r Ordinances further provide a legal mechanism for enforcement actions to .1.1.4 Grading Ordinances Municipal Grading Ordinances set the rules and regulations for grad0 including operations preparatory to grading on private property Itt er requirements, the Ordinances require that a project owner,develop" s prepare erosion control plans (ECPs),obtain a grading permit,and, ' maintain erosion and sediment control BMPs. The Ordinances a ,' do � treC;ibe County/City inspection and legal enforcement mechanisms. ;V =l r 1.2 Glossary _ A glossary of key terms used in this Manual is included dt document. 3z 5 j is E� 2 Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 2 Section 2 Requirements of Construction Projects 2.1 Applicability All construction project proponents are responsible for implementing BMPs to assure compliance with the Water Quality Ordinance and,where applicable,the Grading Ordinance. A construction project for the purposes of these requirements is any site for which building or grading permits are issued and where an activity results in the disturbance of soil such as soil movement,grading,excavation,clearing, road construction,structure construction,or structure demolition;and sites where uncovered storage (stockpiling)of materials and wastes such as dirt,sand or fertilizer occurs or exterior mixing of cementaceous products such as concrete,mortar or stucco will occur. The DAMP establishes a tiered BMP implementation system as a requirement of building and grading permits during the construction process..This system identifies minimum BMP requirements that must be implemented by the responsible parties for construction projects. Responsible parties include the,owner of the construction property,the construction contractor,and any other individual or entity performing construction activities. Projects that do not meet the definition of a construction project described above are exempt from the minimum BMPrequiremeiits. Examples of projects that might be considered exempt would be similar to the following: ■ Interior R.emodeling. ■ Mechanical Permit Work r ■ Electrical Permit Work ■ Tenant Improvements ■ Signs ■ Changes of Use within an Existing Building ■ Temporary Mobile Home and Trailer Permits ■ Minor Permits Accessory to an Existing Building(such as patio covers and decks). Exemption from the minimum BMP requirements does not relieve the project owner or contractor from adhering to the basic discharge prohibitions identified in the Water Quality and Grading Ordinances(see Section 2.3.1). September 2006 Construction Runoff Guidance Manual 3 orange County Stormwater Program Section 2 Requirements of Construction Projects 2.2 General Requirements �f>t Construction prbjecls are required to comply with two ure tutiEapal directives with respect to water quality management (1)compliatiCEty th ipplicable discharge prohibition requirements set forth in the Water Quality Ordiriltrice t6 prevent unauthorized non-stormwater discharges,and (2)implementation of'B1vf� k che the maximum extent practicable,in accordance with the DAMP and local agencyr:4- requirements,to reduce contaminants in stormwater discharges. In addition,construction projects that involve 1 acre or greater of soil disturbance must comply with the General Construction Permit. The discharge prohibitions and BMP requirements are consistent with and complementary to the requirements of the General Construction Permit Therefore,compliance with the States General Construction permit will typically lead to compliance with the County/Cities BMP implementation requirements. However;the County or Cities may require Erosion Control Plans(ECPs) showing all BMPs for construction,even when a proj ect disturbs less than 1 acre of soil and is not covered by the General Construction Permit(i.e.,not a part of a larger common plan of development). Table 2-1 shows the general requirements and expectations for construction projects based on size of land disturbance. Table 2-1 General Requirements for Construction Water Quality Management. Project Description Water Quality Requirements ■ Apply for local grading or building permit > ■ Comply with grading or building permit and local ordinances ■ Submit Notice of Intent (NO])for General Construction Permit Construction Coverage to SWRCB Projects > t Acre ■ Prepare a SWPPP Soil Disturbance ■ Implement SWPPP ■ Implement BMPs as required by the County/Cities and the General Construction Permit ■ Submit General Construction Permit Notice of Termination (NOT)to Regional Board at project conclusion Other Projects ■ Apply for local grading or building permit ■ Comply with grading or building permit and local ordinances ■ Implement BMPs as required by the County/Cities Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 4 >` Section 2 Requirements of Constriction Projects 2.3.1 Discharge Prohibitions on Construction Sites Without exception;discharges of stormwater from a construction site to the municipal jtorm drain system or receiving waters are prohibited if the discharge contains pollutants that have not been reduced to the maximum extent practicable through the al,construction activities require the implementation implementation of BMPs. In gener of a combination of BMPs to control erosion and sediment transport,and pollutants from materials and waste management storage and activities. Non-stormwater discharges from a construction site to the municipal stone drain system or receiving waters are prohibited. Exceptions to prohibitions of non-stormwater discharges include(a full list is available in the Water Quality Ordinance): ■ Discharges composed entirely of stormwater,or ■ Discharges for which the discharger has reduced to the maximum extent practicable the amount of pollutants through implementation of BMPs,or ■ Discharges from certain activities that may be present on a construction site including landscape irrigation,diverted stream flows,rising groundwater and de minimis groundwater infiltration to the municipal storm drain system,passive foundation drains,and flows from riparian habitats and wetlands. 2.3.2 BMP Implementation Construction project owners,developers,or contractors must implement the BMP requirements in the DAMP or equivalent measures,methods,or practices. Proper selection of BMPs depends on numerous factors that are specific to individual sites and activities,and therefore the DAMP does not advocate or require the use of particular practices unless the County/City determines that BMPs implemented by the project proponent are not adequate to prevent discharges of pollutants. In that case, implementation of specific BMPs,additional BMPs,and/or other controls may be required. BMPs are described more fully in Section 3. September 2006 Construction Runoff Guidance Manual 5 Orange County Stormwater Program Section 3 Best Management Practices (BMPs) for Construction Projects This section presents construction stormwater management requirements and required temporary construction site BMPs. Permanent post-construction BMPs are not addressed in this document. These requirements can be found in the Model Water Quality Management Plan(WQMP),Exhibit 7.11 in Section 7 of the DAMP. 3.1 BMP Implementation Requirements All construction projects must implement BMPs to prevent or reduce pollutant discharges into the municipal storm drain system or receiving waters. The F; implementation requirements uirements d�n. d on size of disturbed soil.area,and in the Santa P Ana Permit area,proximity to Areas of Special Biological Significance(ASBS-see Glossary). Based on the size of disturbed soil area and location of construction sites,two categories of BMP implementation have been identifiedl. These categories are described in Table 3- 1 and correspond to priorities that the County and Cities assign to construction sites as discussed further in Section 5.1. Table 3-1 BMP Im lementation Re uirements for Construction Projects Site Area Priority BMP Requirements Total Disturbed Soil Area<1 ■ Meet minimum requirements(Section 3.2) Acre(except as noted below) Low ■ Implement all appropriate Construction BMPs (Section 3.4) Total Disturbed Soil Area 2:1 Medium ■ Meet minimum requirements(Section 3.2) Acres(covered by General Permit) ■ Implement Site Management Requirements OR (Section 3.3) Within the Santa Ana Regional ■ Implement all appropriate Construction BMPs Board jurisdiction where the total Disturbed Soil Area is<t High (Section 3.4) Acre and tributary to and/or within 500 feet of an ASBS ■ Comply with General Construction Permit (except if<1 Acre) The County or Cities may elect to require specific minimum BMPs for each prioritization cateporZ. September 2006 Construction Runoff Guidance Manual 7 Orange County Stormwater Program Section 3 Best-Management Practices(BMPsi for Construction Projects - - 3.2 Minimum Requirements All construction projects regardless of size are required,at a mmimum,to implement an effective combination of erosion and sediment controls and waste and materials management BMWs. These minimum requirementsare summarized in Table 3-2 and must be conveyed to construction contractors as part of the plan notes or on a separate erosion control plan as required by the agency. Table 3.2 Minimum Requirements for All Construction Sites Category Minimum Requirements Sediments from areas disturbed by construction shall be retained on site using an effective combination of erosion Erosion and Sediment Control and sediment controls to the maximum extent practicable and stockpiles of soil shall be properly contained to minimize sediment transport from the site to streets, drainage facilities or adjacent properties via runoff, vehicle tracking, or wind. Waste and Materials Construction-related materials, wastes, spills or residues Management Control shall be retained on site to minimize transport from the site to streets;drainage facilities, or adjoiningpropertji by wind of runoff. BNWs that may be used to meet the minimum requirements are described later in this Section. 3.3 Site Management Requirements The following requirements are for deployment of selected construction BMPs and apply to all projects with one acre or greater of soil disturbance and projects tributary to or within 500 feet of an ASBS within the Santa Ana Regional.Board jurisdiction with less than 1 acre of soil disturbance. BWs that may be used to meet the site management requirements are described later in this Section Dry Season Requirements (May 1 through September 30) A. Wind erosion BMPs (dust control) shall be implemented. B. Sediment control BMPs shall be installed and maintained at all operational storm drain inlets internal to the project C. BMPs to control off-site sediment tracking shall be implemented and maintained. Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 8 Section 3 Best Management Practices(BMPs)for Construction Projects D. Appropriate waste management and materials pollution control BMPs shall be implemented to prevent the contamination of stormwater by wastes and construction materials. E. Appropriate non-stormwater BMPs shall be implemented to reduce of prevent the contamination of stormwater from construction.activities. F. There shall be a"weather triggered".action plan and the ability to deploy standby sediment control BMPs as needed to protect all exposed portions of the site within 48 hours of a predicted storm event(a predicted storm event is defined as a National Weather Service forecasted,50% chance of rain). G. Sufficient materials needed to install standby sediment control BMPs(at the site perimeter,site slopes,and operational inlets within the site)necessary to reduce or prevent sediment discharges from exposed portions of the site,shall be stored on site. Areas that have already been protected from erosion using physical stabilization or established vegetation stabilization BMPs as described in item H below are not considered"exposed" for purposes of this requirement. x Deployment of permanent erosion control BMPs(physical or vegetation)should commence as soon as practical on slopes that are completed for any portion of the site. Standby BMP materials should not be relied upon to prevent erosion of slopes that have been completed. Wet Season Requirements (October 1 through April 30) In addition to the Dry Season,Requirements: A. Sediment control BMPs shall be implemented at all appropriate locations along the site perimeter,at all operational storm drain inlets and at all non-active slopes,to provide sufficient protection for storms likely to occur during the rainy season. B. Adequate physical or vegetation erosion control BMPs (temporary or permanent) shall be installed and established for all completed slopes prior to the start of the rainy season. These BMPs must be maintained throughout the rainy season. If a selected BMP fails,it must be repaired and improved,or replaced with an acceptable alternate as soon as it is safe to do so. Repairs or replacements must result in an adequate BMP or additional BMPs should be installed to provide adequate protection. C. The amount of exposed soil allowed at one time shall not exceed that which can be adequately protected by deploying standby erosion control and sediment control BMPs prior to a predicted rainstorm. D All disturbed areas that are not completed but that are not being actively graded (non-active area)shall be protected from erosion with temporary or permanent September 2006 Construction Runoff Guidance Manual 9 Orange County Stonnwater Program Section 3 Best Management Practices(BMPs)for Construction Projects BMPs(erosion and sediment control). The ability to deploy standby BMP materials is not sufficient for these areas. Erosion and sediment control BMPs must actually be deployed. This includes.all building pads,unfinished roads _ and slopes. E.. Sufficient materials needed to install standby erosion and sediment control BMPs necessary to protect all exposed portions of the site from erosion and to reduce or prevent sediment dischargesshall be stored on site. Areas that have already been protected from erosion using permanent physical stabilization or . established vegetation stabilization BMPs are not considered"exposed"for purposes of this requirement 3.4 Construction BMPs In order to meet the minimum requirements for all projects and the site management requirements for.medium and high priority projects,construction contractors must select,install,and maintain appropriate BMPs on all construction projects. BMPs must be installed in accordance with an industry recommended standard or in accordance with the General Construction Permit BMPs are tools that are used to ensure sites meet the requirements outlined above. Selection of BMPs is a site-specific process and as such, no specific type or number of BMPs is requireciz. Described below are the construction BMPs from,the California Stormwater Best Management Practice Handbook,Construction,2003 Edition(see Section 3.6 for further information). The Handbook contains BMP fact sheets for six major categories of BMPs and guidelines on how to select erosion and sediment controls as well as material and waste management controls. These categories of BMPs and their applicability are discussed below. ■ Erosion Control ■ Sediment Control ■ Wind Erosion Control ■ Tracking Control ■ Non-Stormwater Management ■ Waste Management&Materials Pollution Control 3.4.1 Erosion Control Erosion Control is any source control practice that protects the soil surface and prevents the soil particles from being detached by rainfall or wind. One or more of the following 2 The County or Cities may elect to require specific minimum BMPs for each prioritization category. - Construction Runoff Guidance Manual September 2006 Orange County Stonnwater Program 10 Section 3 Best Management Practices(BMPs)for Construction Projects physical and/or vegetation stabilization BMps,are required to prevent or reduce,to the maximum extent practicable,erosion from exposed slopes. Physical Stabilization If physical stabilization is selected,materials must be appropriate to the circumstances in which they are deployed,and sufficient material must be deployed. Chemicals that may affect water quality should not be used. EC-3 Hydraulic Mulch EC-4 Hydroseeding EC-5 Soil Binders EC-6 Straw Mulch EC-7 Geotextiles &Mats Vegetation Stabilization: If vegetative stabilization is selected,the stabilizing vegetation must be installed, irrigated and established prior to the onset of the storm season (October 1). Established vegetation is defined as a subsurface mat of intertwined mature roots with a uniform vegetative coverage of 70 percent of the natural vegetative coverage or more on disturbed areas. In the event stabilizing vegetation has not been established by October 1,other forms of physical stabilization must be employed to prevent erosion during, storm events until the stabilizin '.vegetation is established. EC-4 Hydroseeding(to establish interim vegetation) Wind Erosion (Dust) Control: Apply water or other dust palliatives as necessary to prevent or alleviate dust nuisance: WE-1 Wind Erosion Control 3.4.2 Sediment Control Sediment Control is any practice that traps the soil particles after they have been detached and moved by wind or water. Sediment control measures are usually passive systems that rely on filtering or settling the particles out of the water or wind that is transporting them. Perimeter Protection Protect the perimeter of the site or exposed area from sediment ingress/discharge in sheet flows using one or more of the following SE-1 Silt Fence SE-5 Fiber Rolls SE-6 Gravel Bag Berm September 2006 Construction Runoff Guidance Manual 11 Orange County Stormwater Program Section 3 Best Management Practices(BMPs)for Conshuction Pmjects SE-8 Sand Bag Barrier SE-9 Straw Bale Barrier Storm Drain Inlet Protection: Protect all operational storm drain inlets internal to the project by using. SE-10 Storm Drain Inlet Protection Resource Protection: Protect Environmentally Sensitive Areas (ESAs) and watercourses from sediment in sheet flows by using one or more of the following: SE-1 Silt Fence SE-5 Fiber Rolls SE-6 Gravel Bag Berm SE-8 Sand Bag Barrier SE-9 Straw Bale Barrier Sediment Capture: Capture sediments in channeled stormwater by using one or more of the following. SE-3 Sediment Trap SE-10 Storm Drain Inlet Protection SE-2 Sediment Basin (Sediment Basin(s) must be designed in accordance with the General Permit or other industry standard). Velocity Reduction: Reduce the discharge velocity of stormwater by using one or more of the following- SE-1 Silt Fence SE4 Check Dam SE-2 Sediment Basin EC-10 Outlet Protection/Velocity Dissipation Devices Off-site Sediment Tracking. Reduce or prevent sediment from being tracked off-site by using one or more of the following: TC-1 Stabilized Construction Entrance/Exit TC-2 Construction Road Stabilization TC-3 Entrance/Outlet Tire Wash Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 12 y Section 3 Best ManagementP_ractices(BMPs)for Construction Projects 3.4.3 Waste Management L Reduce or prevent the contamination of stormwater by wastes through proper management of the following types of wastes: ■ Solid a Sanitary ■ Concrete ■ Hazardous ■ Equipment-related wastes BMPs that must be implemented for handling,storing,and disposing of wastes generated by a construction project to reduce or prevent the release of waste materials into stormwater discharges include: WM-4 Spill Prevention and Control WM-5 Solid Waste Management WM-6 Hazardous Waste Management WM-7 Contaminated Soil Management_ WM-8 Concrete Waste management WM-9 Sanitary/Septic Waste Management WM-10 Liquid Waste Management NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance 3.4.4 Materials Management Reduce or prevent the contamination of stortnwater from construction materials by covering and/or providing secondary containment of storage areas and/or by taking adequate precautions when handling materials. BMPs to implement for handling, storing,and using construction materials to prevent the release of those ma terials into stormwater discharges are: WM-1 Material Delivery and Storage WM-2 Material Use WM-3 Stockpile Management 3.4.5 Non-Stormwater Management Non-stormwater management BMPs limit or reduce potential pollutants at their source before they are exposed to stormwater. These BMPs are also referred to as"good housekeeping practices"that involve day4o-day operations of the construction site and September 2006 Construction Runoff Guidance M.,§ltual 13 Orange County.Stonnwater Program 9 r Section 3 Hest Management Practices(sMPs)-for Construction Projects - - are usually under the control of the contractor. BMPs to implement for non-stormwater management,depending on the conditions and/or applicability of deployment are: NS-1 Water Conservation Practices NS-2 Dewatering Operations NS-3 Paving and Grinding Operations NS-4 Temporary Stream Crossing NS-5 Clear Water Diversion NS-6 Illicit Connection/Discharge NS-7 Potable Water/Irrigation NS-8 Vehicle and Equipment Cleaning NS-9 Vehicle and Equipment Fueling NS-10 Vehicle and Equipment Maintenance NS-11 Pile Driving Operations NS-12 Concrete Curing NS-13 Concrete Finishing NS-14 Materials and Equipment Use Over Water NS-15 Demolition/ Adjacent to Water NS-16 Temporary Batch Plants 3.5 BMP Standard Plans Accepted standard plans that may be used for construction BMPs are found in the Orange County Environmental Management Agency(now RDMD)Standard Plans,1996 Edition. This includes the following BMPs standard plans: Sandbag Velocity Reducer (No. 1328) and Temporary Drainage Inlet(No.1330). These standard plans have been included at the end of this document 3.6 BMP References The primary reference for construction,implementation,and maintenance of construction BMPs is the California Stormwater Best Management Practice Handbook - Construction. This handbook has been recently revised and the latest version can be purchased or downloaded from hU://www.cabmphandbooks.com. Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 14 Section 4 Documentation Requirements requirements for construction projects. The This section presents documentation documentation requirements are summarized below in Table 41: Table 41 Documentation Requirements for Construction Projects Site Area Documentation Requirement Total Disturbed Soil Area ■ BMPs to meet Minimum Requirements as Standard < 1 Acre Conditions in Grading or Building Permit, or as Plan Notes (Erosion Control Plan at the discretion of the County/City) ■ Proof of Submittal of NOI ■ Stormwater Pollution Prevention Plan (SWPPP) Total Disturbed Soil Area 1 Acres(covered by ■ Erosion Control Plans(ECPs) meeting Minimum General Construction Requirements and Site Management Requirements Permit) ■ BMPs to meet Minimum Requirements and Site Management Requirements as Standard Conditions or Plan Notes (if no Grading Permit) 4.1 Documentation Requirements for Construction Projects Subject to the General Construction Permit The following describe the process to be followed for a private construction project that 18 subject to the General Construction Permit(1 acre or greater of soil disturbance or less tht}n l acre but part of a greater common plan of development): ® The project owner, developer,or contractor is responsible for preparing the Notice of Intent(NOI) and submitting it to the State Water Resources Control Board. Before receiving a grading or building permit, the project owner, developer,or contractor N, must submit to the County/City proof of submittal for General Construction Permit Coverage. a For grading permit projects,an Erosion Control Plan must be submitted in accordance with the County/City grading ordinance. I Prior to the start of construction,a SWPPP meeting the requirements of the General Construction Permit must be prepared by the owner,developer,or contractor. The SWPPP must be implemented year-round throughout the duration of the project's yr Iember$006 Construction Runoff Guidance Manual 15 Orange County Stormwater Program Section 4 Documentation Requirements - - construction. A 5WPPP Template is available for download from http://cabLnphandbooks.com. 'It is important to note that the County/City and its staff are not responsible for reviewing,approving,or enforcing the SWPPP,these are responsibilities of the Santa Ana or San Diego Regional Boards and their staffs. County/City hispector(s)may choose to use the SWPPP as an informal tool for on- site inspections;thus,the SWPPP must be made available upon the inspector's request. ■ Once the project owner,developer,or contractor receives a grading or building permit(if applicable) and initiates construction, BMPs must be implemented throughout the duration of the project as specified in Table 3.1. ■ To comply with the General Construction Permit,the contractor must perform inspections before and after storm events and once each 24-hour period during extended storm events.to identify BMP effectiveness and implement repairs or design changes as soon as feasible depending upon field conditions.The results of all inspections and assessments must be documented and copies of the completed inspection checklists must be maintained with the SWPPP. ■ The County/City will inspect and enforce issued and applicable ordinances as noted in Section 5,including implementation of BMPs as specified in Table 3:1. The County/City will notify the appropriate Regional Board of non-compliance when the non-compliance meets the criteria of posing a threat to human or environmental health. ■ Once project construction is completed and the site fully complies with the final stabilization requirements of the General Construction Permit,the owner/developer will submit a Notice of Termination(NOT) to the State Water Resources Control Board. 4.2 Documentation Requirements for Other Sites (< 1 Acre) Private construction projects disturbing<1 acre of soil must implement BMPs to comply with minimum requirements listed in Table 3.2. Projects covered under a grading permit are required to develop Erosion Control Plans (ECPs). These ECPs must show proposed locations of the erosion control BMPs that will be implemented during the construction. If the project is tributary to or within 500 feet of an ASBS in the Santa Ana Regional Board region,site management requirements (Section 3.3) shall also apply. Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 16 Section 5 Municipal Inspection of Construction Sites T110 County/City will perform inspections of construction sites to verify that the roquirements of the DAMP are being implemented and maintained,and that construction sites appropriately comply with requirements of local permits(building, s: grading,NPDES,etc.)and Ordinances (Grading,Water Quality,and others) as detailed In this Manual and as augmented by the local agency,and that they continue to protect rw water quality. > 5.1 Prioritization of Construction Site Threat to Water Quality Tho County/City will evaluate the potential threat to water quality posed by the construction activity and assign a threat priority of low,medium,or high: Based on the threat of prioritization the County/City will set an inspection frequency to ensure that DMPs are adequate, are being implemented and maintained properly,and that no ar=, discharge violations are occurring. Factors considered in the threat prioritization 7Y,t, include: v Size and type of the construction project r Time of Construction-rainy season (October 1-April 30)versus dry season f Location-tributary to an impaired waterway or near an ASBS or ESA 0 Site topography =' 5,2 Inspection Frequencies Construction sites will be inspected, according to the priority established by the County/City,until construction activity is complete. The minimum frequency of Construction site inspections is shown in Table 51: k. loptimber 2006 Construction Runoff Guidance Manual 17 Orange County Stormwater Program Section 5 Municipal Inspection of Construction Sites Table 5.1 Minimum Inspection Frequency of Construction Projects Rainy Season (October 1 -April 30) Dry Season Construction Site Projects within the (May 1-September Priority jurisdiction of the Projects within the 30) Santa Ana Regional jurisdiction of the San Diego Regional Boats Board High Once per month Once per week` As needed Medium Twice during the season As needed Low Once during the Twice during the As needed season season Or monthly if the County/City has submitted a,wdtten statement to the San Diego Regional Board 5.3 Inspection Responsibilities At a minimum,the following will be addressed during inspections: ■ Ensure that the owner/developer/contractor is meeting the construction program requirements of the DAMP; ■ Ensure that there is an effective combination of erosion, sediment,and material and waste management BMWs being implemented and maintained in order to reduce or prevent the discharge of pollutants into stormwater conveyances and receiving waters; ■ Ensure that the owner/developer/contractor implements and maintains appropriate BMWs on a year round basis; ■ Ensure no discharge violations(excessive sediment,oil sheen,trash,etc.) are occurring or pose a reasonable threat of occurring; ■ Ensure that,if issues are noted during the inspections,appropriate corrective actions are taken. The primary mechanism that inspectors will use to determine if the minimum requirements and BMWs for construction activities are being met will be to assess the site against the minimum requirements (Table 3-2)and the approved plans. The minimum Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 18 Section 5 Municipal Inspection ofConstruclion Sites requirements are intended to be easy to interpret field observations that allow an assessment of site conditions during both dry and wet season conditions. The inspector will utilize the following framework when conducting an inspection: ■ Review contractor's self-inspection checklist to determine whether minimum self- inspections have been performed; ■ Review the applicable County/City required erosion and sediment control plans and contract documents and determine whether they are being properly implemented; ■ Determine if BMPs are being effectively implemented in accordance with the approved plans and suggested list of BMps,and are maintained properly; ■ Determine whether the owner/developer/cotrtractor is making appropriate ` adjustments when ineffective Bhvs are found;and r Determine if discharges are occurring from the site or are flowing into onsite storm drain inlets and determine if such discharges are prohibited. If a discharge violation is observed,or if BNIPs,are either not implemented or not being ' maintained properly,enforcement actions may be imposed. If the inspected site does not meet the.minimum requirements,inspectors will follow-up within a reasonable period to assure that all applicabje requirements are implemented. 5.4 Enforcement Actions The County/City inspectors and/or other staff who possess internal enforcement authority through established policies and procedures will undertake enforcement of construction projects. Inspectors will enforce compliance with the construction program,grading or building permit,and local ordinances such as the Water Quality Ordinance. The inspectors will document violations observed. If an inspector observes a significant and/or immediate threat to water quality,action will be taken to require the developer/contractor to immediately cease the discharge and the County/City will be obligated to forward this information to the Regional Water Quality Control Board for review of additional enforcement action or remediation requirements. The County/City enforcement steps that may be taken by inspectors include but are not limited to: W Verbal Warning a Written Actions under the Water Quality Ordinance r Notice of Non-Compliance plember 2006 Construcdon Runoff Guidance Manual 19 Orange County Stormwater Program Section 5 Municipal Inspection of Construction Sites • Administrative Compliance Order • Administrative Citations or Fines ■ Cease and Desist Order • Civil and Criminal Actions ■ Written Actions under Building/Grading Ordinances - • Corrective Action Notice • Stop Work Order • Revocation of Permit(s)and/or Denial of Future Permits • Civil and Criminal Actions In selecting enforcement options,the inspector will normally apply similar enforcement actions to violations of a similar nature. ,However,a more severe enforcement action may be taken when a violator has either a history of noncompliance or has failed to take good faith actions to eliminate continued violations. If egregious or unusual circumstances are indicated, a higher level of enforcement action will be taken. Verbal Warnings: Typically, the initial method of requesting corrective action and enforcing compliance will be a verbal warning from the inspector to the contractor. The inspector will notify the developer/contractor's project supervisor of the violation and document the violation and the notification to the contractors project supervisor in the inspection file. A specific time frame for correcting the problem and a follow-up inspection date will be documented by the inspector. In judging the degree of severity,the inspector may also take into account any history of similar or repeated violations by the same developer or contractor at this or other sites. Written Warnings: If a deficiency that was noted in a prior verbal warning is not corrected by the next inspection, or the.severity of the violation is such that a verbal warning is not strong enough,a written warning will be issued. The written warning will describe the deficiency that is to be corrected,suggested corrective action(s),the specific time frame for correction,and a date for a follow-up inspection. A copy of the written warning will be provided to the contractors project supervisor and another copy may be provided to the owner/developer. A copy will be placed in the active inspection file. Once the violation has been corrected to the satisfaction of the inspector,the inspector will document compliance in the inspection file. Depending on the severity of the violation(s),the options for issuing written warnings for enforcement of local ordinances and grading/building permits on private construction projects may vary. Written warnings include,but are not limited to,Notice of Non-Compliance, Administrative Compliance Order,Administrative Citations or Fines,and Cease and Desist Order. Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 20 Section 5 Municipal Inspection of Construction Sites Stop Work Orders: If a written warning has not been addressed by the next inspection,or if the developer/contractor has not complied with their permit requirements,or if a significant threat to water quality is observed(such as a failure of BWs resulting in a significant release of sediment or other pollutants off site),a stop work order will be' issued by the inspector or the appropriate official. Stop work orders prohibit further construction activity until the problem is resolved and provide a time frame for correcting the problem. The stop work order will describe the infraction and specify what corrective action must be taken. A copy of the stop work order will be given to the contractor's project supervisor and placed in the active inspection file. A copy of the stop work order will also be sent to the owner/developer. To restart work once a stop work order has been issued, the contractor's project supervisor must request the inspector to re-inspect the project and verify that the deficiencies have been satisfactorily corrected. If the inspector is satisfied with the corrections,the inspector may sign off on that phase of the project, and work may proceed. In severe cases,the building or grading permit may be revoked. Revocation of Permit(s) and/or Denial of Future Permits: In severe cases of noncompliance or significant discharges, it may be necessary to revoke the grading and/or building permit that a developer/contractor is working `under,withhold final approval,or deny future permits on the project.. The developer/contractor would then-have to re-apply for permits and meet any requirements that the County/City may place on the project. Civil and Criminal Actions: In severe cases,the County/City may also use Civil and or Criminal court actions under local ordinances,such as the Water Quality Ordinance,which may result in significant fines levied upon the non-compliant responsible parties. September 2006 Construction Runoff Guidance Manual 21 Orange County Stormwater Program Glossary The following definitions are important in understanding the County/City's construction stormwater protection program. ASBS -Area of Special Biological Significance. The Water Quality Control Plan for Ocean Waters of California(California Ocean Plan)designates 35 Areas of Special Biological Significance,two of which lie within the Santa Ana Regional Board jurisdiction: ■ Newport Beach Marine Life Refuge(HU801.110) ■ Irvine Coast Marine Life Refuge(HU801.110) BMP-Best Management Practices(BMPs) are activities,practices,procedures,or facilities implemented to avoid,prevent,or reduce pollution of the stonnwater system and receiving waters. Construction Project-any site for which building or grading permits are issued and where an activity results in the disturbance of soil such as soil movement,grading, excavation,clearing,road construction,structure construction,or structure demolition; and sites where uncovered storage of materials and wastes such as dirt,sand,or fertilizer occurs;or exterior mixing of cementaceous products such as concrete,mortar, or stucco will occur. Demolition-an activity involving the demolishing or the destruction of a structure, facilities,or associated appurtenances. Erosion Control-the activity of reducing or eliminating erosion(the wearing away of the ground surface as a result of the movement of wind,water, and/or ice) by using a combination of Best Management Practices to protect adjacent private property, watercourses,public facilities,and receiving waters from an abnormal deposition of sediment or dust Erosion Control Plan -A plan(including drawings,specifications,or other requirements) detailing the methods of implementing an erosion control system. Discharge -the release spill,leak,pump,flow,escape,leaching,dumping or disposal of any liquid,semi-solid,or solid substance. Environmentally Sensitive Area(ESA) -includes but is not limited to all Clean Water Act Section 303(d)impaired water bodies;areas designated in the Ocean Plan as Areas of Special Biological Significance(ASBS) or by the State Water Resources Control Board (Water Quality Control Plan and amendments);water bodies designated with the RARE beneficial use by.the State Water Resources Control Board (Water Quality Control Plan y; and amendments);areas designated as preserves or equivalent under the Natural Community Conservation Planning Program;and any areas designated as Critical Septemtrer 2006 Construction Runoff Guidance Manual 23 Orange County Stonmvater Program Glossary Aquatic Resources(CARS)or other equivalent environmentally sensitive areas which have been identified by the County or City. Municipal Storm Drain System -the street gutter,channel,storm drain,catch basin, constructed drain,lined diversion structure,wash area,inlet, outlet,or other facility, which is part of or tributary to the County-wide stormwater runoff system and owned, operated,maintained,or controlled by the County/City,and used for the purpose of collecting,storing,transporting,or disposing of stormwater. Non-stormwater-any runoff or discharge not entirely composed of stormwater. Notice of Intent(NOV-an application submitted by the owner/operator of a project that constitutes his intent to be authorized by an NPDES permit issued for stormwater discharges associated with the construction activity indicated. Notice of Termination-a form to discontinue coverage under an NPDES general permit for stormwater discharges associated with industrial activity and stortnwater discharges associated with construction activity. Pollutant-any liquid,solid or semi-solid substances that will interfere with or adversely affect the beneficial uses of the receiving waters,flora,or fauna of the state. A more detailed definition is included in the Water Quality Ordinance. Generally, pollutants can include such items as: ■ Artificial materials ■ Household wastes ■ Metals and Non-metals ■ Petroleum and related hydrocarbons ■ Animal wastes ■ Substances having a pH less than 6.5 or greater than 8.6,or unusual coloration, turbidity or odor ■ Waste materials,sediment,and wastewater generated by construction sites and construction activities ■ Pollutants defined by the Federal Clean Water Act ■ Other constituents or materials,including but not limited to pesticides,herbicides; fertilizers,fecal coliform,fecal streptococcus or enterococcus,or eroded soils, sediment and particulate materials. Receiving Water-A river,lake,ocean,stream,or other watercourse identified in the Basin Plan into which waters may be discharged. Construction Runoff Guidance Manual September 2006 Orange County Stormwater Program 24 Glossary Regional Board-Regional Water Quality Control Boards administer water quality t requirements within a watershed region. There are nine Regional Boards under the SWRCB. The San Diego Regional Board and the Santa.Ana Regional Board have jurisdiction in Orange County. Stormwater-stormwater runoff and snow melt runoff SWRCB -State Water Resources Control Board,California agency that implements and enforces water quality and NPDES permit requirements and oversees the Regional Boards. Stormwater Pollution Prevention Plan(SWPPP) -Document required by the General Construction Permit to be developed and implemented by construction sites with 1 acre or greater of soil disturbance,or less than 1 acre but part of a greater common plan of development. The SWPPP emphasizes the use of appropriately selected,correctly installed,and maintained pollution reduction BMWs. This approach provides the flexibility necessary to establish BMPs that can effectively address source control of pollutants during changing construction activities. Waste Discharge Identification(WDID)Number-an identification number assigned by the Storm Water Resources Control Board upon receipt of a complete NOI. s September 2006 Construction Runoff Guidance Manual 25 Orange County Stormwater Program F F . Orange County Environmental Management Agency (Now County of Orange Resources & Development Management Department) BMP Standard Plans ■ Sandbag Velocity Reducer (No. 1328) • Temporary Drainage Inlet (No. 1330) 200MAX I (SEE NOTE N0.2) I 1 : -SANDBAGS(TYP) 1 8 m DIRECTION OF _ W=T5'% ROADBED WIDTH a a STREET FLAW X C '. � � 1 1 x S'MIN. SFACING FOA VEHICLE ACCESS PLAN w x 20'-30' S' 31'- 40' T' 41' -59 9' 51,- 601 10.5' 70' 12 SAGS MIN. SANDSAGS(TYP.) r" TYPICAL TYPICAL SECTION ELEVATION NOTES: 1 Gravel bags are encouraged over the use of sandbags and may be required in areas which are particularly sensitive to sediment deposition. Requirements for and spacing of velocity reducers for streets with grades of less than 42 shall be as shown on the approved Erosion Control Plan. This standard detail shall be used as shown on the approved Erosion control Plan. z1A :E:000NTY ENVIRONMENTAL M MENT AGENCY STCI PLAN 2' APPMVED k.J1AWjZAf1 MEOW Of REGMAMN y ' VELOCITY REDUCER 9�ettr+ a� t X WI,4 W.WM. OR APPROVED . 41sT SCREEN AS SAFETY BARRIER.--,,` 2MAX.HEIGHT OF �\ BAGS AT SPILLWAY 3 z ns,, .- ~- STREET Z ° z SUB-GRAOE ° A C —� C - - rn Z a b p � -- -_ ; , `f _.�._-.- - --ter•_-�.,, DOUBLE ROW _I f Y . , SANDBAGS �-STORM DRAINPIPE.SEE PLAN FOR TYPE AND ABASE COURSE SANDBAGS LOCATION, ON EDGE. PLAN SECTION C-C rucouraked over the use of sandbags and may be required in areas rlp sensitive to sediment deposition. in may be constructed in place of sandhags. =shaII be used as shown on the approved 6r$