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10-0216_COPP CONTRACTING, INC._Contract CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and Copp Contracting_ Inc. 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 Pavement Rehabilitation Improvement Plans(CIP#119)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, Five Hundred Dollars($500)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. A-1 FIFTH. PERFORMANCEROND AND LABOR AND MATERIAOND. 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. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned,hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 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 registeripmail,return receipt requested,giving a Wicient time before the date thereof to comply with the applicable law or statute but in no event less than 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. If contractor is not already enrolled in the U.S. Department of Homeland Security's E-Verify program, Consultant shall enroll in the E-Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E-Verify program can be found at http://www.uscis.gov, or access the registration page at https://www.visdhs.com/employerregistration.Consultant shall certify its registration with E-Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. 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. C ORNIA ALL-PURP SE CERTIFICATE OF ACKNOWLEDGMENT State of California County of ORANGE On FEB. 12, 2010 before me, YOLANDA LUJAN - NOTARY PUBLIC (Here insert more and title of the offices) personally appeared DENNIS W. COPP - PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)isAwe subscribed to the within instrument and acknowledged to me that he slmViep executed the same in his,4ierMwir authorized capacity(ies), and that by hisAwrAheir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. r YOLANDA LULIAJM D WITNESS my handand official seat. ¢ COMM#1686 W NOTARY PUBLIC-CALIQzORANGECOUN(Notary See!) �...e.. eaSaloonExpo� Si of Notary Public ADDITTONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT air ar ab to� completed ed in Cafor se is must contain vmeraje erectly ar be appear notary reunion or a separate acbmwJer�mem farm must be properly completed and attached to that document. rhe a* es"an u # a CITY OF SAN JUAN CAPISTRANO CONTRA TS int is to be recorded omnia ofCWo»da In such momrces,any alternative (Title or description of attached document) acknowledgment verbiage as may be primed an such a document so long as the verbiage does not require the notary to do someAft that u dlegad jor a nmtary in PAVEMENT REHABILITATION (CIP#119) California(Le. cenyymg the authorised capacity of the signer). Please check the (ritle or description of attached document continued) document cmefdlyf-Proper notmtal wordbg and attach a-form ijrequired Number of Pages 4 Document Date 2/12/201( - State and County information,nue be the State and Comfy where the document signer(s)personally appeared before the notary public for acknowledgin nt - bate of notarization rust be the dare that the signer(s)personally appeared which CONTRACTS rust also be the same date the acknowledgment is completed. (Additional information) - The notary public must prim his or her name as it appears within his or her co®rission followed by a conana and then your title(notary pudic). - Print the name(s)of document signer(s) who personally appear at the time of notarization. CAPACITY CLAWED BY THE SIGNER - Indicate the correct s mgtdar or plural forms by crossing off incorrect forms(i.e. ❑ Individual(s) hdshelthey-is law)or circling the comect forms.Failure to correctly indicate this infomstim may lead to rejection of document recording. W Corporate Officer - The notary seat impression most be clear and photographically reproducible. PRESIDENT Impression must not cover scout or lines.If sea] impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form ❑ Partner(s) - SiViamre of the rotary public must match the signature on file with the office of ElAttom -in-Fact the county cleric ey o Additional information is not required but could help to ensure this ❑ Trustee(s) acknowledgment is not rinsed or attached to a different document ❑ Other A Indicate title or type of attached document,number of pages and date, d Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CPA,CFO,Secretary). - Securely attach this document to the signed document 2008 Version CAPA vl2.10.07 800-873-9865 www.NotmyC]asses.com _ • City of San an Capis no DATED: Z ( (O D BY: Dr. Londres so, MAYOR C P CONTRACTING, INC. BY: CONTRACTOR DENNIS W. PP—PRESIDENT 384209 LICENSE NO. "An CLASSIFICATION jMariao Clerk APPROVED A TO FORM: Omar Sand City Attorney Bond No.CF 1505 Premium: $13,335.00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that Copp Contracting, Inc. as Principal (hereinafter called "Contractor"), and Contractors Bonding and Insurance Company , as Surety (hereinafter called "Surety"), are held and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City"), in the amount of Two Minion Five Hundred Eighty Three Thousand ** Dollars ($ 2,593.938.40 ), for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fairly by these presents. ** Eight Hundred Thirty Eight Dollars and Forty Cents WHEREAS, Contractor has, by written agreement dated , entered into a (describe agreement): Pavement Rehabilitation Improvement Plans(CIP#1 19) 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 to 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 CALIFORNIA ALL-PURP SE CERTIFICATE OF ACKNOWLEDGMENT State of California County of ORANGE On FEB. 12, 2010 before me, YOLANDA LUJAN — NOTARY PUBLIC (Here insert narro and title of the officer) personally appeared DENNIS W. COPP — PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is'=e subscribed to the within instrument and acknowledged to me that he/SbelRley executed the same in his/fierMir authorized capacity(ies), and that by hisArefffl"signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 8�944e1MMkP49eeee0009e000o0000000000ee0O YOLANDA LUJAN VflTSS my hand and official seal. COMM# 1686755 m W NOTARY POBIIC-CALIFORNIA Il Q ORANGE COUNTY r Commission Expires Aog.7,2010 e S' Notary Public (Notary Seal) eseeseeeweareeeseeseseeeoseeeeee ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT appy ark�le n the completed secom�/se is� �n verbgaime ge exactly as appear notmy par ed8ment lana curt be property completed and attached to that document The only exception m ira PERFORMANCE BOND — CONTRACTS document it to be recorded onside ofCaliformia In such instanter,any ahernmtve ('title or description of attached docu hent) acknowledgment verbiage as nay be primed m such a document so hug as the verbiage does rot require the notary to do ,amedit!rata illegal for a notary in PAVEMENT REHABILITATION (CIPll119) Caljortiia f e. cerro5ang the avlhorixed capacity q/'the signer). Please check the (Title or description of attacbed document continued) document carefnllyfur proper marial wordirg and attach dwform if required 2 2/12/10 • state end County information must be the state and County where the document Number of Pages_ Document Date signer(s)personally appemed before the notary public for acknowledgment a Hate ofraterimtion must be the daft that the signals)personalty appeared which CITY OF SAN JUAN CAPISTRANO must also be the same date the acknowledgment Is completed. (Additional information) a The notary public roust prim his or her name as it appears within his or her commission followed by a counrte and than your title(notary public). e Print the mune(s)of document signer(s) wbo personalty appear at the time of notarization. CAPACITY CLAIMED BY TIM SIGNER a Indicate the correct singular or plural foes by crossing off incorrect forms(i.e. ❑ Individual(s) hdsheJtbey-is/p)or circling the correct forms.Failure to correctly indicate this ( Corporate Officer a mor tion may lead to rejection of docwnerrt recording. rpo notary seal impression must be clear and photographically reproducible. PRESIDENT Impression must not cover test or lines.If seal impression smudges,reseal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form ❑ Partner(s) • Signature of the notary public must march da:signature on file with the office of ElAttom in-Fact the county clerk. cY O Additional information is not required but could help to enure this ❑ Trustee(s) acknowledgment is not misused or attached to a difiera t document ❑ Other 4 Indicate title or type of attached documrvq number of pages and date. O Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). Securely rrtach this document to the signed docmient 2008 Version CAPA vl2.10.07 800.873-9865 www.NotaryClasses.com Executed this i Ith day of February .20 10 at 23461 South Pointe Drive,4240,Laguna Hills , California. Copp Contracting, Inc. PRINCIPAL By: DENNIS w.COPP (NOTARIZATIO AND SEAL)PRESIDENT Contractors Bonding and Insurance Company SURETY By: AVTA R I ZAT I Ofq AND SEAL) Matthew J.Coats. Attorney in Fact APPROVED AS TO FORM OMAR SANDOVAL, CITY ATTORNEY PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California jCounty of Orange j , Notary FEB 11 2010before On ersonallyappeared Matthew J. Coatse Ade(insrt name laedeC. Hndttle ftheofficeerr) pPublic) jwho proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/sho{tlrey executed the j i same in hisfherftheir authorized capacity(ies3,and that by his><herftheir signature(s)on the jinstrument the person(s),or the entity upon behalf of which the person(s)acted,executed the j instrument. foregoingtuner PENALTY TY OPERJURY under the laws of the State of California that the paragraph s a WITNESS my hand and official seal. j j ADELAIDE C. 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ID °°0O a 1 • I t . 111 . °Ca a°o°uoa.s _e°ve vyQpe° °0e a°e°ea.> ee°e a ci<e+e e 1 .• 1 •. •1 . . s . : .. . / It . :i1�1 °eeo:�` v 8 I e0op pe°s ««eo o°'e°aac 400e,eo a pop°. > soneaeppp:>4 ({WI a e°Oe n e°eL�p�4 +���"1`l elidlddlldp. cEPad }de 44 AA o .eE F ids as 0 p � a 4' a S dd a 1 f 11�'�1 eo° ° °$°ee+° °'E�aF°#°k°e p aC id Ptd deC4PG p.a te9dls2Gdp: Ellfkf06p adbdSd! dd! di aP eE p °! t a .e E 4 4 '.p >:, o � e et 49 t<e L9e 9a EP4 eke °C sd9ekaga lege adeGle dBEdd.�6J,_ ddadoadedp60 p0! dEl.a4 a°e8a°a °e'°+�r u• .'�+ a e."rr'2 p.�.r �..+ dam.°��.�°o°�:r e° Certificate of AF ointment and Resolution of the _ yard of Directors File undersigned President and Secretary of Contractors Bonding and Insurance Company thereby certify that the President has appointed the AIto rncy(s)-in-Fact identified on the front vide of this polvcrof attorney,undei and by the authority of the following resolutions adopted by the Bound of Directors of Contractors Bonding and Insit ILI]ICC( ompam :it e meeting du held on December 15. 1993: RFSOLVED. that the ( EO. Plesidcnl. ('FO, any Vice PlesidenL Secrelary or any Assisran( Secretary, and any other employee as nunbe specifically authorized by a particular board res0lu11011(hercalei -AUlh011zed Officer or limployec') may appoint anorno S-in-f lcl or agenls ith authoril} ;n defined or limiled in the instrument evidencing the opporuulcnt in each case, for and un behalf of the Company, W C<CQnC and deliver and affix the seal of the <onhptuty to bonds, undcrtAintrs,l ecogniiances,and Suretyship obligations Ill all kinds:and any Aufhon/ed 011iecr or Lanploycc mac rcmoN e eny such attorney-in-flet or ❑ecm end revoke any pow er of;rllorncy previously granted to such persu11. RI:SOLVLD PIIRTIll R, that an) bond• undertaking, roa.>gnizaoce,01 Suretyship obligation shall be valid and binding upon lire Company: (i) when eigncd by the Authonrcd Officer or I[inplovec and attested and scaled (if a seal be required): or I ii) when signed by lire AnthOlVed Officer or f.mployee. and countetsicned and scaled (ifs scat be required) by a duly authorized attorney-in-fact or agcnl; or (iii) when duly executed and scaled tit a scat he required)by one or mUrC altorncyS-in- f ret or agents pursuant to and it ithin the limits attire authority caideoccd by the power of attorney issued by the( omp.my to such person or persons. RESOLVED FURTIfER. that (he eignaturc of any Authorized Oificcr or Employee and the seal of the Company may be affixed by facsimile to Lilly power of attorney or certification thereof authorizing the execution and delivery of any bond, underlaking. recognizance, or other suretyship obligations of the Company (unless otherwise specified in the power of allornev itself): and such signuturc and Seal when so used shall have lire same force and el eel as though manually affixed. RESOI.VI.D FUR HER. that alt previous resolutions of the Board of Directors concerning powers of attorney and attorneys-in-filet remain in fill force and effect;that Lill films of powers of attorney previously or in the future approved by the Board of Directors. including. but 1101 limited to,so called"fax or facsimile powers of allorncy" mhen:lire entire power of attorney is a facsimile,rcnm ll in Lill force and effecl;and that one form of a power of attorney may be alwched to one bond (for example, the film for N011ch this resolution is a part may be attached to It bid bond), and another(term of power of attorney may be attached to another bond(Ion example, a fax power ofatloniey miry be attached to lire final bond for a project for which Ute different lona of power Lias auached to the bid bond) without affecting the ealidily of either power of attontcy or bond. IN WIINLSS WI-ILREOF, Contractors Bonding and Insurance Company has caused these presents to be signed by its president and secretary. and its corporate seal to be hereunto aiued this 13th day of June. 2007, Dun Sirl.in.Pirvdont Kvk I�Iund.So lary State of Washington County of King On June 13,2007 before me, Brenda J. Scott Nomry Public, personally appeared Don Snkin and R Kirk Eland personally known to nu to be the persons whose names arc subscribed to the within instrument, and acknowledged to me all that they executed the same in their authorized capacities and that by their signorures the entity upon behalfof which they acted executed the instrument. W I'TNIISS my hand and official seal. 01V r� Sp0= � ........ J' ga: Sian nurc - � — - _ ._ (seal) `�t�P l: nrcn 4 I Scott.No( , Public :0 "(DLIC •2 NN WABN10rlr Bond No. CF 1505 Premium induaed LABOR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Joan Capistrano, a municipal corporation of Orange County, California, has awarded to: Copp Contracting, Inc. I License No. 326135 1 hereinafter designated as "Principal", a contract for Pavement Rehabilitation Improvement Plans(CIP#119) and 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 performance 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 Copp Contracting, Inc. Principal, and Contractors Bonding and Insurance Company as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Two Minion Five Hundred Eighty Three** DOLLARS ($2,583,838_.40 ), 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. **Thousand Eight Hundred Thirty Eight Dollars and Forty Cents 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 CARFORNIA ALL-PURP SE CERTIFICATE OF ACKNOWLEDGMENT FStateifornia County of ORANGE On FEB. 12. 2010 beforeme, YOLANDA LUJAN — NOTARY PUBLIC (Here insert name and tide of the officer) personally appeared DENNIS W. COPP — PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/am subscribed to the within instrument and acknowledged to me that he/s]Wdwy executed the same in his/hen4yeir authorized capacity(ies), and that by his/heidilaeir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. veseessaeeeeMMeeee000xas000eseeesoeMe YOLANDA LUJAN t COMM# 1686755 m WITNESS my hand and official seal. W NOTARY PUBLIC-CALIFORNIA et ORANGE COUNTY �ee«N My Commission Expires Aug.7,2010 OOp000046JMHMpOOONONONOeO of Public (Notary Seal) ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM DESCRIPTION OF THE ATTACHED DOCUMENT Any ssa�ledgm fiw smeary twin in Cr a se a mvarc�� verrmerrage erararlyew as appear rotary separate edgmem jam must be properly completed and attached to that doctmrmt The only exception a if LABOR AND MATERIAL BOND—CONTRACTS document is to be recorded onside ofCal#brnla In such tnsauees,any atrernmive (Title or description of attached document) w1knowledgmem verbiage as may be primed on such a document so long as the verbiage does not require the rosary,to do soneMng fiat is dlegai jos a notary in PAVFMFNT RFHARTT.TTATT()N(rTP(/119) Callfbirruir(Le. cerfyrng the aahorired cipactry of the signer). Please check the (Title w description of attached document continued) document cmefullyfar proper notarial wording and anach thisfom if requbed Number of Pages 2 Document Date 2 12 10 • State and County information must be the State and County where the documena signer(s)personally appeared her—the notary public for acknowledgment- Dare cknowledgmentDa>re of notarization must be the date that the signers)personally appeared which CITY OF RAN ,TITAN CAPISTRANO must also be the sane date the acknowledgment is completed. (Additional information) • The notary public must print his or her mane as it appears within his or her commission followed by a comma and then your title(notary,public). • Print the nano(s)of document signals) who personally appear a the time of notarization. CAPACITY CLAIMED BY THE SIGNER • Indicate the correct singular or plural forms by crossing off incorrect forms(i.e. `"eG ft�. is/me)or circling the correct forms.Failure to correctly indicate this ❑ Individual(S) information may lead to rejection of document recording. lj Corporate Officer • The worry seal impression mat be clear and photographically reproducible. WDRNT Impression must not cover trod in lines.If seal impression smudges,reseal if a ) sufficient area permits,otherwise complete a different adknowledgnent form ❑ Partner(s) • Signature of the notary public must match the signal=on fdc with the office of the county clad. ❑ Attorney-ion-Fact O Additional information is no required but could help to cusum this ❑ Trustee(s) acimowledg ant is not misused or a iched to a dfffeaent document ❑ Other O Indicate title or type of attached doaaeut,number of pages and date. O Indicate the capacity claitoed by the signer. If tie claimed capacity is a corporate officer,indicate the title(i.e.CFA,CFO,Secretary). • Securely attach this document to the signed document 2008 Version CAPA vl2.10.07 800-873-9865 www.NotmyClasmecom the benefit of any and all persons, companies and corporations entitled to file claims under Section 3981 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 that no change, extension of time, alteration or modification of the contract documents or of.the wort 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 I Ith day of February 20 io , at 23461 South Pointe Drive,4240,Laguna Hills , California. Copp Contracting, Inc. P�CIPAL By. DENNIS W. COPP — PRE DENT Contractors Bonding and Insurance Company SURETY By: rizatlon airl MaKew J.Coats,Attorney in Fact APPROVED AS TO FORM Omar Sandoval, City Attorney LM-2 i i CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT 1151 71 State of California 1/0 j County of Orange j i On FEB 11 2010 before me, Adelaide C. Hunter, Notary Public (insert name and title of the officer) j jpersonally appeared Matthew J. Coats j who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are j Z9 subscribed to the within instrument and acknowledged to me that he/she/they executed the jsame in his"rnc.Micir authorized capacity(ies),and that by hisfhe.Micir signature(s)on the jinstrument the persona),or the entity upon behalf of which the person(s)acted,executed the j instrument. j jI certify under PENALTY OF PERJURY under the laws of the State of California that the j jforegoing paragraph is true and correct. j ZZ WITNESS my hand and official seal. j V ADELAIDE C. HUNTER j Commission# 1808793 � � �f- �-o.` Notary Public•California j Signature�,� '`�' Orange County ZZ My Comm. 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P e = _ ; _ � ,•°ao°> o0°e°°a°o e91m)�e'e°p°e °0a°"e av _«ooa°e�°pOpo eppp�,1)!es e'm)���9e 00°e °Peoapea s • 1 Oo°6v° gae ege e. ep�e�Qo� a ee:pepapp 11)) a 'apbPe' hEoas ,edafpdsxbpdy6op rPpbd+idPk ° c dabdblae asbdbdEhaa rpsbdb}ldao °aas" ddE;o °bddbabl4 0 rP tdddd a° °Pbd §eddsa Eddd "9Pa ,sP a s ddadde" ° �1 e e•e4 , a - 4eP a oGaP oae4 °° oad49a ° 4 ee a ago ea o8d a dd'Shc Ee a 6twa °0e eO d a°'O E b °P p a - p 4 p 4p40 0 40pe °04 tee.° °a°°aOa°e, 0 BB a <°^� a e°ieee^a°o^e�^w��peeBa O Certificate of AE jintment and Resolution of the _ oard of Directors I he undersigned Pies lde'nI and Secretary of('oil It Bonding and Insurance Company hereby certify that the president has appointed the Attorney(s)-in-Pact identified on the front side ofthis power o 'attot ney.under and by the authority of the Ibllowing resolutions adopted by the BOaI'd of Directors of Contactors Bonding and In.urance Company at a meeting duly held on DCeelIlber 15, 1993: RISOLVLD, that the CIAO, President. CFO, any Vice Presidcm. Secrclary or any Assistant Secretary. and any other employee as may be specifically author r/ed by e partict lm board resolution I hereafter"Author/ed ofllceror Lmployce-) stay appoint attomey s-in-facf or a¢cnts with authority as defined or limited in file inelnunenl e�idencing the appoinlmenl in each case. Ibr and on behall of the Contpam. to excclllc and deliver and affix the Scal of the Company to bonds, undertakings,rccognizanccs,and aurcn ship obligations of all kinds:;oaf any AuthUl'Ved Officer or 1[mploycc may remove any Such auomcy-in-last of agent and revoke am power of altomey previously granted to such person. RLSOLVHD I URTHLIZ, that any bond. undertaking.recognizance.orsurctyship obligation shall be valid and binding upon file Company: (i) w hen signed by the AUI1IOI Iled OI'Gea or I.mploycc and attested and scaled (if tt veal he required): nr (it) when Signed by the Authori/Cd Ofllccr or Lntploycc. and counlcrigncd and scaled (if a seal be required)by it duly authorized atlomcy-in-fact or agent: or (iii) when duly exccutcd and scaled (if a Seal be required) by one or more attorneys-in- lacl or aecnts pursuant to and within the limits of the authority evidenced by the pug+cr o)altomcy issued by the Company to such person or persons. RESOLVED FURTHER,that the signature of any Authorised Officer or Employee and the seal of the Company may be of swill by facsimile to any power ofallorney or eertificalion thereofauthorizing file rxecutioo and delivery of any bond, undertaking, rccogniiancc, or other suretyship obligation of the Company (unless otherwise specified in the power of attorney itself): and such signature and seal when so used shall have the same force and effect as though manually aflixed. RESOLVED PURTHFIZ, that all previom rewlulions of the Board of Directors concerning powers of attorney and aliornevs-in-titer remain in lull Ibrce and covet; that all turns of powcrs of attorney previously or in the futurcapprovcd by the Board of Directors, including,but not limited to,SO called"tax or facsimile powers of attorney where the entire power of attorney is a facsimile,remain in full force and effect:and that one lurm of a power of attorney may be altachcd to one bond(tor example, the torn Ibr which this resohnion is a purl may be attached to a bid bond), and another tbrm of power of altomcy may be attached to another bond(lilt example,a fax power of attorney may be anachcd to the final hond Ibr a project lar which the di0-crent ti>rm of power was attached to the hid bond)without afteeting file validity of either power of auorncy or bond. IN WITNESS WHEREOF, Contractor Bonding and lnsnranCe Company has caused these preSentS to be signed by its president and secretary, and its corporate scat to be hereunto atfixed this 13th day of June, 2007. j�✓"�/}/Jyy� Dun Slrl,11,Pfc"'I"a A te,L_ R kirk I land,Sccrcian State of Washington County ol,King On June 13,2007 before me. Brenda J. Scott Notary Public, ucisonally appeared Don Sirkin and R. Kirk Hand personally known to me to be the persons whose names arc subscribed to the within instnunniL and acknowledged to me all that they executed the same in their authorized capacities and that by their signatwes the Canty upon behall of which they acted executed the instrument. WITNESS my hand and official seal. 07" �a3 Signature { � .- _ _ (seal) My nrcndn Scou,Naury Puhlic ��,i �AOr 90. ttJp iF WArAtt Bond No.CF 1505 Premium: $13.335.00 PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that Copp Contracting, Inc. .as Principal (hereinafter called "Contractor"), and Contractors Bonding and Insurance Company . as Surety (hereinafter called "Surety"), are held and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City"), in the amount of Two Million Five Hundred Eighty Three Thousand ** Dollars ($ 2,583,838.40 ), for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fairly by these presents. ** Eight Hundred Thirty Eight Dollars and Forty Cents WHEREAS, Contractor . has, by written agreement dated , entered into a(describe agreement): Pavement Rehabilitation Improvement Plans(CIP#119) which contact is, by reference, made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Contractor shall promptly and faithfulty 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 to 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 CALIFORNIA ALL-PURP SE CERTIFICATE OF ACKNOWLEDGMENT [State of California County of ORANGE On FEB. 12, 2010 before me, YOLANDA LUJAN – NOTARY PUBLIC (Here insist name and title of the officer) personally appeared DENNIS W. COPP – PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/an subscribed to the within instrument and acknowledged to me that he/eheAhW executed the same in his/lferldiair authorized capacity(ies), and that by his/herMw*signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. 'eje'.orae^eeoeeeo�reooaceseaeooeoeeoeconoa000 YOLANDA LUJAN ° COMM#1686755 m WITNESS my hand and official seal. a NOTARY PUBLIC-CALIFORNW ORANGE COUNTY eeAeyseOeoemermaiaon Expires Aua.7,2010 sz tel— Z••eee+ oeseeeeeeeeeeeei i otary Public (Notary Seal) 1171- ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM AnyDESCRIPTION OF THE ATTACHED DOCUMENT app eied n die conpinomy sec in California must cwuale verbiage imactlyms as be appears notary section or a separate ackrowledgment form mart be properly completed and attached to Ont docmneia The maty armption is Ora PERFORMANCE BOND — CONTRACTS doconrcnt is to be recorded onside ofCalyorma In such mrlmrer.any alternative (Title or description of adached document) acknowledgment verbiage ar may be printed on each a docionem so long as the verbiage does not require the rofmy to do.mnediag this it dleg I jar a rotary in PAVEMENT REHABILITATION (CIP#119) California(ieeereo5ang the authorized uyaiy of the signer). Please check the (Title or description of attached document continued) doamwnt carefdlyfor proper muarid wording and attach thisform if required Number of Pages 2 Document Date 2/12/10 • State and County infommtion must be the State and County where the document signer(s)personalty appeared before the notary public for acknowledgment - Date of on must be the date that the CITY OF SAN JUAN CAPISTRANO mast also same date the acknowledgm�t is compiltaui& whichnally appeared (Additioml infonmatiun) • The notary publ(c must prim his in her mate as it appears within his or her commission followed by a conn and than your title(notary public). - Print the name(s)of document signer(s) who personally appear at the time of notarimtioa CAPACITY CLAWED BY THE SIGNER • Indicate the correct singular or plural fomo by crossing off incoaact forms(i.e. ❑ Individual(s) hatiliMbey-is leas)m circling the correct foam.Failure to cmecdy indicate this information may lead to rejection of document recording (g Corporate Officer • The notary seal impression most be clear and photographically reproducible. PRESIDENT Impression must not cover turd or lines.If seal imprcvsion smudges,reseal if a (Tide) sufficient mea parous,otherwise coreryiate a different acknowledgment form ❑ Partner(s) - Sigaaa,of the notary public must match the signature on file with the office of ElAttom in-Fact me county clerk. Attorney-in-Fact d Additional information is not required but could help to come this D Trustees) aclmowledgnem a not misused or attached to a different doin mant ❑ Other P Indicate tide or type of attached document,number of pages and date. P Indicate the capacity clauned by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Security arch this document to the signed document 2008 Version CAPA vt2.10.07 800.873-9865 www.NotaryClasses.c m Executed this I Itb day of February 20 10 at 23461 South Pointe Drive,4240,Laguna Hills , California. Copp Contracting, Inc. PRINCIPAL By. DENNIS W. COPP (NOTARIZATfOt AND SEAL) PRESIDENT Contractors Bonding and Insurance Company SURETY By: TARIZATIOI AND SEAL) Matthew J. Coats, Attorney in Fact APPROVED AS TO FORM OMAR SANDOVAL, CITY ATTORNEY Pi \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\t, Z i ZZ CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT Counof falifontiOrange j i ry i j On FEB 11 2010 before me, Adelaide C. Hunter, Notary Public j (insert name and title of the officer) j jPersonally appeared Matthew J. Coats who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/arc subscribed to the within instrument and acknowledged to me that he/shrhhey executed the jsame in his"neriiheir authorized capacity{ies),and that by hisntcn Their signatureH on the 71 jinstrument the person(s),or the entity upon behalf ofwhich the person(s)acted,executed the j instrument. j ZZ VVI ZI j I certify under PENALTY OF PERJURY under the laws of the State of California that the jforegoing paragraph is true and correct. j / Z WITNESS my hand and official seal. j • ADELAIDE C. HUNTER j ZZ = Commission# 1808793 9 j Notary Public-California 1'-y� Orange County j Signature i My Comm. 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President. CPO. am Vice President. Secrclary or anv Assistant Secretary, and any other employee as may be Sperilicaik authorized by a partiadar hoard resolution(lie? ahcr"A whonzctl Officer or Gmployce") may appoint enorncy s-in-tact oraecnl,kith authority as defined or limited in the instnnnenl ccidcncing the appointment III each case. fit and on hehalfof the C'oIIII)M . to QvCCUlc and deliver and Allv the seal of the Company to bonds. trtuicrlakings,recoemzunccs,and Surctvship obligations of all kinds:and am Authorized Ofiiccr or Gmployec mar remove anv Such anorney-in-fact or agent and recol.c am puwa of attorney previouSly wanted 10 such person. RLSOLVED FURL III:R. that anv bondt undertzking. recognizance, or Suretyship obligalion Shall be valid and binding upon the Company. (i) when signed by the Authorised Officer or kmplovee and attested and sealed (if a seal be require(l): or _ (ii) cehen signed by the Authorized Officer or I]nployce, and couotcrsomed and scaled (if a seal be iccomed) by it duly authorised attorney-in-fact or agent or (iii) when duly executed and scaled lila seal be required) by one of more attorneys-111- act or agent, pursuant to and within dtc limiu of the authority ON Idenced by the potaer of attontey issued by the Compam to Such person or persons. RESOLVED I LITTI IE.R,that the signature of anv Aulhorizcd Officer or Employee and the seal oft lie Company maybe affixed by facsimile to tuty power of attornev or ecrti0cation thereof authorizing the execution and delivers of any bond, undertaking, recognizance. or other suretyship obligations of the Company (unless otherwise Specified in the power ol'attorney itscll); and such Signature and Seal when so used shall have the same Ibrce and effect as (hough manually affixed. I?I SOLV1`.D 1`111RI fII'R, (hal all precious resolutions of the Board of Directors concerning powers of attorney and attorneys-in-tact remain in lull force and effect: that all tot ms of powa-s of attorney previously or in the future approved by the Board of Dit ectors. including, hal not limited to,So called"tax or facsimile powers of attorne}' \\]let the entire power o ettolney is a acviIII Ile,remain in full force and effect and that one film of a pow'cr of attnrncy play be attached to one bond (for example, the ibrm for which this resolution is it part may be attached to a bid bond), and another form of power of anorncy may be attached to another bond(for example,a fax power of attorney may be attached to the final hond for it project lot which the different tiara of power was attached to the bid bond) without alTccting the N alidity of either power ofanorncy or hond. IN WITNESS WHFIZI']OF, Contractors Bonding and Inuunnce Company has caused these presents Io be Signed by its president and Secretary, and its corporate seal to be hereunto affixed this 131h day of lune,2007. Slrlan,I're�Idon AI� . loa k 1 land,SCf rClare State o1'Washington County of King On.lune 13,2007 before me, Brenda 1.Scott Notary Public.personally appeared Don Sirkin and R. Kirk Eland fersonally known to me to be the persons whose names arc subscribed to the within instrument. and acknowledged to ns all that they executed the same in their authorized capacities and that by their Signatm-eS the entity upon behalf of which they acted executed the instrument. . W I'fNLSS my hand and official seal. iQyNOTAgy�'.�� Signature _ (,e/zl - - (Seal) ? �" Brenda L Semi.Numrq Pobhp s%yF WA•S""rrArr Bond No.CF 1505 Premium included LABOR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Joan Capistrano, a municipal corporation of Orange County, California, has awarded to: Copp Contracting, Inc. License No. 326135 hereinafter designated as "Principal", a contract for Pavement Rehabilitation Improvement Plans(CIP#119) ; and I 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 performance 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 Copp Contracting, Inc. Principal, and Contractors Bonding and Insurance Company as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Two Million Five Hundred Eighty Three** DOLLARS ($ 2,583,838.40 ), 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. ** Thousand Eight Hundred Thirty Eight Dollars and Forty Cents 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 kird, 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 CAL ORNIA ALL-PURP E CERTIFICATE OF ACKNOWLEDGMENT State of California County of ORANGE On FEB. 12, 2010 before me, YOLANDA LUJAN — NOTARY PUBLIC (Here insert narce and title of the officer) personally appeared DENNIS W. COPP — PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/am subscribed to the within instrument and acknowledged to me that he/sheAkey executed the same in his/hefMwir authorized capacity(ies), and that by his/ker{8teir signature(s)on the instrument the person(s),or the entity upon behalf of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. g..>.leer.sneerer«e..e,ee.,,e.<e.ee.e.ee.o0w ,- YOLANDA LUJAN COMM# 1686755 m WITNESS my hand and official seal. W N07ARY PUBLIC-CALIFORNIA Q ORANGE COUNN � My Cammission&plres AUA7,2010 e+eeeeeeeseoeessese+eeeessees2 t gip ver otmy Public mootinSeal) (/ ADDMONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM AnyDESCRIPTION OF THE ATTACHED DOCUMENT app ssa ale in the wavy sed m Calajapairina mart contain verbiage exactly eir be appear notary.rection w a eeparare acbuowledgmem Jaren mast be properly completed and atasched to that dosasent. The only ornso sir is if a LABOR AND MATERIAL BOND—CONTRACTS dociatem is to be recorded outside of Caltfonda./n such instances,any aliernartm (Title or description of attached document) acAmhdedgwof verbiW as may be primed m Bach a documere so long as the verbiage does our require the notary to do something that a itlegol for a notary in PAVEMENT REHABILITATION(CIPll119) Car#brnta lie. cerrfyw the authorised capacity of the signer). Please check the (Title or description of attached document continued) d°cmnent cmefdlyfor proper notarial wording and atmch dusfarm if reqal-d Number of Pages 2 Document Dade 2112/10 - Stene and County information must be fee Sate and County where the document signer(s)personally appeared before the notary,public for acknowledgment - Date of notarization must be the date that the signer(s)personally appeared which CITY OF SAN JUAN CAPISTRANO must also be the same date the acknowledgment is completed. (Additional information) - The notary public must print his or her name as it appears within his or her cominission followed by a comms and then your title(notary public). - Print the uamea)of docsrnent signer(s) who personally appear at the time of notarization. CAPACITY CLAIMED BY THE SIGNER - Infests the correct singular or plural foram by crossing off incorrect fomes(i.e. ❑ Individual(s) fhdsheAhe.e-is/ave)or circling the coffee[forms.Failure to correctly indicate this information may lead to rejection of document recording. IN Corporate Officer - The notary seal impression must be clear and photographically reproducible. PRF.STDENT Impression must not cover teat in lines.If seal Impression smudges,re-seal if a (Title) sufficient area psmits,otherwise complete a different acknowledgment form ❑ Partner(s) - Signature of the nary public must match the signature em file with the once of countythe clerk C1Attomey-in-Fad A Additional information is nes required but could help in ensure this ❑ Trustee(s) acknowledgment is not misused or anacbed to a different document ❑ Other d• Indicate title or type of attached document,numbs of pages and date. d Indicate the capacity claimed by the signer. If the claimed capacity is a corporate officer,indicate the title(i.e.CFA,CFO,Secretary). - Securely each this document b the signed document 2008 Version CAPA v12.10.07 800.873-9865 www.NoaryClssses.com 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 that 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 i Ith day of February 20 10 at 23461 South Pointe Drive,#240, Laguna Hills , California. Copp Contracting, Inc. P CIPAL By: DENNIS W. CO — IR ESIDENT Contractors Bonding and Insurance Company Y SURETY By: (N zation an al Mat th J. Coats, Attorney in Fact APPROVED AS TO FORM Omar Sandoval, City Attorney LM-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT jState of California j County of Orange On FEB 112010 before me, Adelaide C. Hunter, Notary Public (insert name and title of the officer) jpersonally appeared Matthew J. Coats j who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s)is/are j jsubscribed to the within instrument and acknowledged to me that heA&e/they executed the j jsame in his lrrsct/theii authorized capacity(ies),and that by his/her/their signature(s)on the j jinstrument the person(s),or the entity upon behalf of which the person(s)acted,executed the j jinstrument. j j Icrtify under PENALTY s OFdPERJURY under the laws of the State of California that the j iforegoingP paragraph ei WITNESS my hand and official seal. ADELAIDE C.HUNTER j QI_Oz Commission# 1808793Notary Public.California ' Orange County / j Signature / , ' My Comm. 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'# # . . '• 1 1 °'_�e° !a 9oP0e a° s I• s 1 • i i# • `° 1• 1 'o a a� ���#�. °Q41'Eid4S9' Q dh#!E°ideiq $1EeEPGE4a aa4E�4Sd>#ena ^atd¢Fda1° °1E d dEdG e p9pa vo°e Ci b6PbH d o t t 4 0 C q° eo 6° '° <440 ° ° 00°41<Idj 0 1p1p ol4oal 64 ef41i11'9 v1b11p EilE 91 Ed t 4 tli. d Y l 01 d °° eo e 4p5 w4a4 494aa s°a 4 (fG �.o ge,q � ,......o"° ter, •a. «^.ems b�: - °BNBe°e<° Certificate of Ai ointment and Resolution of the jard of Directors " I he undersigned President and Secretary of Contractors Bonding and Insurance Company hereby certify that the President has appointed the Attorney(s)-in-Pact identified on the front side of this power Of attorney.underand by the authority of the fol l ow in resol Lit ions adopted by the Board of Directors of Contractors Bonding and I[I,urmcc Company at a nscting duly held on December I5, 1993: RESOLVED, that the ( LO. President. CPO, any Vice Prc,sident, Secretary or any Assistant Secretary, and am, other cnnployce as man be specillcally authorised by a particular board resolution(hcrealtcr"Authorized Officer or limployce-) may appoint altomcs,-in-fact III agcnu w ith author 6 as defined or limited in thr instrument let-idencing the appointment in each case, )01 and on bchalfof the Cnmpanv. Io execule and dclm er and affix the seal of the Company to bands, Undertakings,rccugniiancev,and suretyship obligations o(all Lindy:and any Authorized Officer or Employee nuty rcnu>vc any such attorncv-in-fact or scent and rcN oke any power of attorney previously granted to such person. RESOLVI?D PURI HLIZ, that any bond, undertaking, recognizance,or suretyship obligation shall be valid and binding upon the Company: (i) when signed by the Authorized Otlicer or Itmploycc and attested and sealed(if a seal be re(Imtrd): or (it) IN hell signed by the Anth01'VCd Officer or Imnployec. and countersigmed and scaled (if a seal he rcyuircd) by a duhauthorized attorney-in-fact or agent: or (iii) cahcn duly eeccuted and scaled (if a seal be rcyuircd) by one or more attorneys-in- fact or agent, pursuant to and within the limits of the authority esidenccd by the power of attorney issued by the Company to such person or persons. RPSOLVED FURTHER,that the signature of any Authorized Officcr or Employee and the seal of the Company may be affixed by facsimile to any,power Of attorncy or ccrtific tion thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other ,urctyship obligations of the Company (unless otheiwisc specified in the power ofattorncy itself): and such signature and seal when so used shall have the Sano imce and ellcct as though manually affixed, RESOLVED EURTHfR, that all precious resolutions of the Board of Directors concerning powers of atiorncy and attorneys-in-fact remain in full force and effecC that all forms of powers of attontcy previously or in the future appmecd by the Roard of Directors, including,but not limited to. so called"fax or facsimile powers ofattorncy" where the entire po\t'Crof attorney is a facsimile,remain in full Ibree and effect:and that one form of a power of attorncy nwy be attached to one bond (lot example- the form for which this resolution is it part may be attached to it bid bond), and another fornn of powcrofattornev nnay be attached to another bond (for example,a fax posyer ofattorncy nnay he attached to file final bond for it project for sshich the different Rxm of power was attached to the bid bond) without LITWllIf2 the validity of either power of attorney or bond. IN WITNESS WIIERI?OP, Contractors Bonding and In,nranCC Company has caused these presents to be signed by its president and sectctary,and its corporate seal to be hereunto af fixed thi, 13th dfay oJune,2007. -- wV.in. I'rc idcw .111c�c R_Kir6 I.I:wd,Sccrcl.iry State of Washington County of King On June 13.2007 before me, Brenda J. Scott Notary Public, personally appeared Don Sirkin and R. Kirk Eland personally known to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me all that they executed the sante in their authorized capacities and that by their signatures the entity upon bchalfof which they acted executed the instrwnent. WI I NESS niv hand and official scat tttrrr rr rOk i � ...ION Signature __ _ (seal) ii i N �r &. S Bic1;,,Jscull. VnLin Public "(DLIC :2 6�jF o�.yp-x1:�,xotp� qyF N,Artrp • 0 3� AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION STATE OF CALIFORNIA, ) ) ss. County of Orange ) I am a citizen of the United States and a resident q of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in - the above entitled matter.I am the principal clerk .irn.naa of the Capistrano Valley News, a newspaper Mdik"d, m �R that has been adjudged to be a newspaper of J ges � and 0*; ' general circulation by the Superior Court of the ANocNIA E^YM+..r.ew�9 _- County of Orange, State of California, on June 7, wra:o.,. r, zs;aooe 1984, Case No. A-122949 in and for the City of ctrYmaw oa��. San Juan Capistrano, County of Orange, State of Pmxhc.own.wvu. 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 v7 not in any supplement thereof on the following = o 0 dates,to wit: �c r, m M Jan 14, 2010 m C7 D = m �r— I certify (or declare) under the penalty of y .' perjury under the laws of the State of CaliforniaD N D z � that the foregoing is true and correct': o m Executed at Santa Ana, Orange County, California,on Date: Jan 14,2010 1W J&� l� Signature Capistrano Valley News 625 N.Grand Ave. Santa Ana,CA 92701 (714)796-2209 DEC-29-2009 11:56 ORANGE COUNTY REGISTER 714 796 3622 P.01i01 NOTICE INVITING BIDS PAVEMENT RENABILITATMU IMPROVEMEW PLANS ESPL4E3M (012) (CIP#119) Notice is hereby given that sealed bids for Pavement Re- habilitation Improvement Plans ESPL-5372 (012) (CIP#119) will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 p.m.on Thursday, January 28,2010 at which time they will be opened and read aloud. Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto,San Juan Capistrano, California,and may be obtained at the non-refundable charge of$60 plus a charge of$15 for each set of Plans and Specifications mailed. For more information,please contact Nisha Patel, Associate Engineer at(949)4436350. Dated: December 23, 2009 /s/Maria Morris MARIA MORRIS, CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA Publish Capistrano Valley News Jan 7, 14,2010 9169731 TOTAL P.01 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: JANUARY 7, 2010 JANUARY 14, 2010 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS — Pavement Rehabilitation Improvement Plans ESPL-5372 (012) (CIP # 119) 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 AUTHORIZED BY: Ma or s"City CI DATE: December 23, 2009 Date of Bid Opening - 01/28/2010 Date(s) notice published - 01/07/2010 - 01/14/2010 Date affidavit received - Date notice posted in - 01/07/2010 designated posting places 0 NOTICE INVITING BIDS PAVEMENT REHABILITATION IMPROVEMENT PLANS ESPL-5372 (012) (CIP # 119) Notice is hereby given that sealed bids for Pavement Rehabilitation Improvement Plans ESPL-5372 (012) (CIP #119) will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2 p.m. on Thursday, January 28, 2010 at which time they will be opened and read aloud. Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of $60 plus a charge of $15 for each set of Plans and Specifications mailed. For more information, please contact Nisha Patel, Associate Engineer at (949) 443-6350. Dated: December 23, 2009 MART IS, CITY CLE CITY OF SAN JUAN CAPIST NO ORANGE COUNTY, CALIFO IA Pavement Rehabilitation Improvement Plans ESPL-5372 (012) (CIP #119) NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, 1p to 2:00 p.m., on the 28`h day of January, 2010, receive sealed proposals or bids for Pavement Rehabilitation Improvement Plans (CIP#119), in accordance with the approved Plans, Specifications, Special Provisions, Caltrans Standard Specifications, and the Standard Specification 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 hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. A portion of the project is federally funded. 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. Exclusive of written addenda, 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 seventy (70) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, cies 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. • • 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$60, non- refundable, is required for obtaining each set of plans and specifications. There will be a $15 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 f Cud 3b04�an� i i CITY C IW CITY O SAN JUAN CAIS NO ORANGE COUNTY, CAL O NIA daft 32400 PASEO AIDELANTO J MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i LEVATO (949)493-1171 ,(,y `- LAURA FREES (949)4931053 FAX k0 IeuVolAlle THOMAS W.HRI [S1elOL[e I 1961 THOMAS W.HRIBAR wwwsanjuoncapisrrano.oig 1776 MARK NIELSEN • • DR.LONDRES USO TRANSMITTAL TO: Copp Contracting Inc PO Box 457 Buena Park, CA 90621-0457 DATE: February 23, 2010 FROM: Christy Jakl, Administrative Specialist, City Clerk's Office (949) 443-6310 RE: Contract— Pavement Rehabilitation Improvement CIP 119 Thank you for providing documentation confirming compliance with the terms of the agreement related to insurance. Keep in mind this documentation must remain current with our office during the term of this agreement. Please be aware, our office still needs to receive an E-verify certificate as outlined in your contract under Section 8. If you have questions related to insurance and E-verify requirements, please call me at (949) 443-6310. If you have questions concerning the agreement, please contact Nisha Patel, Associate Engineer at (949) 487-4312. Cc: Nisha Patel, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future e+ " Printed on 100%recycletl paper • • 2/16/2010 AGENDA REPORT D 1 3 TO: Joe Tait, City Manager(} FROM: Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Award of Contract — Pavement Rehabilitation Improvement Plans ESPL 5372 (CIP No. 07105) (Copp Contracting, Inc.) RECOMMENDATION By motion, award the contract for the Pavement Rehabilitation Improvement Plans Project, to the low responsible bidder, Copp Contracting, Inc., in the amount of $2,639,365.60, and reject all other bids. SITUATION Summary and Recommendation Bids for the Pavement Rehabilitation project were opened on January 28, 2010. Bids are valid until April 28, 2010, 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, Copp Contracting, Inc., in the augmented amount of$2,639,365.60. Background This project will include the following improvements: Pave with asphalt concrete 25 streets, Place hot rubber cape seal on 26 streets, Construct speed humps on Hillside Terrace and Via Los Pajaros, and Rehabilitate the bike trail along Rancho Viejo Road with slurry and overlay. The selection of the streets to be rehabilitated was based on need and similar location within the City, per attachment 2. The order in which the streets will be constructed will be determined during the pre-construction discussions. Bids were received as follows: COPP Contracting, Inc. $2,583,838.40 All American Asphalt $2,664,626.00 Hardy and Harper, Inc. $2,669,000.00 Agenda Report • Obruary 16, 2010 Page 2 Imperial Paving Co. $2,719,606.47 R.J. Noble Company $2,733,002.18 C.E.S.M. Inc., C.L. Concrete, Traffic Control Eng, American Asphalt So., Ramirez Construction, Lindy's Cold Planing, Global Road Striping, and C & M were listed as subcontractors with the Copp Contracting, Inc. bid. Copp Contracting, Inc. has not worked in the City of San Juan Capistrano in the recent past. Staff has checked their references and received positive input about their performance in other cities. In view of bid savings for this project (bid prices lower than expected), the Public Works Maintenance Division has requested that we also include additional work (outside the project scope) to repair several areas in town located at: 1. South bound Camino Capistrano just south of Acjachema St., fix broken curb and gutter 2. South bound Camino Capistrano north of Avenida Padre, replace driveway approach and curb and gutter 3. North bound Camino Capistrano at Avenida Golondrina, fix curb and gutter 4. North bound Camino Capistrano just north of Del Obispo Street, fix curb and gutter 5. North bound Camino Capistrano just north of Acjachema St., fix curb and gutter 6. South bound Camino Capistrano between San Juan Creek Road and Avenida Aeropuerto, remove and replace asphalt pavement in several spots None of the above repair types are covered in project line item bids, they are new items, and we have received per unit costs with the contractor. Once added together, an extra $55,527.20 is needed to address these necessary repairs. Staff recommends inclusion of the above cost into the overall project to boost the total project price to $2,639,365.60 The City Council project award is conxingent on Caltrans concurrence due to federal funds that cover a portion of this project. FINANCIAL, CONSIDERATIONS The project has an approved construction budget of $2,134,500 in account 50-83399- 67401-07105-000 (included are accumulated Prop 42 annual allocations, Proposition 1B State Grant of $586,300, and previous year CAP (City Aid Program) funding from Orange County of$122,300). Additionally, we will receive $500,000 in federal stimulus funds for the rehabilitation of Camino Capistrano from La Zanja to San Juan Creek Road. We will also use funds from the construction budgets of CIP No. 07109- Arterial Street Rehabilitation in the amount Agenda Report • *bruary 16, 2010 Page 3 of $172,500, CIP No. 08102- Pavement Management Program in the amount of $45,000, and CIP No. 07102- Crack Seal Program in the amount of$25,000. Overall, the project has $3,049,500 in funds for construction. NOTIFICATION Imperial Paving Co. R.J. Noble Company Hardy and Harper, Inc. COPP Contracting, Inc. All American Asphalt RECOMMENDATION By motion, award the contract for the Pavement Rehabilitation Improvement Plans Project, to the low responsible bidder, Copp Contracting, Inc., in the amount of $2,639,365.60, and reject all other bids. Respectfully submitted, Prepared by, Nasser Abbas deh, PE Nisha A. Patel, PE Public Works Director Associate Engineer Attachment(s): 1. Contract 2. List of Streets CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and Copp Contracting, Inc. 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 Pavement Rehabilitation Improvement Plans(CIP#119)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, Five Hundred Dollars($500)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. A-1 ATTACHMENT FIFTH. PERFORMANCL9OND AND LABOR AND MATERIASBOND. 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. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; $1,000,000 injury to one person/any one occurrence/not limited to contractual period; $2,000,000 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 registerelmail,return receipt requested,giving a Oicient time before the date thereof to comply with the applicable law or statute but in no event less than 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. If contractor is not already enrolled in the U.S. Department of Homeland Security's E-Verify program,Consultant shall enroll in the E-Verify program within fifteen days of the effective date of this Agreement to verify the employment authorization of new employees assigned to perform work hereunder. Consultant shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information pertaining to the E-Verify program can be found at httn://www.uscis.gov, or access the registration page at https://www.visdhs.com/employerregistration. Consultant shall certify its registration with E-Verify and provide its registration number within sixteen days of the effective date of this Agreement. Failure to provide certification will result in withholding payment until full compliance is demonstrated. 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: Dr. Londres Uso, MAYOR BY: CONTRACTOR LICENSE NO. CLASSIFICATION ATTEST: Maria Morris, City Clerk APPROVED A TO FORM: Omarl, City Attorney Pavement Rehabilitation Project (starting March 2010) Overlay Streets Andres Pico Road (Avenida Don Juan to End) Avenida La Paloma (Camino Capistrano to Avenida Los Amigos) Avenida Los Amigos (Avenida Padre to Avenida La Paloma) Calle La Purisima (Avenida de la Vista to End) Calle San Francisco (Avenida de la Vista to Calle San Juan) Calle San Juan (Calle San Francisco to Calle San Luis) Camino Capistrano (La Zanja to San Juan Creek Road) Canyon Crest Road (Mission Hills to End) Country Hills Road (Entire Street) Dominion Way (Windsor Drive to End) Highland Drive (1200' e/o Monarch Drive to 2710' E/o Monarch Drive) Hillside Terrace (Viewpoint Circle to Saddleridge Drive) La Zanja Street (Camino Capistrano to Guadalupe Street) Mission Street (Los Rios Street to Lobo Street) Paseo Belardes (Via Belardes to End) Paseo Carmel (Avenida de la Vista to End) Paseo Molinos (Calle Jardin to End) Paseo San Gabriel (Avenida de la Vista to End) Ramos Street (Los Rios Street to Paseo Adelanto) Saddleridge Drive (Entire Street) San Juan Creek Road (La Novia to Camino Chico) Via Barcelona (Los Rios Street to Calle La Purisima) Village Road (Arbor Road to Orangewood Road) Windsor Drive (Entire Street) Ysidora Street (Andres Pico Road to End) Cape Seal Streets Branding Iron Road (Mission Hills Drive to end) Highland Drive (Monarch Drive to 1200' e/o Monarch Drive) Highland Drive (2710' e/o Monarch Drive to Hillside Terrace) Hillside Terrace (Highland Drive to Viewpoint Circle) Horseshoe Bend (Horno Creek Road to end) Mission Hills Drive (Silver Spur to end) Monarch Drive (Highland Drive to end) Outpost Road (Mission Hills Drive to end) Regency Court (Highland Drive to end) Royal Drive (Highland Drive to end) Silver Creek Drive (Highland Drive to Saddleridge Drive) j Silver Spur Drive (Mission Hills Drive to end) Valley Rim Circle (Saddleridge Drive to end) Vantage Circle (Saddleridge Drive to end) Viewpoint Circle (Hillside Terrace to end) Village Road (Orangewood Drive to Trabuco Creek Road) Wildwood Lane (Country Hills Road to end) Alipaz Street (Calle Rio Vista to Del Obispo Street) 1 ATTACHMENT Camino Lacouague (San Juan Creek Road to end of paved road) San Juan Creek Road (Valle Road to La Novia Avenue) Paseo Nogal (La Zanja Street to end) Paseo Naranja (La Zanja Street to end) Calle San Luis (Calle San Jaun to Avenida de la Vista) Calle Santa Barbara (Avenida de la Vista to Los Rios Street) Los Rios Street (La Zanja Street to end before Mission Street) Oso Road (Avenida de la Vista to westerly end) Paseo Santa Clara (Avenida de la Vista to end) 2 VAU 32400 PASCO ADEIANTOM WER60F THE CI TY COUNCIL SAN JUAN CAPISTRANO,CA 92675 l% 3pVIµLIEVg7O (949}493.1 M },/y(,� - weNW11 utRApREESE (949)493.7053 FAx • RNA0500 t E961 THOMAS W.HIUBAR 1VVWS(V011WJj Y ivrano-m� 1716 144 NIELSEN � • UR LONORES I)SO i NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 4:30 p.m. on Tuesday, February 16, 2010 in the City Council Chamber in City Hall, to consider: "Consideration of Award of Contract - Pavement Rehabilitation Improvement Plans ESPL 5372 (CIP No. 07105)(COPP Contracting, Inc)" — Item No. D13. 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 12:00 p.m. on Tuesday, February 16, 2010 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 Nisha Patel, Associate Engineer. You may contact that staff member at (949) 443-6350 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.orci. 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: cityclerk(cDsanivancaaistrano.org. Maria Morris, CMC City Clerk cc: Imperial Paving Co.; RJ Noble Company; Hardy and Harper, Inc.; COPP Contracting, Inc.; All American Asphalt Kin.Irian Capistraw). Preserving,the Part to Ethane the I-NWwr Addendum Number 2 Dated: January 21, 2010 PROJECT: Pavement Rehabilitation Improvement Plans ESPL 5372 (012) (CIP 119) This addendum is issued by approval of the City Engineer as authorized below. Please note that the issuance of this addendum does not alter the bid opening date and time, which are set for January 28, 2010, at 2 pm at the City Clerk's Office. In case of questions, please contact Nisha Patel, Associate Engineer, at 949/443-6350. Authorized: Nasser bbaszadeh, PE, City Engineer Date Please sign and attach a copy of this addendum to your bid to ensure your receipt of the latest project information. Contractor authorized signatory Date The following changes to the Specifications and Contract Documents are promulgated through this addendum. Item 1. On page F-38, the first two paragraphs should read as follows: Federal-aid Project No. ESPL 5372 (012) Bid Opening Date January 28, 2010. The City of San Juan Capistrano established an Under-utilized Disadvantage Business Enterprise (UDBE) goal of 7% for this project. The information provided herein shows that a good faith effort was made. Addendum Number 1 Dated: January 18, 2010 PROJECT: Pavement Rehabilitation Improvement Plans ESPL 5372 (012) (CIP 119) This addendum is issued by approval of the City Engineer as authorized below. Please note that the issuance of this addendum does not alter the bid opening date and time, which are set for January 28, 2010, at 2 pm at the City Clerk's Office. In case of questions, please contact Nisha Patel, Associate Engineer, at 949/443-6350. /1'9 /10 Authorized: Nasser Abb*Jaszadeh, PE, City Engineer Date Please sign and attach a copy of this addendum to your bid to ensure your receipt of the latest project information. Contractor authorized signatory Date Addendum No. 1 Page 2 The following changes to the Specifications and Contract Documents are promulgated through this addendum. Item 1. The "Beginning of Work, Time of Completion and Liquidated Damages" Section on page FR-26 (Appendix A-2) shall read as follows: Attention is directed to the provisions in Section 8-1.06, "Beginning of Work," in Section 8-1.06, "Time of Completion," and in Section 8- 1.07, "Liquidated Damages," of the Standard Specifications and these special provisions. The Contractor shall begin work within 15 calendar days from the date of the Notice to Proceed. This work shall be diligently prosecuted to completion before the expiration of 70 calendar days from the date of the Notice to Proceed. The contractor shall pay to the City of San Juan Capistrano the sum of 500 per day, for each and every calendar day's delay in finishing the work in excess of the number of calendar days prescribed above. Item 2. On page C-1, the second line in the Fourth section should read as follows: "It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, and loss sustained by the CITY, should j 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, Five Hundred Dollars ($500) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications" Item 3. On page DS-13, the following section is added to the end of Bid Item 44: a ment The LUMP SUM price for this item shall include all labor, materials, tools, equipment necessary to cavy out the work, as specked and no additional compensation shall be made therefore. Bid Opening Report Bids Opened January 28, 2010 at 2:00 p.m. Project Title Pavement Rehabilitation (CIP) 119 Project Engineer Nisha Patel Pre Bid Estimate . a71 cl Cc C') Bidder Bid Amount Bid Bond/Addeo a� 1. Imperial Paving, Co. 4 / 1 �2, 551. a ` 2. R.J. Noble Company ')t �jT /✓S'$ �— D3 Y" Lf e / ✓/ y C3. Hardy& Harper, Inc. � , 9 )��U ` 7ql V 2 9 �- V, l V a, 038 g46 D= 4. COPP Contracting, Inc. t S'g 3�6 3�s.4C `5- K �- a 4 ,(e�L is c` U5. All American Asphalt 41 gD,Irl 1 / $ 6. / 7. / $ 8. / i IJ Sign Date 112-c? 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. Bid Opening Report Bids Opened January 28, 2010 at 2:00 p.m. Project Title Pavement Rehabilitation (CIP) 119 Project Engineer Nisha Patel Pre Bid Estimate $690,000 Bidder Bid Amount Bid Bond/Addenda? $ :�, Z3LI f Cg y 1. Imperial Paving, Co. }S( V l ?� 3 ?, 2 3-? 55-1. L ` 2. R.J. Noble Company a 113T I8$ 4 L,/,S- D- G e� / ►�/ v 9 Y 3 3. Hardv& Harp er, Inc. � >�0 �D ��� $ 5/ � e / �/ > 5< 8 2 S e.� $ 4. COPP Contracting, Inc. /3y�r r /5. All American Asphalt 6. / 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. Addendum Number 1 Dated: January 18, 2010 PROJECT: Pavement Rehabilitation Improvement Plans ESPL 5372 (012) (CIP 119) This addendum is issued by approval of the City Engineer as authorized below. Please note that the issuance of this addendum does not alter the bid opening date and time, which are set for January 2$, 2010, at 2 pm at the City Clerk's Office. in case of questions, please contact Nisha Patel, Associate Engineer, at 949/443-6350. Authorized: Nasser Ab szadeh, PE, City Engineer Date Please sign and attach a copy of this addendum to your bid to ensure your receipt of the latest project information. JAN. 28, 2010 Contractor authoriz sig tory Date DENNIS W. COPP RESIDENT Addendum No. 1 Page 2 The following changes to the Specifications and Contract Documents are promulgated through this addendum. Item 1. The °Beginning of Work, Time of Completion and Liquidated Damages" section on page FR-26 (Appendix A-2) shall read as follows: Attention is directed to the provisions in Section B-1.06, "Beginning of Work," in Section 8-1.06, "Time of Completion," and in Section 8- 1.07, "Liquidated Damages," of the Standard Specifications and these special provisions. The Contractor shall begin work within 15 calendar days from the date of the Notice to Proceed. This work shall be diligently prosecuted to completion before the expiration of 70 calendar days from the date of the Notice to Proceed. The contractor shall pay to the City of San Juan Capistrano the sum of 500 per day, for each and every calendar day's delay in finishing the work in excess of the number of calendar days prescribed above. Item 2. On page C-1, the second line in the Fourth section should read as follows: "It is agreed that it would be impractical and extremely difficult to fix the actual amount of damages, and loss sustained by the 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, Five Hundred Dollars ($500) 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" Item 3. On page DS-13, the following section is added to the end of Bid Item 44: Payment The LUMP SUM price for this item shall include all labor, materials, tools, equipment necessary to carry out the work, as specified and no additional compensation shall be made therefore. 01/21/2010, 15:24 9494931251 ENG AND BLDG DEPT PAGE 02/02 Addendum Number 2 Dated: January 21, 2010 PROJECT: Pavement Rehabilitation Improvement Plans ESPL 5372 (012) (CIP 119) This addendum is issued by approval of the City Engineer as authorized bebw. Please note that the issuance of this addendum does not alter the bid opening date and time, which are set for January 26, 2010, at 2 pm at the City Clerk's Offioe. Incase of questions, please contact Nisho Patel, Associate Engineer, at 949/443-6350. Authorized: Nasser baszadeh, PE, City Engineer Date Please sign and attach a copy of this addendum to your bid to ensure your receipt of the latest project inf4nnstion. JAN. 28, 2010 Contractor authorized swiatm Date DENNIS W. COPP - PR SIDENT The following changes to the Specifications and Contract Documents are promulgated through this addendum. Item 1, On page F-38, the first two paragraphs should read as follows: Federal-aid Project No. ESPL 5372 (012) Bid Opening Date Janus 28. 2010• The City of San ua Capistrano established an Under-utilized Disadvantage Business Enterprise (UDBE) goal of 7%-for this project. The information provided herein shows that a good faith effort was made. 91/21/2010 15:24 9494931251 ENG AND BLDG DEPT PAGE 01/02 CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT FAX COVER SHEET Q ... T—Q v m%776 1961 Name: IA i,/} Holders OR Organization Nama/Dept: FRo Fax Number: / l/1 Phone 1R ;DateSent Fax: 949493-1251 ber of pates including cover: Email: r yURGENT r FOR REVIEW r PLEASE COMMENT r PLEASE REPLY' a,a MESSAGE: Attached is Addendum No. 2 to the Specifications and Contract documents for the Pavement Rehabilitation Improvements Plans ESPL 5372 (012) (CIP 1 19) project which is currently out to bid by the City of San Juan Capistrano. Please forward this information to the person working on the bid proposal. Please call Nisha Patel at (949) 443-6350 if you have any questions. Thank you. For error or assistance in sending, please call 949-443-6337 I BID PROPOSAL 1 For the: Pavement Rehabilitation Improvement Plans 1 ESPL-5372 (012) (CIP #119) From: COPP CONTRACTING, INC. LIC.11384209 "A" 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, Caltrans Standard Specifications, 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: k�n QJs. LLMii � s i x rim+i 2,o3 spa , o(Q Words (Bike Trail 0and Streets except Camino Capistrano) Figures !E q k1 - eP Ll.r. -,Rl air r.-L cc,; s $ 54S?-7$, 34 Words (Camino Capistrano) 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 within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of seventy III calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in 3 1 1 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, 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 may be 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 BIDDER'S BOND (Insert 110% 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 fumish the required bonds as surety if the work is awarded to the undersigned: CONTRACTORS BONDING & INS. CO. , 111 PACIFICA NO.350, IRVINE, CA 92618 949-34I�911 Licensed in accordance with an act providing for the registration of contractors -- License No. 07940 and Classification 8A Signature of Bidder: COPP CONTRACTING, U%- BY: Uk DENIM W. COPP - PRESI ENTf 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 thereof.) Dated: JAN. 28, 2010 P.O. BOX 457, BUENA PARK, CA 90621-0457 Business Address Dated: JAN. 28, 2010 714-522-7754 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: JAN. 28, 2010 —I?� Signature of Bidder DENNIS OPP - PRESIDENT Dated: JAN. 28, 2010 714-522-7754 Telephone Number COPP CONTRACTING, INC. , A CORPORATION DENNIS W. COPP - PRESIDENT ERLINDA COPP - SEC.-TREAS. I 5 SCHEDULE OF WORK ITEMS- 1 Pavement Rehabilitation Improvement Plans (CIP #119) 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 City of San Juan Capistrano includes all streets and bike trail except Camino Calistrano),in accordance with the specifications for the unit price set forth in the following item(s): Item Work Items With Unit Price Approximate Unit Price Total Amount No. (Written in Words) Quanti (In Figures ROAIDWAY&,SIDEWALK IMPROVEMENTS Mobilization for the lump sum price of In; ., dollars. 1 L.S. 90-1000.'" 90)000. 00 Unclassified excavation for street surface 2 planing of existing asphalt concrete pavement $ 0 C.Y. for the unit price of $ dollars per cubic yard. Cold Mill 6' header cut, 0 to 1-5/8" deep for 3a the unit price of one S.tl, dolig s per 18,418 S.Y. / , 3 ( Z U 127 . S8 square yard. 4-n'Q +A:R.4)4 a,e. cw+, Cold Mill 6' header cut, 2" deep for the unit 3b price of ant ne s per square 4,536 S.Y. yard. lsh*. n the G%n¢s /1 SS 73 • 0 4 Cold Mill 20' header cut, 2" deep for th unit 3c price of 4"11— M„A f' lielGtV le 2,911 S.Y. yard. Z • SZ 7335 . 7 ?- Cold ZCold Mill full width, 2" A C avement{S for the 3d unit price of�. .!(r,,, '" r"per 3,372 S.Y. square yard, 2 , Z o 7 y 1 e. 4o 4 Cold Mill existing speed bump, for+he unit 201 S.Y. rice of sd {,+ �"'� +` Mares ware yard. F- 10 16Zr• 10 Crack sealant 1/8" and greater for the lump 5 sum rice of%4" : ollars. 1 L.S. 4600 06a a0 6 A.C. ov rlay to itsricge o �+� 12,272 TON s� ti I,* ltn+ er`o'i. 69. 47 M0263. 84 7 Construct raised A,C. speed hump for the unit 15 EACH 1400.00 21,000.00 rice of FOURTEEN HUNDBI>yllars each. Adjust CVWD valve boxes to rade for the 8 g1 ENTY-FIV 152 EACH 375.00 57,000.00 unit price of THREE HUNDREIDro ars per eac . C 6 Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words) Quantity In Figures 9 Adjust manhole�Q e for the unit price of 97 EACH 280.00 27,160.00 TWO HUNDRED do ars each. Adjust survey well monument cover to new 10 grade for the unit price of TWO HUNDRED EIGH ry 2 EACH 280.00 560.00 dollars each. 11 Install Detectable Warning Surface (DWS)tile 7 EACH per Caltrans Std. Plan A8 8A TAENWNFIVE DOI LARS 625.00 4,375.00 Reconstruct/Construct 4" P.C.C. curb ramp 12 with DWS TWENTY-NINE HUNDRED DOLLARS 46 EACH 2900.00 133,400.00 RA > IG 3TIPI1*IG'FDI OVERLtiY"STREETS Install thermoplastic 4" Solid White Line per 13 Caltrans Std. P�ClanEgAT�20A for the unit price of 14,622 L.F. .31 4,532.82 THIRTY-ONE g�iI fah per linear foot. Install thermoplastic 4" Solid Yellow Line per 14 Caltrans Std. PlartA .,* for the unit price of 433 L.F. .37 160.21 THIRTY-SEVENS per linear foot. Install thermoplastic 4" Dashed White Line per Caltrans Std. Plan A20A, Detail 9 for the I S unit price of THIRTY-TWO er linear 3,926 L.F. �� 32 1,256.32 foot. CInstall thermoplastic Double-Yellow Solid 16 Median Island per Caltrans Std. Plan A2013, 9,360 L.F. Detail 1jr" pjt efffSof ONE DOLLARS 1.25 11,700.00 i�IF XN per wear Oct. Install thermoplastic Double-Yellow Dashed Median Island per Caltrans Std. Plan A2013,17 Detail 32 for the unit price of EIGHTY-TWO CENTS 630 L.F. d&zWer linear foot. .82 516.60 Install pavement markers and thermoplastic traffic lines per Caltrans Std. Plan A20C, 18 Detail 37B for the unit price of ONE DOLLAR F VE 1 F' M per linear foot. 1.05 264.60 Install thermoplastic 8" While Line for Left turn pocket per Caltrans Std. Plan A201),19 Detail 38 for the unit price of EIGHTY CENTS 2,794 L.F. J49M per linear foot. .80 2,235.20 Install thermoplastic 6" White Line per Caltrans Std. Plan A20D, Detail 39A for the ' 20 unit price of ONE------- dollars per linear 80 L.F. 1.05 84.00 foot. AND FIVE CENTS Install 6" White Line per Caltrans Std. Plan 21 A201), Detail 39 for the unit price of 451 L.F. 47 211.97 FORTY-SEVEN per linear foot. 1 7 I i • Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words Quantity (In Figures) Install thermoplastic pavement markings, arrows per Caltrans Std. Plan 4 f t 22 unit price of TWO DOLLARS �s per square 764 S.F. 2.30 1,757.20 foot. Install thermoplastic pavement markings, symbols and numbers per Caltrans Std. Plan . 23 A24C for the unit price of ZERO 0 S.F. 0 0 dollars per square foot. Install thermoplastic pavement markings, words per Caltrans Std. Plans A24D and A24E 24 for the unit price of Two DOLLARS_�per 2,025 S.F. square foot. CENTS 2.60 5,265.00 Install thermoplastic 12" crosswalk or limit line per Caltrans Std. Plan A24E (color as shown) and 12" wide Solid White chevrons 25 per California MUTCD Section 3B.101(CA) 1,481 L.F. at 10' spacing for the unit price of ONE DOL ' EIGHTY CENTS ddXM per linear foot. 1.80 2,665.80 Install thermoplastic 4" Yellow center line extension through intersection per Caltrans 0 0 26 Std. Plan AND, Detail 41 for the unit price of 0 L.F. ZERO dollars per linear foot. Install thermoplastic 4" White Line per 27 Caltrans Std. Plan A20D, Detail 40 for the unit 0 L.F. 0 0 price of ZERO dollars per linear foot. Install thermoplastic Bike Lane Arrow and Bike Lane Symbol per Caltrans Std. Plans 28 A24A and A24C for the unit price of 1 EACH 110.00 110.00 ONE HUNDREDTFYollars per each. Install thermoplastic Double Yellow line per 29 Caltrans Std. Plan A20A, Detail 22 for the unit 3812 L.F. .73 2,782.76 price of SEVENTY-THRFICO 1F per linear foot. Install thermoplastic Double Yellow line per 30 Caltrans Std. Plan ArN 20A Detail I for the unit 912 L.F. price of SEVENTY-T�gKE�per linear foot. 73 665.76 ' Install thermoplastic parking lines per Detail 9 Sheet 3 and California MUTCD Section 3B.18 31 for the unit price of ZERO dollars per 0 L.F. 0 0 linear foot. Remove and re-install 8" non-reflective dome 32 markers for the lump sum price of 0 L.S. ZERO dollars. 0 0 33 Remove and re-install IDM light for the lump 0 L.S. sum rice of dollars. 0 0 8 Item Work Items With Unit Price Approximate Unit Price Total Amount No. (Written in Words) Quanti In Figures) Construct Fire Hydrant location marker per California MUTCD Section 3, Figure 3B- 34 102(CA), (blue dot) for the unit price of 38 EACH TEN---- dollars each. 10.00 380.00 Construct Hump Striping per MUTCD Figure 35 3B-29, Option B or C, and "Bump" Pavement 1 LS r Marking Per MUTCD FORTY-THREE HUNDRED DOLLARS 4300.00 4,300.0 Reconstruct inductive loop detectors for the 36 unit price of TWO HUNDRExlollars each 4cEACH 200.00 800.00 :;:.�z �i yp G k7�{r} � 'Sna "-� '+ p '' �`' EF; tis , S i L�..J'..1.1: ".,N' ."i':. 1v , Remove and re install in place existing street 37 sign for the unit price of THREE HUNDRED 3 EACH 300.00 900.00 dollars each. 38 Provide Traffic CToHnRttrJ 1 the lump sum price 1 L.S. 48000.00 48,000.0 Of FORTY-EIGHT doY�azrs. Provide City notification signs for the lump 39 sum rice of THREE THOUSANDiollars. 1 L.S. 3000.00 3,000.0 ' Project survey for the lump sum price of 40 TWELVE C THOUS�bllars. 1 L.S. 12,000.0 12,000.00 Off-street storage of equipment and materials 41 for the lump sum price of TWENTY-FIVE HUND ED 1 L.S. 2500.00 2,500.00 dollars. Bike Trail Slurry Seal for the unit price of 42 �lKs er square yards. 6,680 S.Y. 2.06 13,760.80 TWO DOLLARS-I Hot Rubber Cape Seal (Chip Seal overlaid 43 with Type II Slurry Seal with 21 te> t unit price of FOUR DOLLARS persquareN s128,741 S.Y. 4.74 610,469.34 yards. Striping and Markings for Bike Trails and 44 Cape Seal Streets for the lump sum price I L.S. ' of THIRTY-NINE THOUSAND FOUR HUNDRED D)LLARS 39,400.00 39,400.00 1 1 Total Bid Price (Enter here and on Page 3) / F✓�l� s .� ski,� LLAK_J 4,'s 2. o38r� Cea , o � Words Figures 9 1 SCHEDULE OF WORK ITEMS- 2 Pavement Rehabilitation Improvement Plans r ESPL-5372 (012) Camino Capistrano Overlay ' 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 City of San Juan Capistrano (only Camino Capistrano), in accordance with the specifications for the unit price set forth in the following item(s): l Item Work Items With Unit Price Approximate Unit Price Total Amount 1 No. Written in Wordsquantity In Figures) ` `' I20ADW�Y&`SIbE�VAI,K3IMPR(?VEN1TiNTS;,' Fpei Mobilization for the lump sum price of 1 L.S. e ollars. 280La.0o 28000, o 6 Unclassified excavation for street surface planing of existing asphalt concrete pavement t for the unit price of ZERO dollars 0 C'Y' 0 0 E cubic yard. Cold Mill 6' header cut, 0 to p1-5/8" dee for 3a the unit price ofonie�.Vn + er"' 5,975 S.Y. square yard. 1 , 33 79N� 7S Cold Mill 6' headert, 2" e for the „_, un't ' 3b price ofot�„ +" £� s'per square 4,536 S.Y. yard. Cold Mill 20' header cut, 2{ " d ep or the unit r 3c price of&,. �,Ii.,., p square 778 S. Y. � ' Z O yard. Cold O Cold Mill full width, 2" A.C. pavement for the 3d unit price ofon,.LLL,,c. P"a s� c"'f 7,986S... square yard. `t q C4 Cold Mill existing speed bump for the unit rice of ZERO .dollars square yard. 0 S.Y. 0 0 Crack sealant 1/8" and greater for the lump 5 sum rice of E. �. , dollars. 1 L.S. 9000 , 00 F4oa , DO 2"A.C. overlay fo th unit rice of 6 er to n G.,.+s 4,400 TON Q y 7 3eS1'69'. 00 Construct raised A.C. speed hump for the unit 7rice of ZERO dollars each. 0 EACH 0 0 8 Adjust CVW45 EACH D valve boxes to grade for the 375.00 16,875.00 unit price of THREE HUNDREBollars per each. 10 i Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words Quantity (In Figures) Adjust manhole to grade for the unit price of 9TW HUNDRED EICHTiollars each. 34 EACH 280.00 9,520.00 Adjust survey well monument cover to new C 10 grade for the unit price of ZERO 0 EACH 0 0 dollars each. 11 Install Detectable Warning Surface (DWS) tile 1 p�p(�� per Caltrans Std. Plan A88A SIX HUNDRED TWE TY-;IVE'IIOLL RS 625.00 7,500.0) 12 Reconstruct/Construct 4" P.C.C. curb ramp 22 EACH 2900.00 63,800.00 with DWS TWENTY-NINE HUNDRED DOLLARS I RAkFISTRIPIIVG FDR( VERLAX STREETS Install thermoplastic 4" Solid White Line per 13 Caltrans Std. Plan A20A for the unit price of 2,382 L.F. THIRTY-ONE Cf&zTmxxper linear foot. .31 738.42 Install thermoplastic 4" Solid Yellow Line per 14 Caltrans Std. Plan A20A for the unit price of 0 L.F. ZERO dollars per linear foot. 0 0 Install thermoplastic 4" Dashed White Line per Caltrans Std. Plan A20A Detail 9 for the 15 unit price of THIRTY-TWO CQ&s per linear 3,354 L.F. 32 1,073.28 foot. Install thermoplastic Double-Yellow Solid Median Island per Caltrans Std. Plan A20B, 16 Detail 29 for the unit price of ONE DOLLAR THI TY2dENTS.F. 1.30 3,125.20 XjcAm per linear foot. Install thermoplastic Double-Yellow Dashed Median Island per Caltrans Std. Plan A2013, 4 74R T 17 Detail 32 for the unit price of ONE DOLLAR THREE CENTS 'F' dxdbxs per linear foot. 1.03 4,375.44 Install pavement markers and thermoplastic 18 traffic lines per Caltrans Std. Plan A20C, 3 0 L.F. Detail 37B for the unit price of SEVENTY-FIVE CENT ibdXs per linear foot. .75 247.50 Install thermoplastic 8" While Line for Left turn pocket per Caltrans Std. Plan AND, 19 Detail 38 for the unit price of SEVENTY CENTS 3,151 L.F. XWM per linear foot. .70 2,205.70 Install thermoplastic 6" White Line per Caltrans Std. Plan AND, Detail 39A for the ' 20 unit price of FIFTY-TWO CEdaffH&S per linear 385 L.F. .52 200.20 ' foot. 1 Install 6" White Line per Caltrans Std. Plan ' 21 A20D,Detail 39 for the unit price of FIFTY- 2,079 L.F. TWO CENTS-- doilm per linear foot. .52 1,081.08 11 Item Work Items With Unit Price Approximate Unit Price PP Total Amount No. (Written in Words) QuantityIn Figures) Install thermoplastic pavement markings, arrows per Caltrans Std. PI 2.30 1,849.20 22 unit price of TWO DOLLARS per square 804 S.F. foot. Install thermoplastic pavement markings, I symbols and numbers per Caltrans Std. Plan 1 23 A24C for the unit price of ZERO 0 S.F. 0 0 ( dollars per square foot. ( Install thermoplastic pavement markings, 24 words per Caltrans Std. Plans 4E 1,189 S.F. 2.60 3,091.40 for the unit price of TWO DOLLARS s per square foot. Install thermoplastic 12" crosswalk or limit line per Caltrans Std. Plan A24E(color as 25 shown) and 12" wide Solid White chevrons 3,104 L.F. per California MUTCD Section 3B.101(CA) 1 at 10' spacing for the unit price of ONE DOLLAR 1 EIGHTY CENT1gper linear foot. 1.80 5,587.20 1 Install thermoplastic 4" Yellow center line extension through intersection per Caltrans 1 26 Std, Plan A20D, Detail 41 for the unit price of 0 L.F. 1 ZERO dollars per linear foot. 0 0 Install thermoplastic 4" White Line per 27 Caltrans Std. Plan A20D Detail 10 forIt�'h ,unit 83 L.F. 1.55 128.65 price of ONE DOLLAR FabMsFper linear loot. Install thermoplastic Bike Lane Arrow and Bike Lane Symbol per Caltrans Std. Plans ' 28 A24A and A24C for the unit price of ONE HIND ED 4 EACH TEN--------dollars per each. 110.00 440.00 Install thermoplastic Double Yellow line per 29 Caltrans Std. Plan A20A, j122 for the unit 1200 L.F. .73 876.00 price of SEVENTY-THRE$M per linear foot. Install thermoplastic Double Yellow line per 30 Caltrans Std. Plan A20A, Detail 1 for the unit 0 L.F. price of ZERO dollars per linear foot. 0 0 Install thermoplastic parking lines per Detail 9 31 Sheet 3 and California MUTCD Section 3B.18 for the unit price of FIFTY-TWO Cutts per 500 L.F. 52 260.00 linear foot. Remove and re-install 8" non-reflective dome 32 markers for the lump sum price of 0 L.S. ZERO dollars. 0 0 Remove and re-install IDM light for the lump 33 sum rice of ZERO dollars. 0 L.S. 0 0 12 1 1 Item Work Items With Unit Price Approximate Unit Price Total Amount r No. (Written in Words) __Quantity In Figures r Construct Fire Hydrant location marker per California MUTCD Section 3, Figure 3B- 34 102(CA), (blue dot) for the unit price of 13 EACH ELEVEN-- dollars each. 11.00 143.00 Construct Hump Striping per MUTCD Figure 35 3B-29, Option B or C, and"Bump"Pavement OLS r Marking Per MUTCD ZERO 0 0 Reconstruct inductive loop detectors for the 36 unit price of Two HUNDRE%ollars each 116 EACH 200.00 23,200.00 5S ,I, s Mt w.t E .�-P4 t� �1:.' X13• .rP i}i. Remove and re-install in place existing street 37 sign for the unit price of THREE HUNDRED-- 2 EACH 300.00 600.00 dollars each. 38 Provide Traffic Con or the lump sum price 1 L.S. 19,000.00 19,000.00 of NINETEEN THOU o ars. 39 Provide City notification signs for the lump 1 L.S. sum rice of ONE THOUSAND— dollars. 1,000.00 1,000.00 Project survey for the lump sum price of 40 FOUR THOUSAND dollars. 1 L.S. 4,000.00 4,000.00 r Off-street storage of equipment and materials 41 for the Jump sum price of NINE HUNDRED-- 1 L.S. 900.00 900.00 dollars. r r r C r 1 13 i CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of ORANGE On JAN. 28, 2010 beforeme, YOLANDA LUJAN — NOTARY PUBLIC (Here insert name and title of the officer) personally appeared DENNIS W. COPP—PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) isAwe subscribed to the within instrument and acknowledged to me that helel eMwy executed the same in hisAeer*w authorized capacity(ies), and that by his/herMwir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ennee+ooaeeneoee.os.eo.nan.000e.eonoe.00A YOLANDA LUJAN COMM#1686755 m WITNESS my hand and official seal. W NOTARY PUBLIC-CALIFONNIA 9 - Q ORANGE COUNTY ,. My Commission EzDires AuO.7,2010 w eaeeeneeneeenena:»eeeeeeeesseeo Siof Public (Notary Seal) ADDTPIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETING THIS FORM Any acknowledgment completed in CaVierna mum contain verbiage evnedy ar DESCRIPTION OF THE ATTACHED DOCUMENT appears above in the tummy secam or a separate acAnowledgment faun mart be properly completed and attached to that document The may exception it if a NON—COLLUSION AFFIDAVIT document is to be recorded outside ofCahfornta In such immures,any aherminfve Critic in description of attached document) acknowledgment verbiage m may be primed an such a document ser long ar the verbiage does not require rhe rotary to do something that it illegal fm a mommy in CITY OF SAN JUAN CAPISTRANO Cafes(Le certJymg the audicrsed cripacay of the sigun)) Please check the (Title or description of attached document continued) document caratidlyforproper notarial wording and attach thisfmm if required Number of Pages 1 Document Date 1 28 10 a slaa:and County information must be the State and County where the document signer(s)personally appeared before the notary public for s kaowledgment PAVEMENT REHABILITATION IMPROVEMENT - �ofmtmationmust bethe dam that the sigtes(s)personalyappeared which must also be the same date the acknowledgment is completed. (Additional information) a The rotary public must print his or her name as it appears within his or her commission followed by a comms and then you title(notary public). • Print the names)of document signers) who personally appear at the time of notarization CAPACITY CLAIMED BY THE SIGNER a Indite the correct singular or plural forms by crossing off incorrect form(i.e. ❑ Individuals hdsheAhey;is hare)incitclingthe correct fours.Failure m correctly i si icatethis � ) information may lead to rejection of document recording. ® Corporate Officer a The notary seal impression must be clear and photographically reproducible. PRESIDENT Impression most not cover tom or lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment four ❑ Partner(s) a Sil;nahae of the notary public mast math the sig store on file with the office of the ❑ Attorney-in-Fact O countyclerk. Additional information is not required but Gadd help to ensure this ❑ Trustee(s) acknowledgment is mot misused or attached to a different document ❑ Other, 4 Indicate title or type of attached document,number of pages and date. a Indicate the capacity claimed by the signer.If the claimed capacity is a corporate officer,indicate the title(i.e.CFA,CFO,Secretary). • Securely annex this document to the signed document 2009 version CAPA v12.10.07 900-873-9865 www.NotaryClasses.com IT NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY C BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. County of ORANGE ) DENNIS W. COPP being first duly sworn deposes and says that he is PRESIDENT of COPP CONTRACTING, INC. , 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 bidder in this general business. DATED: JAN. 28, 2010 SIGNATURE DENNIS W. COPP - P SIDENT On this the day of 2010,before me,the undersigned,a Notary Public 1 in and for said State, personally appeared , personally known to me/proved to me on the basis of s factory 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 14 C CDESIGNATION 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 Nhich 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 (PARTIAL) 1. (140 & #40 C.E.S.M. INC 6771 2131 REDELL AVE. MONROVIA 626-3596250 (PARTIAL) 2. 1111,1112 & 1111,1112 C.L. CONCRETE 488722 C8 1035 W. GLADSTONE ST,AZUSA 6263348311 (PARTIAL) 3. 1138 & 1138 TRAFFIC CONTROL ENG. 231 IMPERIAL RWY.#241,FULLERTON 71444760 (PARTIAL) 4. 1142 & 1143 AMERICAN ASPHALT SO.784969 A P.O. BOX 310036,FONTANA 909-4278276 6269675790 5. 8,9,10,8&9(PARTIAL) RAMIREZ CONSTR. 683241 C61 D64 656 E. SANBERNADINO 3A 38 SC. 3D L i���(! CGL, PLfi+ivd, I / 6. 3A,36 3C� y t S�Soa q. LzS l�U.A,4/A, y' c,✓ LsGq7 vaim 714 ' 7. S s .S 757 s-ei4 r-3 z-- )0* -3'L floor- zl." [w„+t kf3 a g 11-.S^ 13 ,I Iia, 34 C'4M [,4( kljs4a..c- 8l 4' 8. 73 zge,( r— 3r.-2 COPP CONTRACTING, INC. BIDDER'S NAME BY: AUTHORIZED SIGNATURE DENN COPP-PRESIDENT 15 1 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, Copp Contracting. Inc. as PRINCIPAL, and Contractors Bonding and Insurance Company as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. ** Ten percent(10%)of the total amount of the bid THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated January 28,2010 for the construction of: Pavement Rehabilitation Improvement Plans- ESPL 5372(012)(CIP#1 19) for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) 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 said 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 to remain in full force and effect. 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, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Executed this 14th day of January 20 10 , at 23461 South Pointe Drive, #240, Laguna Hills , California. BB-1 CALIFORNIA ALL-PURPOSE CERTIFICATE OF ACKNOWLEDGMENT State of California County of ORANGE On JAN. 28, 2010 beforeme, YOLANDA LUJAN — NOTARY PUBLIC (Here insist name and title of the offim) personally appeared DENNIS W. COPP — PRESIDENT OF COPP CONTRACTING, INC. who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) isAww subscribed to the within instrument and acknowledged to me that he%oheAllwy executed the same in his4w*41heip authorized capacity(ies), and that by his/herAheir signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. ' emc.am+0000meeommesomeemamoaoo�»oormoomoom YOLANDA LUJAN WITNESS m hand and official seal. COMM*7686755 D y W NOTAflY PUBLIC-CALIPoRIA Q ORANGE COUNTY My Commission Fxpires Aug.7,2010 ggqqqeemqm lmq(rmO.P,r, ug 2010 O Smotary Public (Notary Seal) oW ADDITIONAL OPTIONAL INFORMATION INSTRUCTIONS FOR COMPLETTNG THIS FORM Any DESCRIPTION OF THE ATTACHED DOCUMENT app eled n the comnoku y stedrin�or a separate mast contain verbiage exactly as appear notary pmae acMowledgmenv font must be properly completed and alladmd to that docimant 77m only euepaim is ija BIDDER'S BOND docamed is to be recorded outside of Calijarda In such mumrces,try alternative (Title or description of attached document) acknowledgment verbiage as may be printed on such a document so long as the verbiage does not require the+navy to do something thin it dlegal jor a notary in CITY OF SAN JUAN CAPISTRANO California(.e.cotjyreg the amhonzed capacity of the signed, please check the (ritle or description of attached documentcontinued) doatoment emejdlyjorpropernotarid wording andatach thujmm if required Number of Pages 2 Document Date 1 28/10 q State and County mfhanatam must be the Sae and Couaty what the document Signe i(s)personally appeared before the notary public for acknowledgment PAVEMENT REHABILITATION IMPROVEMENT q mustalso of�°����v„l��si is completed. (Additional lty appeared which acknowledgment Is completed. (Additional information) q The notary public must print but or her name as it appears within his or her cominumon followed by a cone a and than your title(notary public). • Print the name($)of doament signe(s) who personally appear at the time of notarization. CAPACITY CLAWED BY THE SIGNER q hndicne the correct singular or plural£onus by crossing off incorrect forms(i.e. ❑ Individual(s) lWilan nay-is/ars)in circling the correct forms.Failure to correctly indicate this information may lead to injection of docurrant recording. M Corporate Officer a The notary seal impression must be clear and photographically reproducible. PRESIDENT Impression must out covin ted m lines.If seal impression smudges,re-seal if a (Title) sufficient area permits,otherwise complete a different acknowledgment form ❑ Partner(s) • Signature of the Wary public trust,catch the signature on file with the office of ElAtu7 -in-Fact the county clerk. meY O Additional information is not mquhed but could help to ensure this ❑ Trustee(s) acknowledgment a not misused or attached to a different document ❑ Other 4 Indicate title or type of attached dot um su4 number of pages and date. O Indicate the capacity claimed by the signer. If the canned capacity is a corporate officer,indicate the title(i.e.CEO,CFO,Secretary). • Securely attach this document to the signed document 2OOa Version CAPAvl2.10.07800-973-9865 www.NoaryClasses.Wm Copp Contracting, Inc. Principal By: DENNIS W.�COPP Title: PRESIDENT Contractors Bonding and Insurance Company Surety By: Matthew J.Coats Title: Attorney in Fact (Notarization and Seal) Approved as to form: Omar Sandoval, City Attorney BB-2 \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\may CALIFORNIA i ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Orange JAN 14 201 i On before me, Adelaide C. Hunter, Notary Public (insert name and title of the officer) personally appeared Matthew J. Coats j jwho proved to me on the basis of satisfactory evidence to be the person(s)whose names)is/are jsubscribed to the within instrument and acknowledged to me that hefshefthcy executed the jsame in his/lm Ahch authorized capacity(ies),and that by hisfherftheir signature(5)on the jinstrument the person(s),or the entity upon behalf of which the person(s)acted,executed the j instrument. j jI certify under PENALTY OF PERJURY under the laws of the State of California that the j jforegoing paragraph is true and correct. j WITNESS my hand and official seal. ADELAIDE C.HUNTER Commission*1808793 u Notary Public-California j Signature� i Orange County My Comm.Expires Aug 8,2012 66B o°i^i�✓'°° "i°r^<�>°O•�pa�➢ea°Ae°e° °°°�O O°�°O➢°:oq°u°O°i_°e�tia°'a�°e a°O°➢qo^a°o°^O°>$���°j°°O°e oe��°j➢jade➢sa�.avoso�ev a°����gea'q<0°6 °Die�B�o�°a nolee a e°o°e'°p°i a e°a°e°s oc'�oj➢y i°^°uo ji�apoe°➢ea a io+ti➢e➢°E°epee ee�igp°00�➢p°p° q3°Oo^p°q 3➢6E0➢ ^ � ➢OS➢a6 e� °0000° c °➢•400 a� ➢➢a OOe 00 0 4°100000°o a°OOe°0°°< O OOOGO°� ➢°°0�° pOOOpi°°e °0°0°0• pOd00°0 0 9°p0 ee° ➢O�oea° eP1 p°° °➢ Oo a^i °°➢°1P-000°-'°0000°a ° SPOCO°° 3°°000009°a °oo00P«00°e aeSae6609 p �° POe°�°3➢ 9eea..o°°°e° °pe°�acC eso^�vpEe pe°p.�n°Op➢° p9e0�e°°aee °900°�iq° 9 � uadE n°0➢ 9 P°° 0 p'0° 0q�➢ °P i1 °e 09�➢➢ 9➢°�Sd0000LOS9°xpCi RO°p°06pa✓i3➢e0lcee gs,QOiR^Oi°0 p°•�p10e OPOP 0999.d➢°OOPePp°?e.og0°°SSe6C �°O0< Ipl a eoiP14<PPoo °atVilOifidP°•°iVPkOPopdp°vvP1?Hifid9`°$vikP91Sio9°`r1P199F9Pd`7°'"eiilPii19o9°',oitt:p4PPvo"oriff9PP4$9° ivPjt?Hpa9"oVikf9ppide°'vo11i4P4Pde"°aV9V>PfPP`e�''<��I�I) ➢°p ave°e�>:d ^e'ee °ga°pa tis- o pe°0°q°° 5°➢➢➢°`�� 1 1 1 i 1 1 e t 1 i _'e eoq°0>° gegpOgaeve s o e:�p0e,0 efl"6e READ CAREFULLY - to he used only ivith the board specs ied herein ?�ijll °e°levesecurity paper . red ink and bears the seal of Contractorsand insurance Company o geesoge The original document contains a watermark with the letters"cbic"embedded in the paper rather than printed upon it.The, ..4 '.1id only if the bond is executed on or before the date indicated above. �IEre' ��iII oQ eaa°o and appoint the following: eO➢0eeo KNOW ALL MEN BY THESE PRESENTS, that the Conpany does hereby make, constitute �I!!1•° - -TIMOTHYD. RAPP, MATTHEWDOUGLAS '!VIII °0e➢co.°oe --knowledge and deliver behalf _ all bonds and undertakings of suretyship given for any purpose, provided, however, that no :oepe°e such person shall 04000 . : authorized to execute and deliver any bond or thereofundertakinthat shall obligate the Conipany for any portion of the penal sum < 4. excess of $10,000,000, and provided, further, that no Attorney-in-Fact shall (j = have the authority to issue a bid or proposal bond for required: contract is awarded, any bond or undertaking would be any project where, if a "11 °CgOghpl000; =4 (2) consents, releases and other similar _ required _ undercontractbonded ° _ underDirectors — oP�00�q : appointment is made = l °q4C b�e a ➢O�oeega�q 8�3� . 1 _i ➢�a09 a e➢P 0➢ e•sa•0°9°1 o°° 1 1 / r. . � 1 ae•°e 0900° eq s ^e b�eq Oq EO°°°0 a Ate' 4e°e0p ase➢eA — / b•n°g0ep°q °t add°d°dddso°e °eadpd°d°eodeE`o, saeddd!!da° Qdl+ddlEB+b poddddS!!ee dddddeA,glEe ° dfddbFFe°a.°;dddd'i°El�a.pgddlid9Flde ePdd4ddEdc°_9 4dddPkle➢ sdddddddk°° °d ° p.��e e°e°e°�C3^ ^o^0000°^.•^a°o➢eeo.°:-p,p.^➢e4°S�a°asge pAe?eta➢e,....q°°°ao°°°°➢^ 0000°o°°'o°>° qa°o°°°^^➢Pe° ` °^e°i°e i<4�•� i°ee3°.'8^ i°°°e°qe°e°°^ ^°.°°eq°A'e°e.8^.°°°°°e°e°e°a°➢'BL°,;d0>n1F,dee°ee8,,:peI�II 0°404�0wed$ °°°°o°e e 8e° °aI0°•o°e°° ➢ao a$+^➢,.�'° 0830 ae`+.•r�° �'+'s"✓.�°� 'a8�:.�^e e'a++:'re d+' s o"..��vo ee°�'�.i'� e���:oe °;+�::oe<eq➢ qaP Certificate of Appointment and Resolution of the Board of Directors the[lndersi2ned PI'C,Idrat and Secrcliff of (bnt rector, Bondink�and Inwruncc( ompun\ hrrebV cerlik thin the President has appointed the At lot lick,(,)-in-I act I(tell liGcd on the tient side of this pococroI attornUN,under and by the ituthoi it,, of the follow 1 l I ei oI(ittons adopted hs IItc Board of I)ircctor, of('onlntrtoi, Bondine and III,itIiI ICC ( ontpdm of .i nisung duh held on Deck:Ill bcr IS. 1993: RI Strl A'I I). Ilial lhf ( I O. Rc,idcnL ( I an•, Aie_ Prc�Idc'�u. SrcIcf.ns I .mc A„i,t.inI lc eI 'UHv, uud am other cogt6t, cit,m;nl,c,pccuic.Ilh aolhot vat b, a p.m,c ular hn,ir(t I" ohihol)l het eal(,.I ' \u(hnnccd Olficc r or l.titploycc") r int .Ill)" ill inion icf Ill,X%ill i.iuthol P, J' d� u nit:Il ll� It:ill'11MIC;1tc'.i,lcni i u_ILL .IhiOinllwlll ut Cd,1) rt,r. ter and u❑ behaih ul !Le ( ompaun, to . ,seat,.iod dell,rt .mel IJ 1; 01, ,ail o; 16e t ontpttm In build,,. utiderml,ut_,.regio":11 ion,es.Mod Ill(Ah abli;,wrnu.of til 11.mei,:unci:ut( \Whon;ci l()iiie.r Of I lnhlnr cc gill, I'CIII0vr HO [lett ol(oilln-in-ILci „rjcnland :wV power of xliolitc( prc,,iou,b 2milicd to ,ueh rrl-,on. RISOI A ID ] L,RlI II:R. th;u ❑n) bond, undertaking, rccoenv.m cc, (,I ,uIcly IIlp obii;ganon shall be (and and bifidiug upon the ( otitpan�: (i} whdn ,i•mcdh( tile .Aulhoriccd Oflicct of lnq,lm.cc. °.. :n;Cl.'�l .nu! ,rued tilu ,cal hr Icqulrrd f: or tri) a hc,t ,i_-lied h,, the AuthotiicJ Otlhcr of i mpla(.:.. :.lid rnunb_ni ncd :ntd srtdzd (it I ,cul 6c tryuirc(I) by a dely uulhoticcd oI of f ill t Mien duk c,cculc(I and ,cillcd t f l a ,rel be rcyuircd) br one or more nlavncys-in Lacs or:runf, pur,uinl to and within the Gnat, of tuuhoriq c,ldenecd by the power ofauol lice fsdued b\ the ( ontpam to such prnon or perxm,. RI-SOLA 1 1) 11 10,1111 R, thal the siguaturr of um Aat1l0IJ1Cd OI(iceror i.nlploi,ee end the seal of tile Company fimv be affixed by lac,ufide to sin powentf shameV or errtilicalloll lhrreol authorinng the execution:Ind deli,,cry of any bond. undenal.inr, t'Ceau1111illiCe. or other surelv,hip obkealions (,I file ( ontpanv (unlr,s odlcm ,c sperfficcl in the power of alkMnte, inclfl: olid vlch ,ir•nulure and ,cul when ,o u,ed ,hull hu(c the ,sine fnreC and ellcct a, Ihough minually atli\dd. RI S(11 A'I.D PI kIIII.R, that all prc(ious resolution, of tLc Beard of Dficclon conccnting po(vcr,, ohauorney and aflornc„-m klcl remain ut (LII three and effect lhei all lofllu of powrn of nuomry prev iou,kor in the Miure appntced Ill the Board .,L DII cc ton. ncludillu"b l not llmilcd lo. m,called "fity or l:.cainulc pew(•r,oh Winniev here lhr cnlirc Itov:n ofallorlei, I,a taco Hole.finmin ut Blit lurce and etfceC and 11111 enc Ihrnt ofo pow er of attof nev Inav be uuacked it,o[lc hond t lou cx:mlplc. til, Ibnn Ibr w Licit Ihi, resnlutioll u a pv 1 ni:n be attached u> it Illd hond),and another form "i poucl of aunmey lila) he alidehcd to eaotIIcI h„n.i t tut rxanIll I.s fity power of atlonIc, magi he auachAt to the final band !hr a prolcel lot v,,Mich the d.fcrenl to ill, of pov.cr wa, 11:a, 'k let the hid handl without utfi Lune the �uLdik of cilller power of allolw� ,I "'Ill. IN WI IN I YS \WIII�R1 01, ( onttaclot, Rondute and Insurance Cufnpom ha, euncd thele present, to he signed by if, president and ,rr relun.rind ib corporotc,e,d to be hereunto ofi,led fill, 13111 da,, of .Iune_ '_(1117. �UJn,IrAi n,Pr<,IJcm �Awell'. It_KrA I�lun(1.,cera an S1alc of AF:nhmpum ( ounn of line Un JLIne 13. ?007 beIoie tile. Brenda 1 ScotI Nomry Public, put.onalh oppcercd Don Sirkin and R. Kirk fil:md personally known to file to be the persons w ho,c 11unte, arc sub,rribed 10 1 h w ilhin nutnuuCII l,end acknuw Iedped to me ill that thev exccr,md Ila sonic in ihcit mIIhoI l/cd capacIIICs and that by I licir ,IvnauI res tke entity upon behalf of«Lich the, ucled cxeculal the \\'I I tiISS m( hand andel olticiai lest. �SAira.SCO o UUU o 'i1g118 tLIIC _ _ t ND ARY ZZ Ri ends L,coq.ADion Pui,l;. ��a:• �DLIG a2C� -10 OS 90.... 1(, PWA r ' Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment C (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICHARE A PART OF THIS PROPOSAL) r EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION r r The bidder COPP CONTRACTING, INC. proposed subcontractor hereby certifies that he has X , r has not_,participated in a previous contract or subcontract subject to the equal opportunity clauses, as required r by Executive Orders 10925, 11114, or 11246, and that, where required,he has filed with the Joint Reporting r Committee,the Director of the Office of Federal Contract Compliance,a Federal Government contracting or r administering agency,or the former President's Committee on Equal Employment Opportunity, all reports due r under the applicable filling requirements. 1 1 ' Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of r Labor(41 CFR 60-1.7(b)(1)),and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts,which are subject to the equal opportunity clause. Contracts rand subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. r (Generally only contracts or subcontracts of$10,000 or under are exempt.) r Currently, Standard Form 100 (EEO-1)is the only report required by the Executive Orders or their r implementing regulations. r Proposed prime contractors and subcontractors who have participated in a previous contract or r subcontract 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 contracts and subcontracts unless such contractor submits a r report covering the delinquent period or such other period specified by the Federal Highway Administration or by the Director, Office of Federal Contract Compliance,U.S.Department of Labor. r r r r r r r IFK- l7 Page 12-79 r LPP 01-04 March 15,2001 r r EXHIBIT 12-E Local Assistance Procedures Manual Attachment C PS&E Checklist Instructions `V ♦ O� V� �5 �r Page 12-80 - March 15,2001 LPP 01-04 i Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment E DEBARMENT AND SUSPENSION CERTIFICATION TITLE 49,CODE OF FEDERAL REGULATIONS,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,partner, director, officer, and manager: • Is not currently under suspension, debarment,voluntary exclusion, or determination of ineligibility by any federal agency; ' • Has not been suspended,debarred, voluntarily excluded or determined ineligible by any federal agency within the past 3 years; • Does not have a proposed debarment pending; and • Has not been 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. ' If there are any exceptions to this certification, insert the exceptions in the following space. NONE ' Exceptions will not necessarily result in denial of award, but will be considered in determining bidder responsibility. 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 Proposal on the signature portion thereof shall also constitute signature of this Certification. Page 12-53 1 LPP 01-04 March 15,2001 1 1 EXHIBIT 12-E Local Assistance Procedures Manual Attachment E PS&E Checklist Instructions `V ♦ O� V� V Page 12-84 March 15,2001 LPP 01-04 I CLocal Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions Attachment F NONLOBBYING CERTIFICATION FOR FEDERAL-AID CONTRACTS The prospective participant certifies,by signing and submitting this bid or proposal,to the best of his or her knowledge and belief, that: (1) No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any federal contract,the making of any federal grant,the making of any federal loan,the entering into of any cooperative agreement,and the extension,continuation,renewal, amendment, or modification of any federal contract, grant, loan, or cooperative agreement. I (2) If any funds other than federal appropriated funds have been paid or will be paid to any person for influencing or attempting to influence an officer or employee of any federal agency, a Member of Congress, an officer or employee of Congress,or an employee of a Member of Congress in connection with this federal contract, grant,loan,or cooperative agreement,the undersigned shall complete and submit Standard Form-LLL, "Disclosure of Lobbying Activities," in accordance with its instructions. This certification is a material representation of fact upon which reliance was placed when this transaction was made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction imposed by Section 1352,Title 31,U.S.Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. The prospective participant 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. C I 1I f I rQ-la I Page 12-55 LPP O1-04 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment F - PS&E Checklist Instructions `V ♦ O� V� V Page 12-86 March 15,2001 LPP 01-04 1 1 EXHIBIT 12-E Local Assistance Procedures Manual Attachment G PS&E Checklist Instructions INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure form shall be completed by the reporting entity, whether subawardee,or prime federal 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 Member of Congress an officer or employee of Congress or an employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additional information if the space on the form is inadequate. Complete r 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. 1. Ideniify 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 classification of this report. If this is a follow-up report caused by a material change to the information previously reported, enter the year and quarter in which the change occurred. Enter the date of the last, previously submitted report by this 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 known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee,e.g.,the first subawardee of the prime is the first tier. Subawards include but are not limited to subcontracts,subgrants and contract awards under grants. 5. If the organization filing the report 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. 6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example,Department of Transportation, United States Coast Guard. 7. Enter the federal program name or description for the covered federal action(item 1). If known, enter the full Catalog of Federal Domestic Assistance(CFDA) number for grants,cooperative agreements, loans and loan commitments. 1 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 Bid(IFB)number,grant announcement / number, the contract grant. or loan award number,the application/proposal control number assigned by the federal agency). Include prefixes, e.g., "RFP-DE-90-001." 9. For a covered federal action where there has been an award or loan commitment by the Federal agency, enter the federal amount of the award/loan commitments for the prime entity identified in item 4 or S. 1 10. (a)Enter the full name,address, city, State and zip code of the lobbying 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(MI). 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 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 in-kind contribution, specify the nature and value of the in-kind payment. 13. Check the appropriate box(es). Check all boxes that apply. If other,specify nature. Page 12-88 CMarch 15,2001 f LPP 01-04 � �I Local Assistance Procedures Manual EXHIBIT 12-E PS&E Checklist Instructions - - Attachment G DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: FAI a. contract FAI a. bid/offer/application FAI a. initial b. grant b. initial award b. material change c. -cooperative agreement c, post-award d. loan For Material Change Only: e. loan guarantee year_ quarter £ loan insurance date of last report 4. Name and Address of Reporting Entity 5, If Reporting Entity in No.4 is Subawardee, Enter Name and Address of Prime: MPrime 11 Subawardee N/A Tier ,if known COPP CONTRACTING, INC. Congressional District,if known Congressional District,if known 6. Federal Department/Agency: 7. Federal Program Name/Description: CITY OF SAN JUAN CAPISTRANO CFDA Number,if applicable S. Federal Action Number,if known: 9. Award Amount,if known: 10. a. Name and Address of Lobby Entity b. Individuals Performing Services (including (If individual,last name,first time,MI) - address if different from No. 1Oa) (last name,first name,MI) NONE NONE (attach Continuation Sheet(s)if necessary) 11. Amount of Payment(check all that apply) 13. Type of Payment(check all that apply) $ 0 actual planned a. retainer b. one-time fee 12. Form of Payment(check all that apply): C. commission 8 a. cash it. contingent fee b. in-kind; specify: nature N/A e deferred value N/A f. other,specify NONE 14. Brief Description of Services Performed or to be performed and Date(s)of Service,including officer(s),employee(s),or member(s)contacted,for Payment Indicated in Item 11: NONE (attach Continuation Sheet(s)if necessary) - 15. Continuation Sheet(s)attached: Yes 11 No 16. Information requested through this form is authorized by Title 31 U.S.C.Section 1352. This disclosure of lobbying reliance Signature: _ iz/L was placed by the tier above when his transaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. Print Name: DENNIS W. COPP 1352. This information will be reported to Congress semiannually and will be available for public inspection. Any PRESIDENT person who fails to file the required disclosure shall be subject Title: to a civil penalty of not less than$10,000 and not more than $100,000 for each such failure. Telephone No.: 714-522-7754 Date: Authorized for Local Reproduction Federal Use Only: Standard Form-LLL Standard Fam LLL Rc .09-12-97 Page 12-57 LPP 01-04 March 15,2001 -IffIg Local Assistance Procedures Manual Exhibit 15-G1 Local Agency Bidder UDBE Commitment(Construction Contracts) Exhibit 15-G1 Local Agency Bidder UDBE Commitment (Construction Contracts) NOTE: PLEASE REFER TO INSTRUCTIONS ON THE REVERSE SIDE OF THIS FORM AGENCY: CITY OF SAN JUAN CAPISTRANO LOCATION: SAN JUAN CAPISTRANO PROJECT DESCRIPTION: PAVEMENT REHABILITATION IMPROVEMENT PLANS ` TOTAL CONTRACT AMOUNT:$ ID DATE: JAN. 28, 2010 - IDDER'SNAME: COPP CONTRACTING, INC. CONTRACT UDBE GOAL: 7 ONTRACT M OF WORK AND DESCRIPTION Cent.No.of UDBE AME OF UDBEs DOLLAR AMOUNT ITEM NO. R SERVICES TO BE AND EXPIRATION Must be certified on the date bids DBE C UBCONTRACTED OR MATERIALS ATE e opened-include UDBE O BE PROVIDED dress and hone number 12 12&43 HAULING MATERIAL 2012 31390 C.P.R. .TRUCKING 8000.00 12825 ARROYO ST. / SYLMAR, CA 91342 818-837-8333 38&38 TRAFFIC DETOUR PLANS 1339 EXP, 011rRAFFIC CONTROL ENG. 6000.00 231 IMPERIAL HWY,241 FULLERTON CA 92835 36 & 36 LOOPS 38033 714-4476077 TRAFFIC LOOPS 21 460.0 1= 946 EMERALD ANAHEI 7145204026 1 -lo o.C- 000 L ; �. For Local Agency to Complete: Total Claimed Local Agency Contract Number: Federal Aid Project Number: Federal Share: % Contract Award Date: FLocal Agency certifies that all information is complete and accurate. C Sign t er DENNIS W. r PRESIDE PrintOPP Name Signature Date Local Agency Representative JAN. 28, 2010 714-522-7754 Dale (Area Code)Tel.el.No.No. (Area Code)Telephone Number: For Caltrans Review: DENNIS W. COPP Person to Contact (Please Type or Print) (, Print Name Signature Dme Caltrans District Local Assistance Engineer Local Agency Bidder-UDBE Commitment(Rev 3/09) Distribution: (1)Copy—Fax or scan a copy to the Caltrans District Local Assistance Engineer(DLAE) within 15 days of award. Failure to send a copy to the DLAE within 15 days of award may result in de-obligation of funds for this project. (2)Copy —Include in award package to Caltrans District Local Assistance (3)Original—Local agency files Page 15-31 LPP 09-xx �' �J� March 27,2009 ' Exhibit 15-G1 Local Assistance Procedures Manual Local Agency Bidder UDBE Commitment(Construction Contracts) INSTRUCTIONS - LOCAL AGENCY BIDDER UDBE COMMITMENT (CONSTRUCTION CONTRACTS) (Revised 03109) ALL BIDDERS: PLEASE NOTE: It is the bidder's responsibility to verify that the UDBE(s)falls into one of the following groups in order to count towards the UDBE contract goal: 1)Black American; 2)Asian-Pacific American; 3)Native American; 4)Women. This information maybe submitted with your bid proposal. If it is not, and you are the apparent low bidder or the second or third low bidder,it must submitted and received as specified in the Special Provisions. Failure to submit the required UDBE commitment will be grounds for finding the proposal nonresponsive MUDBE is a firm meeting the definition of a DBE as specified in 49 CFR and is one of the following groups: 1. Black American ' 2. Asian-Pacific American 3. Native American 1 4. Women The form requires specific information regarding the construction contract: Agency,Location, Project Description, Federal Aid Project Number(assigned by Caltrans-Local Assistance), Total Contract Amount, Bid Date,Bidder's Name, and Contract Goal. The form has a column for the Contract Item Number(or Item No's)and Item of Work and Description or Services to be Subcontracted or Materials to be provided by UDBEs. The UDBE should provide a certification number to the Contractor and expiration date. The form has a column for the Names of UDBE contractors to perform the work(who must be certified on the date bids are opened and include the UDBE address and phone number). Enter the UDBE prime's and subcontractors' certification numbers. Prime contractors shall indicate all work to be performed by UDBEs including, if the prime is a UDBE,work performed by its own forces. IMPORTANT: Identify all UDBE firms being participating in the project regardless of tier. Names of the First Tier UDBE Subcontractors and their respective item(s)of work listed should be consistent, where applicable, with the names and items of work in the "List of Subcontractors" submitted with your bid. Provide copies of the UDBEs' quotes, and if applicable, a copy of joint venture agreements pursuant to the Subcontractors Listing Law and the Special Provisions. There is a column for the total UDBE dollar amount. Enter the Total Claimed UDBE Participation dollars and percentage amount of items of work submitted with your bid pursuant to the Special Provisions. (If 100% of item is not to be performed or furnished by the UDBE,describe exact portion of time to be performed or furnished by the UDBE.) See Section "Disadvantaged Business Enterprise (DBE),"of the Special Provisions (construction contracts); to determine how to count the participation of UDBE firms. Exhibit 15-G (1)must be signed and dated by the person bidding. Also list a phone number in the space provided and print the name of the person to contact. Local agenciesshould complete the Contract Award Date and Federal Share fields and verify that all information is complete and accurate before signing and sending a copy of the form to the District Local Assistance Engineer within 15 days of award. Failure to submit a completed and accurate form within the 15-day ft time period may result in the de-obligation of funds on this project. CDistrict DBE Coordinator should verify that all information is complete and accurate. Once the information has been verified,the District Local Assistance Engineer signs and dates the form. Page 15-32 ,March 27,2009 LPP 09-xx ' Local Assistance Procedures Manual Exhibit 15-G2 Local Agency Bidder DBE Information (Construction Contracts) Exhibit 15-G2 Local Agency Bidder DBE Information (Construction Contracts) (Inclusive of all DBEs including the UDBEs listed at bid proposal) NOTE: PLEASE REFER TO INSTRUCTIONS ON THE REVERSE SIDE OF THIS FORM AGENCY:CITY OF SAN JUAN CAPISTRANO LOCATION: SAN JUAN CAPISTRANO r PROJECT DESCRIPTION: PAVEMENT REHABILITATION IMPROVEMENT PLANS TOTAL CONTRACT AMOUNT:$ m DATE: JAN. 28, 2010 BIDDER'S NAME: COPP CONTRACTING. INC. ' ONTRACT ITEM OF WORK AND DESCRIPTION DBECert.No. NAME OF DBEs DOLLAR AMOUNT ITEM NO. R SERVICES TO BE AND EXPIRATION (Must be certified on the date bids DBE ' UBCONTRACTED OR MATERIALS DATE are opened-include DBE address O BE PROVIDED and phone number ' 1 &4 HAULING MATERIAL 20121131390 C.P.R. TRUCKING 8000.00 r 12825 ARROYO ST. 1 SYLMAR, CA 9134W2- 818-837-8333 13 2818-837-8333 TRAFFIC DETOUR PLANS 1339EXP.2011 TRAFFIC CONTROL ENG 6000.00 231 IMPERIAL 11241 FULLERTON,CA 92835 714-447-6077 36 & 36 LOOPS 38033 TRAFFIC LOOPS 21,460.00 946 EMERALD ANAHEI C Si.L 7145204026 For Local Agency to Complete: Total Claimed Local Agency Contract Number: Federal Aid Project Number: Federal Share: Contract Award Date: Local Agency certifies that the DBE certification(s)has been verified and all information is complete and accurate. Signature IS W. PP PRESIDENT rint Name Signature Date JAN. 28 2010 714-522-7754 ocal Agency Representative Date (Area Code)Tel.No, Area Code Tele hone Number: DENNIS W. COPP or Caltrans Review: Person to Contact Please Type or Print) Print Name Signature Date --] Caltrans District local Assistance Engineer Local Agency Biddtt DBE Information(Rev 3/09) i Distribution: (1)Copy—Fax or Scan a copy to the Caltrans District Local Assistance Engineer(DEAF) within 15 days of contract execution. Failure to send a copy to the DLAE within 15 days of contract execution may result in de-obligation of funds for this project. (2)Copy —Include in award package to Caltrans District Local Assistance (3)Original—Local agency files Page 15-32a LPP 09-xx F,3� March 27,2009 Exhibit 15-G2 Local Assistance Procedures Manual Local Agency Bidder DBE Information (Construction Contracts) INSTRUCTIONS -LOCAL AGENCY BIDDER DBE INFORMATION (CONSTRUCTION CONTRACTS) (Revised 03/09) SUCCESSFUL BIDDER: The form requires specific information regarding the construction contract: Agency, Location,Project fDescription, Federal Aid Project Number(assigned by Caltrans-Local Assistance), Total Contract Amount, Bid Date,Bidder's Name, and Contract Goal. The form has a column for the Contract Item Number(or Item No's)and Item of Work and Description or Services to be Subcontracted or Materials to be provided by DBEs. The DBE should provide a certification number to the Contractor and expiration date. The DBE contractors should notify the Contractor in writing with the date of the decertification if their status should change during the course of the contract. The form has a column for the Names of DBE certified contractors to perform the work(must be certified on the date bids are opened and include DBE address and phone number). Enter DBE prime and subcontractors certification number. Prime contractors shall indicate all work to be performed by DBEs including work performed by its own forces if a DBE. IMPORTANT: Identify all DBE firms participating in the project--including all UDBEs listed on the UDBE Commitment form(Exhibit 15G(1)),regardless of tier. Names of the First Tier DBE Subcontractors and,their respective item(s) of work listed should be consistent, where applicable, with the names and items of work in the "List of Subcontractors" submitted with your bid. There is a column for the total DBE dollar amount. Enter the Total Claimed DBE Participation dollars and percentage amount of items of work submitted with your bid pursuant to the Special Provisions. (If 100% of item is not to be performed or furnished by the DBE,describe exact portion of time to be performed or furnished by the DBE.) See Section "Disadvantaged Business Enterprise(DBE)," of the Special Provisions(construction contracts); to determine how to count the participation of DBE firms. Exhibit 15-G (2)must be signed and dated by the successful bidder. Also list a phone number in the space provided and print the name of the person to contact. Local agencies should complete the Contract Award Date,Federal Share, Contract and Project Number fields, and verify that all information is complete and accurate before signing and sending a copy of the form to the District Local Assistance Engineer within 15 days of contract execution. Failure to submit a completed and accurate form within the 15-day time period may result in the de-obligation of funds on this project. District DBE Coordinator should verify that all information is complete and accurate. Once the information has been verified, the District Local Assistance Engineer signs and dates the form. k 'age 15-32b March 27,2009 LPP 09-xx i 1 Exhibit 15-H Local Assistance Procedures Manual UDBE Information-Good Faith Effort participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate UDBE participation was made available to UDBE firms. C Items of Work Bidder Normally Breakdown of Items Amount Percentage Performs Item M Of (Y/N) Contract CRACKSEALING N ` M/H N STRIPING SURVEY N TRUCKING CONCRETE N D. The names, addresses and phone numbers of rejected UDBE firms, the reasons for the bidder's rejection of the UDBEs, the firms selected for that work(please attach copies of quotes from the firms involved), and the price difference for each UDBE if the selected firm is not a UDBE: Names, addresses and phone numbers of rejected UDBEs and the reasons for the bidder's rejection of the UDBEs: 626-4528658 (LOOPS) CALIFORNIA PROF. ENG 9316 MABEL AVE. SO. EL MONTE, CA 91733 HIGH QUOTE (LOOPS) LOOP MASTER INC 4740 E. BRYSON ST. , ANAHIEM CA 92807 7149203353 HIGH QUOTE (SURVEY) CL SURVEY 8401 WHITE OAK AVE I1113,RANCHO CUCAMONGA, CA 909484-4200 HIGH QUOT1 (SURVE,y r civ'G. , ivvir nenne.ine I{ocn' r, o� nn:,r,.e ns n, ten, coc nccoonn HIGH QUOTE Names, addresses and phone numbers of firms selected for the work above: C.E.S.M. INC 2131 REDELL AVE. MONROVIA, CA 91016 626-3596250 (SURVEY) (TRAFFIC- TRAFFIC CONTROL ENG 231 IMPERIAL HWY,11241,FULLERTON CA 92835 7144476077 I PLANS) E. Efforts made to assist interested UDBEs in obtaining bonding, lines of credit or insurance, and i any technical assistance or information related to the plans, specifications and requirements for r the work which was provided to UDBEs: f r NONE NEEDED F. Efforts made to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or related assistance or services, excluding supplies and equipment the UDBE subcontractor purchases or leases from the prime contractor or its affiliate: NONE NEEDED W4 G. The names of agencies, organizations or groups contacted to provide assistance in contacting, ` recruiting and using UDBE firms (please attach copies of requests to agencies and any responses r received, i.e., lists, Internet page download, etc.): Page 15-34 March 4,2009 -zj� LPP 09-xx 1 i Local Assistance Procedures Manual Exhibit 15-H UDBE Information -Good Faith Effort ( EXHIBIT 15-H UDBE INFORMATION—FOOD FAITH EFFORTS Federal-aid Project No. ESPL 5372(012) (CIP#119) Bid Opening Date JAN. 28, 2010 SAN JUAN CAPICTRANO The ( r ounty oto established an Under-utilized Disadvantaged Business Enterprise (UDBE) goal of 7 % for this project. The information provided herein shows that a good faith effort was made. i Lowest, second lowest and third lowest bidders shall submit the following information to document adequate good faith efforts. Bidders should submit the following information even if the"Local Agency Bidder—UDBE r Commitment" form indicates that the bidder has met the UDBE goal. This will protect the bidder's eligibility for raward of the contract if the administering agency determines that the bidder failed to meet the goal for various ` reasons,e.g., a UDBE firm was not certified at bid opening, or the bidder made a mathematical error. Submittal of only the "Local Agency Bidder — UDBE Commitment" form may not provide sufficient r documentation to demonstrate that adequate good faith efforts were made. ' The following items are listed in the Section entitled "Submission of UDBE Commitment" of the Special Provisions: ' A. The names and dates of each publication in which a request for UDBE participation for this project was placed by the bidder (please attach copies of advertisements or proofs of publication): Publications Dates of Advertisement DBE GOODFAITH INC. 1/19 - 1/28 AGC OF AMERICA 1/18 - 1/28 B. The names and dates of written notices sent to certified UDBEs soliciting bids for this project and the dates and methods used for following up initial solicitations to determine with certainty whether the UDBEs were interested (please attach copies of solicitations, telephone records, fax ' confirmations, etc.): C Names of Date of Follow Up UDBEs Initial Methods and ' Solicited Solicitation Dates PAYCO SPECIALTIES 1/20 1/20 DON'T THINK SO 1 CALIFORNIA PROFESSIONAL ENG. 1/20 1/20 SENT QUOTE DJP ENG. 1/20 1/26 CALL WILL NOT BID CL SURVEYING 1/20 1 26 CALL WILL FAX BID SUPER SEAL & STRIPING 1/20 1/26 NO ANS. LEFT MESSA E LOOP MASTERS 1/20 1/26 CALL.-WILL FAX BID ' MTK CONCRETE 1/201/26 CALL-NO ANS. LEFT ESSA. BETggCH CO�g gUCTION 7 EFT MESSA E ' TF�FFgG I,9 149 WTT�ecNt�a�v ICE PARAGON INDUSTRIAL COATING 1/20 NO BID PER JOYCE ' GLOBAL ROAD SEALING 1/20 WILL SENT PRICE ' C. The items of work which the bidder made available to UDBE firms, including, where appropriate, any breaking down of the contract work items (including those items normally performed by the bidder with its own forces) into economically feasible units to facilitate UDBE Page 15-33 LPP 09-xx Pjg March 4,2009 Local Assistance Procedures Manual Exhibit 15-H UDBE Information-Good Faith Effort rr1 Name of Method/Date Results Agency/Organization of Contact UNIFIED CERTIFICATION PROGRAM ON LINE 1/20 14 COMPANIES CONSTRUCTION WEB LINKS LINKS TO WEBSITE 3 SITES DBE & UDBE GOALS SANBAG SITE LINKS TO WEBSITE HOW TO CERTIFY H. Any additional data to support a demonstration of good faith efforts (use additional sheets if necessary): DOCUMENTS ATTACHED ' NOTE: USE ADDITIONAL SHEETS OF PAPER IF NECESSARY. 1` 1 E Page 15-34a LPP 09-xx - March 4,2009 1 Tow VW't M-/-W-W-W + - Local Assistance Procedures Manual - EXHIBIT 17-F Final Report of Utilization of Disadvantaged Businesses EXHIBIT 17-F FINAL REPORT UTILIZATION OF DISADVANTAGED BUSINESSES STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION LOCAL ASSISTANCE-FEDERAL-FINAL REPORT-UTILIZATION OF assesses, DISADVANTAGED BUSINESS ENTERPRISES(DBE),FIRST-TIER SUBCONTRACTORS -Revised loss CONTRACT NUMBER COUNTY LOCATION PROJECT DESCRIPTION FEDERAL AID PROJECT NO. ADMINISTERING AGENCY CONTRACT COMPLETION DATE (Forlocel agency to complete) S 5 DESCRIPTION OF OSE CERT. CONTRACT PAYMENTS FEDERAL SHARE$ CONTRACT WORK PERFORMED SUBCONTRACTOR NAME NUMBER 8 EXP. DBE DBE (NON- DBE DATE WORK DATE OF FINAL ITEM No. AND MATERIAL AND BUSINESS ADDRESS DATE NON-DBE DBE (MINORITY) MINORITY (MOITY COMPLETE PAYMENT 1 PROVIDED WOMEN) WIN.RN $ TOTAL PAYMENTS 5 $ 5 $ S ORIGINAL DBE COMMITMENT n good BE BE GOAL ATTAINMENT List all First Tier Subcontractors and all Disadvantaged Business Enterprises(DBEs)regardless of tier,whether or not the fines ware originally listed for goal credit.If actual DBE utilization(or item of work)was different than that approved atgme of award,provide comments on the back of the form. List actual amount paid to each of the DBE even if different than originally listed for goal credit. - CONTRACTOR/CONSULTANT REPRESENTATIVE'S SIGNATURE BUSINESS PHONE NUMBER DATE - RESIDENT PROJECT ENGINEERS SIGNATURE BUSINESS PHONE NUMBER DATE AGENCY Distribution: (1)Original plus one copy included in the Report of Expenditures-DLAE (2)Copy-Local Agency files _ Page 17-21 July 21,2004 LPP 04-07 ' EXHIBIT 17-Fr Chapter 17 Final Report of Utilization of Disadvantaged Businesses Project Completion Form CP-CEM 2402(F)(Rev. 08/04) FINAL REPORT-UTILIZATION OF DISADVANTAGED BUSINESS ENTERPRISES(DBE),FIRST-TIER SUBCONTRACTORS(FEDERALLY FUNDED PROJECTS) The form requires specific information regarding the construction project: Contract Number, County,Route,Post Miles,a box to check that the project is indeed a Federal Aid Project,the Administering Agency,the Contract Completion Date and the Estimated Contract Amount. It requires the Prime Contractor's name and Business Address. ' The focus of the form is to describe who did what by contract item numbers and descriptions, asking for specific dollar values of item work completed broken down by subcontractors who performed the work,both DBE and non-DBE work forces.DBE prime contractors are required to show the date of work performed by their own forces along with the corresponding dollar value of work. The form has a column to enter the Contract Item No (or Item No's)and Description of work performed or Materials provided, as well as a column for the Subcontractor's Name and Business Address. For firms who are DBE,there is a column to enter their DBE Certification No.The DBE should provide their Certification Number to the Contractor and notify the Contractor in writing with the date of the decertification if their status should change during the course of the project. The form has five columns for the dollar value to be entered for the item work performed by the subcontractor. . The Non-DBE Column is used to enter the dollar value of work performed for firms who are not certified DBE. The decision of which column to be used for entering the DBE dollar value is based on what Program(s)the firm is Certified. This Program status is determined by the Civil Rights Certification Unit based on ethnicity, gender, ownership and control issues at time of certification. The certified firm is issued a certificate by the Civil Rights Unit that states their program status as well as the firms Expiration Date. DBE Program status may be obtained by accessing the Civil Rights website(www.dot.ca.gov/ha/bep/1 and downloading the Calcert Extract or by calling(916)227 2207. Based on this DBE Program status,the following table depicts which column to be used: DBE Program Status Column to be used If program status shows DBE only with no DBE other programs listed If program status shows DBE SMBE DBE Minority If program status shows DBE SMBE, SWBE DBE Minority Women If program status shows DBE, SWBE DBE(Non-Minority Women If a contractor performing work as a DBE on the project becomes decertified, and still performs work after their decertification date, enter the total dollar value performed by this contractor on Form 2402(F)under the appropriate DBE Program Status(include all work performed after decertification)and complete and submit Form CEM-2403(F)as appropriate. Any comments to be made on the Form 2402(F)are to be explained on the reverse side of the Form. Indicate in the Comment section that Form CEM 2403(F)is being submitted. If a contractor performing work as a Non-DBE on the project becomes certified as a DBE enter the dollar value of all work performed as a DBE on CEM-2402(F)and CEM-2403(F). Any comments to be made on the Form 2402(F) are to be explained on the reverse side of the Form. Indicate in the Comment section that Form CEM 2403(F) is being submitted. There is a space provided on the CEM-2402(F)where the TOTAL is entered for these five columns. There is a column on the CEM-2402(F)to enter the Date Work Complete as well as a column to enter the Date of Final Payment, which is an indicator of when the Prime Contractor made the "final payment"to the subcontractor for the portion of work listed as being completed. The Original DBE Commitment area on the CEM-2402(F)is based on information at Award time of the project and is the total dollar value of those subcontractors listed at Award based on the above table. The CEM-2402(F)has an area at the bottom where the Contractor and the Resident Engineer sign and date that `1 the information provided is complete and correct. f k Page 17-22 July 21,2006 r 49, 2 LPP 06-03 1 ` 1 Local Assistance Procedures Manual EXHIBIT 12-E ` PS&E Checklist Instructions Attachment M 5-1, BUY AMERICA REQUIREMENTS. --Attention is directed to the"Buy America"requirements of the Title 23 United States Code,Section 313 and the regulations adopted pursuant thereto. In accordance with said law and regulations,all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States;with the exception that pig iron and processed,pelletized and r reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process for such steel and iron materials. The application of coatings, such as epoxy coating,galvanizing, painting, and any other coating that protects or enhances the value of such steel or iron materials shall be considered a manufacturing process subject to the"Buy America"requirements. G A Certificate of Compliance, conforming to the provisions in Section 6-1.07,Certificates of Compliance,of the Standard Specifications, shall be furnished for steel and iron materials.The certificates,in addition to certifying that the materials comply with the specifications, shall also specifically certify that all manufacturing processes for the materials occurred in the United.States,except for the exceptions allowed herein. The requirements imposed by said law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of such materials used does not exceed one-tenth of one percent(0.1%)of the total contract cost or $2,500,whichever is greater, The Contractor shall furnish the Engineer acceptable documentation of the quantity and value of any foreign steel and iron prior to incorporating such materials into the work. 1 1 Page 12-105 LPP 08-04 December 31,2008 FROM% - (MED)JM1 27 2010 13:01/ST. 10:DO/Ho.7600000022P 1 /j/ o ,r January 27, 2010 Cobb Contracting,Inc. P.O. Box 457 Buena Park,CA 90621 Fax No.: (714) 522-2074 Re: Pavement Rehabilitation Improvement Plans(CIP#119) City of San Juan Capistrano We have prepared the attached Scope of Services and Fee Proposal for the land surveying services requested for the subject project. Please review the proposal and if everything is acceptable sign and initial in the appropriate spaces and return the original to our office: Sincerely,D. �" Mike Jervis,Ft.,P.L.S. Principal . Attachment , CIVIL STRUCTURAL R TRAFFIC-ENGINEERS - LAND SURVEYORS DF E"Ww1r4-100 North 8arranca.Suite 860-West Covh.a,CA 91791:1608.7e1(626)966.8200-Fax(626)966.8255•www.dipengineedng.com (WEO)JMW 27 2010 13:01/ST. 13:00/No.9600000622 P 2 r Scope of Services& Fee Proposal Pavement RehabilitationImprovementPlans(CIP#119) City of San Juan Capistrano Task 1. Land Surveying Services-Existing Survey Marker Perpetuation Prior to the start of construction,the Consultant will locate and reference existing centerline monuments for sixty eight(68)street intersections affected by construction. After construction is completed,Consultant will reset(if necessary):any of the said street centerline intersection monuments disturbed during construction. Consultant will file one Comer Record for each street . centerline intersection monument located,referenced and reset,with the County Surveyor. This service is for the purpose of perpetuating found monumentation. No claims will be.made as to the relationship of the found points to true boundary locations. This fee proposal is made solely based on the street intersection count made and provided by Copp Contracting,Inc.and without the benefit of the Consultant's examination of the contract plans and specifications. Adjustments to this fee may be necessary upon the Consultant's full'examination of the contract plans. Fee$68,000;00 Items specifically excluded from this scope of services The following services are not provided by the Consultant and are therefore excluded from this proposal: Traffic Control Providing new or adjustingixisting survey well monuments City and County Fees Overnight delivery service charges Meeting attendance and project coordination Reproducible Budget(Estimate) $ 50.00 This fee proposal is valid for thirty(30)days from the date of this docpiment Client Initials 01128110 10:03 AM Page 1 LOOP MASTERS INC. 4740 E. Bryson St. •Anaheim•CA •92807• (714) 630-8894•Fax#(714)830-1783•Loopmastersinc@hotmaitcom License#755319 DBEWBE/SWE/SWBE CT-032041 Union Signatory.IBEW and UUNA BID PROPOSAL Copp Contracting Inc. Estimator January 28, 2010 COMPANY NAME ATTENTION DATE City of San Juan Capistrano: Pavement Rehab Improvements ESPL 5372 (012) PROJECT NAME frEM: Sch 1,Bl 36: Four 4 6' round loops n«,$398.00 each =$1,592.00 Sch 2, 13136. One hundred sixteen(116)6' round loops(a)$184900 each =$21,924.00 Price hinal one move in-f m Sch 1 «ntl«miniimim oj2i loops per move in Jnr Sch 2 Total Bid: $23,516.00 STIPULATIONS: 1. Bid excludes special provisions not listed on bid request, all permit& inspection fees,and bond premiums 2. Bid is based upon all stub-outs to be located and functional _ 3. Quote valid for thirty(30)days. _ 4. May require 3- 4 weeks for scheduling. Please call Kevin at(7141412-2913. Andrea J. North President 01/27� 03 :39PM PST '9098394504 ' —> 17145222074 Pg 4/5 AGREEMENT FOR SURVEYING SERVICES AGREEMENT ENTERED INTO AT Rancho Cucamonga,California,made this 27th day of January 2010,by and between CONSULTANT: CL SURVEYING AND CLIENT: MAPPING Address: 8401 White Oak Avenue Suite 113 Rancho Cucamonga,CA Telephone No.: 909-484-4200 Telephone No. CLIENT AND CONSULTANT AGREE AS FOLLOWS: Client intends to: Provide monument preservation surveying services in correlation with the Pavement Rehabilitation Project/ESPL5372/CIP 119 in the City of San Juan Capistrano,County of Orange,hereinafter called"project". Consultant agrees to perform the following scope of services: Task I —Research of Records $1,200 Obtain record traps,notes and tie sheet-.,available improvement plans,site-specific agency requirements,and available harizontallvenical control as necessary from the appropriate agencies. Contact Consultant~that have recently prepared maps or documents,or have performed survey work on site or the project arm in an effort to collect relevant background information. Walk the project site to investigate the property and identify potential areas of concern. Task 2—Pte-Construction Croner Record $(5,900 CL Surveying and Mapping is to locate all existing sweet monumentation and tie them out accordingly in order to perpetuate the subject monumentation if the situation arises where they are disturbed or destroyed in the construction process. As required under the State of California PE/RLS Act,CL Surveying and Mapping will file a Corner Record documenting the existing location at the County of Orange Surveyor's Office. Per this task, CL Surveying and Mapping has estimated a total of 168 Monuments,as indicated on the subject plans. Task 3—Re-setting Monumentation $I5,200 In the situation that a monument has either been disturbed or destroyed in the construction process, CL Surveying and Mapping is to provide one set of durable,tagged monuments to replace these monuments. For the purposes of this Scope, it is assumed that the total amount of monumentation to be set in this effort is not to exceed a total of 168 monunents. Task 4—Post-Construction Corner Records $6,360 As required under the State of California PE/PLS Act,CL Surveying and Mapping will file a Corner Record at the County of Orange Surveyors Office,documenting the post-construction condition of all monumentation,as well as documenting the location/re-establishment of any mrnumantation set per Task 3 of this contract. Page: 1 erg From:California Pro Engineering Inc626 448 0470 01/20/2010 17:00 #071 P.002/003 CALIFORNIA PROFESSIONAL ENGINEERING PHONE: (626)452-8658 9316MABELAVE. . • 10-454 FAX: (626)448-0470 SOUTH EL MONTE,CA 91733 LIC.#793907,A&C-10;8(a)Certified Email:Van&pengineeringinc.cont CERTIFIED UDBEISNBE CT-031277 EXPIRE 08-01-2011 PROJECT NAME: PAVEMENT REHAB PROJECT No: CITY, STATE: San Juan Capistrano BID DATE: 1/28/2010 BID TIME: 2 PM WE 91TT 934'SKm'UTSFEC11T£ICR7l09vS,EESIIAL w'AMf$OPOSE 4D Ti1tKJ7fTW'E 4,9 f091.9WMUXLA"'EQVlCMWff TRECESS RIY70C0M4°LM9WPOLLO'WLNQITEAUOfWOW RECONSTRUCTINDUCIIVELOOP DETECTORS EA 116 210.00 24,360.00 360 TOTAL $24,360.00 Union Contractor SIGNATURE Loop Stub-out Must Exist NOTE:EXCLUDES BOND PREMIUM,ALL PERMITS,AND INSPECTION FEES. TERMS:DUE&PAYABLE IN 30 DAYS UPON COMPLETION; 1.59A MONTHLY INTEREST WILL APPLY THEREAFTER m CALIFORNIA UNIFIED CERTIFICATION PROGRAM DJSADVANTAGED BUSINESS ENTERPRISE CERTIFICATE m C:P,Id,'I'RUCI4tdNG,,INC. m 10M ARISO.Yb ST. 3AMAR,CA 9130 Lo ES1Yntr: .S1gi4.RODWGUd% m euitnWrreMpcfirer6ORYQN:i[[$m m OD J m N N Tutt QeNl�cat's sekdnrilidgrY;llditYe{id Qtm"ii[ppth�ted tiy:tltkCalit9Yiii�fdNTfi,'ed Ggrlituat�aPreg, m.(G4C�ds:1 Oiia.'dvppt ld Bdlilw*6ntarpriee(OUR)'os derpod by tBr IJi$fkp0rfineilt ofl'rgriajtortetib'rE,(Ot®iTj.G)!R 49 PifrMoi ONO klrtafiid'ed,i'ot�Mt 1tiRe�\siil NAlG4'eA'dIIl: N,SICS'"�'ud0(4) •1tiA,iegrrsprtmatyNAliEffi�ork • -4W211 8p2eWj;tcd Frsr"glk(Wqt Us�'VGdub)`Erwkig161acat 494110 (toaoW Fiejjbr'T}v�kiqtg,Lon) i v Work Categasv C0e0) 3 C4771 T(WCI46ldOKG.R H Licenses CER7'IFYI90AGENCY: UCP PirmNuurnrr: 31190 MY OF LOS ANGELES 1149 3gllrH)BROA 6WA.Y s7R[ta- July ln.?np)q I.09 AN6F,l,L'S,CA 9f9)I5 tMJdO Wild 7 a 2111947-1922 C.Ut'FUF9'Yf'f� r VV m r+ CD CALIFORNIA UNIFIED CERTIFICATION PROGRAM ti DISADVANTAGED BUSINESS ENTERPRISE CERTIFICATE N a CALIFORNIA TRAFFIC MAINTENANCE,INC. 641 N.KEYSTONE STREET,UNIT D BURBANK,CA 91505 c m Owner: GILBERT APODACA N N Business Structure:CORPORATION N Q m q O This certificate acknowledges that said firm is approved by the California UnifieCficatioh,Progrom(CUCP)as a Disadvantaged Business Enterprise(DBE)as defined by the U.S.Department of Transportation(DOT)CFR 49 Part 26,.as may be ame-Med,io the roll ing NAICS codes: NAICS Code(s) 'Indicates primary NAICS code f� 237310 Highway,Street,and Bridge Construction _ N00 i Work Category Code(s) --_ - C9801 BUILDING CONSTRUCTION �r \ Licenses 7,. A General Engineering Contractor �' '"fid li..� CMZ"ParkYnAHfi� ��i 'HiJerpaSt t �Eattor LL m m CERTIFYING AGENCY: UCP Firm Number: 34941 CITY OF LOS ANGELES m 1149 SOUTH BROADWAY STREET LOS ANGELES,.CA 90015 0000 April 30,2009 N (213)847-1922 CUCP OFFICER 1/28/2010 10:54 AM FROM: GES[ 714-893-0945 TO: 7145222074 PAGE: 001 OF 001 GLOBAL ROAD SEALING INC 10832 Dorothy ave, Garden Grove ,Ca 92843. LIC- #757584 Ph: (714) 893-0845 FAX (714)893-0945 Subcontract Quotation Project: Long Beach Blvd Location: City of Lynwood Bid Date/Time: 01-28-10 @ 11:00 am Item Description Quantity Unit Price Extenstion LOOP DETECTOR 16 200.00 3,200.00 PRICES ARE GOOD FOR 45 DAYS FROM THE DATE OF THI5 PROPOSAL INCLUSIONS: 1 sawcut loop 2 install conductors and splice loop to existing DLC 3 traffic control 4 One mobilization. Additional move in at S 1000 ea EXCLUSIONS: -insurance premium in excess of$2 million, bond prknium -utility permits and fees, inspection fee, -traffic control Plan,advance sign posting of any kinds,weekend work - notify resident,and any items not specifically included under inclusion section. Estimator.Tri La Two weeks notice required for scheduling CALIFORNIA UNIFIED CERTIFICATION PROGRAM (CUCP) *Jew� November 26,2008 Mr. David Kuan Traffic Control Engineering, Inc. 231 E. Imperial Highway, Suite 241 Fullerton, CA 92835 RE: DISADVANTAGED/MINORITY BUSINESS]ENTERPRISE fDBE/MBEI RECEI�T�FICATION APPROVAL _ File No.- 1339 Dear Mr. Kuan: We are pleased to advise you that after careful review of your application and supporting documentation, the City of Los Angeles has determined that your first meets the eligibility standards to be recertified as a Disadvantaged/Minority Business Enterprise (DBE/MBEZ as required under the U.S. Department of Transportation(U.S. DOT)Regulation 49 CFR Part 26,as amended. Your firm will be listed in the California Unified Certification Program (CUCP.)database of certified DBEs and the City of Los Angelcs DBEhNOE/WBE directory under the following specific areas of expertise that you have identified on the business service form for contracting opportunities: NAICS Code Description 541330 Engineering Services Your DBE certification is good for five years from the date of this letter and applies only for the above codes. You may review your firm's information in the CUCP DBE database which can be accessed at the California Department of Transportation's website at www.dot.ca.gov/halbep/ and the City of Los Angeles DBE/MBE/WBE database at htto://bca lacity.orz Any additions and revisions must be submitted io the City of Los Angeles for review and approval. After the five-year certification period, your entire file will be reviewed in order to ascertain continued DBE certification status. You will be notified of the pending DBE status review and any documentation update necessary prior to the expiration date. The Regulations also require annual updates during this five-year period. In order to assure continuing DBE status, you must submit annually a DBE Declaration with supporting documentation, in the format,which will be sent to you. Based on your annual submission that no change in ownership and control has occurred, or if changes have occurred, they do not affect your firm's DBE standing, the DBE certifteation of your firm will continue until the five-year certification has expired. City of Los AmIcin•0martrnenl of Politic World-Burcw of.Contmi Adminisuation•Office of Comma Com0i.nee—Cenvdiud CeNaeMion Adminiswion 1149 S.Broadway, Suile 300•tnx Angdcs,CA 90015•Ptlmc(213)5972684•Pon(213)947.2777 2'd t)0222SbTLT:01 :WObd 6S:0T 0102-82-NCf Traffic Control Engineering, Inc. November. 26,2009 Page 2 Also, should any changes occur that could affect your certification status prior to receipt of the DBE Declaration, such as changes in your firm's name, business/mailing address, ownership, management, or control, or failure to meet the applicable business size standards or personal net worth standard,please notify us immediately. DBE certification is subject to review at any time. Failure to submit fortes and/or change of information will be deemed as failure to cooperate under Section 26.109 of the Regulations. Your DBE certification status will be honored by all of the U.S. DOT recipients in California. Congratulations, and thank you for your interest in the California Unified Certification Program (CUCP). We wish you every business success and look forward to hearing from.you if we may be of any assistance to you in this regard. Should you have any questions, please contact Kim Fitzpatrick at (213) $47-2644 or a-mai) at kim.fitzp»tricka laciV.org. Sincerely, tiN IIEL PEML, Certification Manager , Office of Contract Compliance Bureau of Contract Administration Cily of l.ea Angdq•pepemneut of Public WOft•B9r000 of Contract Adm)nistmew•01!11 a of Cu uw C"Iiu —Ct Mmlizc i Culiabtim Adminifttulion 1149 S.Bruudwey,Suite 300•Lm AnQeln.CA 90015•Phone(2 11)547-1922-Pax(213)547.2777 £'d bL0222SbTLt 01 =W083 6S:0t 0102-82-NHf From:Tce To:CORP CONTRACTING INC. Date:1/272010 Time:4:19:30 PM Page 2 of 2 TRAFFIC CONTROL ENGINEERING, INC. January 27, 2010 Re.: Pavement Rehab. City of San Juan Capistrano Traffic Control Plan Bid Date: 1128/10 UDBE No. 1339 P ,�. aa� Traffic Control Engineering, Inc. is a certified UDBE firm by Caltrans/City of LA (Certification File No. 1339)and a recommended engineering firm by City of San Juan Capistrano for preparing traffic detour plans. Street Location Camino Capistrano La Zanja—San Juan Creek Camino Capistrano @ Ortega Hwy. Camino Capistrano @ Def Obispo Highland Dr. Sta. 12—Sta. 27 San Juan Creek Rd. La Novia—Camino Chico Residential streets tvD. traffic control plan Estimated Fee: $8.000 for traffic control plan desion No traffic signal/temp.striping modification design is anticipated. TRAFFIC CONTROL ENGINEERING, INC David Ktuan P - 231 E. Imperial Hwy., Suite 241 TEL(714)447-6077 Fullerton, CA 92835 FAX(714) 447-6061 Job--- Qucted Vv�rk or lf,,rn •d Amrunt PRTCE GOOD THRU TRUCKERS: INME/WBE/DBE ------T-- * Proof of Publication January 18th In the year of 2010 Requesting bids-ALL TRADES Especially From Certified DWE/INBEIWBEIDBENDBE for the fotlowing: Cracksealing, Manholes,Striping,Survey,Trucking,Traffic Control, Concrete Project:Pavement Rehabilitation Improvement Plans ESPL 5372(012) CIP#119 Owner:City of San Juan Capistrano BID DATE:January 25,2010 at 2700 PM Copp Contracting, Inc. Contact:Dennis P.O.Box 457 Buena Park,CA 90621.0457 Phone:(714)522.7754 I Fax:(714)522.2074 AGOOD FAITH ADVERTISING REPORT PROOF OF PUBLICATION (2015.5 C.C.P.) STATE OF CALIFORNIA County of San Diego I am a permanent resident of the United States and a resident of the County aforesaid; I am over the age of eighteen years, and not a party to or interest\ed in the above entitled matter. I am the publisher of AGC GOOD FAITH ADVERTISING REPORT (formerly DAILY CONSTRUCTION REPORTER), a publication of general circulation, published weekly in the city of San Diego, County of San Diego, and which publication has been ADJUDGED A PUBLICATION OF GENERAL CIRCULATION by the Superior Court of the County of San Diego, State of California, under the date of February 20, 1973, case number 337691, and a Trade and Focus publication approved by the California Department of General Services on May 3, 2004, that the notice of which the annexed is a printed copy (set in type not smaller than nonpareil) has been published in each regular and entire issue of said publication and not in any supplement thereof of the following dates to-wit: January 18"" In the year of 2010 *Proof of publication is attached. I certify(or declare) under penalty of perjury that the foregoing is true and correct. Dated at:San Diego California, this Ie day of January, 2010 LISA LOVELACE JESSICA KOVACK Editor Publisher dbegoodfaith.com Page 1 of 2 User Account Menu for: Welcome to DBEGoodFaith.com / Copp Contracting,Inc. Download Copies of Your Ads (TO view PDF file,AcorbatReader has to be installed in your machine.If you do not have it installed,click on No icon to download free of cost and then install. LogoIf you click the button and find that you cannot open these documents,try holding down the CTRL key while clicking.This should disable any pop-up blocker that u Home Pace may be preventing you from opening the documents. =^i Place Your AD Focus Ad Your Credit Card Copp Contracting, Inc. is Seeking Information Qualified UDBE Access Transaction List gid Due Date 01/28/2010 at 02:00 P.M Bid No CIP#119 Contact Estimator Account Detail Project Name PAVEMENT REHABILITATION IMPROVEMENT PLANS(CIP#119) _.. For your Problems and Agency Name CITY OF SAN JUAN CAPISTRANO Oueries Click Here Project City SAN JUAN CAPISTRANO Project County ORANGE 1=J Lit Project State California Project Details AD]. CVWD BOXES,COLD MILL,CONCRETE,CRACKSEAL,SLURRY SEAL,STRIPING&SIGNS,SURVEY,TRAFFIC LOOPS Contact Details Dennis Copp P.O. Box 457 Buena Park,California 90621 T- 714-522-7754 F- 714-522-2074 We are an equal opportunity employer.The plans and specs are available for your review at our office. Bonds will not be required from qualified subcontractors. Trade Journal Ad Copp Contracting, Inc. is Seeking UDBE Qualified Bid Due Date 01/28/2010 at 02:00 P.M Bid No CIP #119 Contact Estimator Project Name PAVEMENT REHABILITATION IMPROVEMENT PLANS(CIP#119) Project Oty/County SAN JUAN CAPISTRANO Project State California Project Details ADJ.CVWD BOXES,COLD MILL,CONCRETE,CRACKSEAL,SLURRY SEAL,STRIPING&SIGNS,SURVEY,TRAFFIC LOOPS Contact Details Dennis Copp P.O. Box 457 https://www.dbegoodfaith.con/view_adresults_secure.aspx?AdtD=8019 1/26/2010 dbegoodfaith.com Page 2 of 2 Buena Park,California 90621 T- 714-522-7754 F- 714-522-2074 We are an equal opportunity employer.The plans and specs are available for your review at our office. Bonds will not be required from qualified subcontractors. Download Copies of Your Ads To view PDF file,AcorbatReader has to be installed in your machine.If you do not have it installed,click on Adobe, , icon to download free of cost and then install. „s. If you click the button and find that you cannot open these documents,try holding down the CTRL key while clicking.This should disable any pop-up blocker that may be preventing you from opening the documents. Copynght 2005, dbegoodfaah.All rights reserved. Home Terms of Service Security Privacy Site Map https://www.dbegoodfaith.com/view_adresults_secure.aspx?AdID=8019 1/26/2010 Wk " AID ,clor's License No. 384209 P.O. Box 45 luena Park, CA. 90621-045 714 522-775 " Fax 714 522-207 Ow IT-6 3 G VC. to — he in front `n ca ern -nor � lun-y sealing Copp Contracting, Ilm Contractor's License No. 364209 A P.O.Box 457 Buena Park,CA 90621-04.57 Bus.714-522-7754 Fax 714-522-2074 FAX COVER Date: -a '10 To: V-0 Y) 11 tI I l-t—• �))l 0- - . From: Customer Fax Number�92(p) /�/-f (9 — Cq-7 Number of Pages: =j Document Title: 0 V+ Som J Va►I eapr�s*ave C Information: �?tJU�m(i(r� 6 �� Pi�L�b . l �Vt�Y(���✓�� �1�1� Thank You - Ie 5umi-� .jfficejet Pro 8500 A909n All4nOne series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 2010 3:21 PM Last Transaction Date Time Type Station ID Duration Pages Result Digital Fax Jan 20 3:20PM Fax Sent 16264480470 1:07 4 OK N/A Copp Contracting, Inc. Contractor's License No. 384209 A P.O.Box 457 Buena Park,CA 90621-0457 Bus.714-522-7754 Fax 714-522-2074 UDBE Sub — Bid Request TO: D J P ENGINEERING, INC. FAX: 626 966-8255 PHONE: 626 966-8200 PROJECT: PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP #119) CITY OF SAN JUAN CAPISTRANO LOCATED IN ORANGE COUNTY BID DATE: 01-28-10 @ 2:00 PM REQUESTING SUB-BIDS FOR THE FOLLOWING ITEMS: ADJUST CVWD BOXES COLD MILL CONCRETE CRACKSEAL SLURRY SEAL STRIPING& SIGNS SURVEYING TRAFFIC LOOPS Please submit letter of certification with sub-bid. Thank You, Copp Contracting, Inc Ph. 714 522-7754 Fx. 714 522-2074 HP Officejet Pro 8500 A909n All-in-One series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 2010 1:57PM Last Transaction Date Time Type Station ID Duration Pages Result Digital Fax Jan 20 1:57PM Fax Sent 16269668255 0:27 1 OK N/A Copp Contracting, Inc. Contractor's License No. 384209 A P.O.Box 457 Buena Park,CA 90621-0457 Bus.714-522-7754 Fax 714-522-2074 UDBE Sub — Bid Request TO: CL SURVEYING AND MAPPING FAX: 909 484-4229 PHONE: 909 484-4200 PROJECT: PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP #119) CITY OF SAN JUAN CAPISTRANO LOCATED IN ORANGE COUNTY BID DATE: 01-28-10 @ 2:00 PM REQUESTING SUB-BIDS FOR THE FOLLOWING ITEMS: ADJUST CVWD BOXES COLD MILL CONCRETE CRACKSEAL , SLURRY SEAL STRIPING& SIGNS SURVEYING TRAFFIC LOOPS Please submit letter of certification with sub-bid. Thank You, Copp Contracting, Inc Ph. 714 522-7754 Fx. 714 522-2074 Otticejet Pro 8500 A909n All4n-One series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 20101:56PM Last Transaction Date Time Type Station ID Duration Pages Result Digital Fax Jan 20 1:55PM Fax Sent 19094844229 0:34 1 OK N/A Copp Contracting, Inc. Contractor's License No. 384209 A P.O.Bos 457 Buena Park,CA 9062141457 Bus.714-522-7754 Fax 714-522-2074 UDBE Sub — Bid Request TO: SUPER SEAL & STRIPE FAX: 805 524-7428 PHONE: 805 524-7345 PROJECT: PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP #119) CITY OF SAN JUAN CAPISTRANO LOCATED IN ORANGE COUNTY BID DATE: 01-28-10 @ 2:00 PM REQUESTING SUB-BIDS FOR THE FOLLOWING ITEMS: ADJUST CVWDBOXES COLD MILL CONCRETE CRACKSEAL SLURRY SEAL STRIPING& SIGNS SURVEYING TRAFFIC LOOPS Please submit letter of certification with sub-bid. Thank You, Copp Contracting, Inc Ph. 714 522-7754 Fx. 714 522-2074 HP Of oejet Pro 8500 A90gn A11-in-One series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 20101:54PM Last Transaction Date Time Type Station ID Duration Pages Result Digital Fax Jan 20 1:53PM Fax Sent 18055247428 0:42 1 OK N/A Copp Contracting, Inc. Contractor's License No. 384209 A P.O.Boa 457 Buena Park,CA 90621-0457 Bus.714-522-7754 Fax 714-522-2074 UDBE Sub — Bid Request TO: LOOP MASTERS, INC. FAX: 714 630-1783 PHONE: 714 920-3353 PROJECT: PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP #119) CITY OF SAN JUAN CAPISTRANO LOCATED IN ORANGE COUNTY BID DATE: 01-28-10 @ 2:00 PM REQUESTING SUB-BIDS FOR THE FOLLOWING ITEMS: ADJUST CVWD BOXES COLD MILL CONCRETE CRACKSEAL SLURRY SEAL STRIPING& SIGNS SURVEYING TRAFFIC LOOPS Please submit letter of certification with sub-bid. Thank You, Copp Contracting, Inc Ph. 714 522-7754 Fx. 714 522-2074 Officejet Pro 8500 Ag09n All4nOne series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 2010 1:49PM Last Transaction Date Time Type Station ID Duration Pages Result Digital Fax Jan 20 1:48PM Fax Sent 17146301783 0:32 1 OK N/A Copp Contracting, Inc. Contractor's License No. 384209 A P.O.Box 457 Buena Park,CA 90621-0457 Bus.714-522-7754 Fax 714-522-2074 UDBE Sub — Bid Request TO: M T K CONCRETE FAX: 562 926-2477 PHONE: 562 926-9113 PROJECT: PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP #119) CITY OF SAN JUAN CAPISTRANO LOCATED IN ORANGE COUNTY BID DATE: 01-28-10 @ 2:00 PM REQUESTING SUB-BIDS FOR THE FOLLOWING ITEMS: ADJUST CVWD BOXES COLD MILL CONCRETE CRACKSEAL SLURRY SEAL STRIPING& SIGNS SURVEYING TRAFFIC LOOPS Please submit letter of certification with sub-bid. Thank You, Copp Contracting, Inc Ph. 714 522-7754 Fx. 714 522-2074 HP Officejet Pro 8500 AgOgn All4n-One series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 2010 1:46PM Last Transaction Date Time Type Station ID Duration Pages Result Digital Fax Jan 20 1:45PM Fax Sent 15629262477 0:30 1 OK N/A Copp Contracting, Inc. Contractor's License No. 384209 A P.O.Box 457 Buena Park,CA 90621-0457 Bus.714-522-7754 Fax 714-522-2074 UDBE Sub — Bid Request TO: BITECH CONSTRUCTION FAX: 714 229-1489 PHONE: 714 904-2686 PROJECT: PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP #119) CITY OF SAN JUAN CAPISTRANO LOCATED IN ORANGE COUNTY BID DATE: 01-28-10 @ 2:00 PM REQUESTING SUB-BIDS FOR THE FOLLOWING ITEMS: ADJUST CVWD BOXES COLD MILL CONCRETE CRACKSEAL SLURRY SEAL STRIPING& SIGNS SURVEYING TRAFFIC LOOPS Please submit letter of certification with sub-bid. Thank You, Copp Contracting, Inc Ph. 714 522-7754 Fx. 714 522-2074 IP OfticeJet Pro 8500 A909n All-In-One series Fax Log for COPP CONTRACTING INC 714 522 2074 Jan 20 20101:44PM Last Transaction Date Time Type Station 10 Duration Pages Result Digital Fax Jan 20 1:44PM Fax Sent 17142291489 0:32 1 OK N/A Unified Certification Program Page I of 2 Back To Query Form Search Returned 3 Records Wed Jan 2011:32:33 PST 2010 Query Criteria District: 12 County: ORANGE Naics Category: 23 Construction Naics Codes: 23 73 10 Highway, Street,and Bridge Construction Work Codes: C3701 SEAL COAT C4040 CLEAN& SEAL PAVEMENT JOINTS -ROUT& SEAL CRACKS C8405 THERMOPLASTIC TRAFFIC STRIPE&MARKING C8406 PAINTED TRAFFIC STRIPE & MARKING C8501 PAVEMENT MARKING C8602 SIGNAL& LIGHTING C8603 SIGNAL C9826 LAND SURVEYING Firm Type: DBE Finn ID 2041 Firm/D8A Name LOOP MASTERS INC. Address Line1 4740 EAST BRYSON ST Address Line2 City ANAHEIM State CA Zip Code1 92807 Zip Code2 Mailing Address Lint Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type DBE Entail andreanorlh@loopmasteminc.com Area Code (714) Phone Number 920-3353 Fax Area Code (714) Fax Phone Number 630-1783 Agency Name DEPARTMENT OF TRANSPORTATION Counties 19;30;33;36;37;56; Districts 07;08;11;12; DBE NAICS 237310; ACDBE NAICS Work Codes 65620 ROADSIDE SIGN;C8603 SIGNAL;68608 DETECTOR;C8609 TRAFFIC COUNT STATION; Licenses A General Engineering Contractor. Gender F Ethnicity ASIAN PACIFIC Finn Type DBE Firm ID 102 Firm1D13A Name PAYCO SPECIALTIES,INCORPORATED Address Line1 120 NORTH SECOND AVE. Address Line2 City CHULA VISTA �� C�r�j State CA 1 Zip Codel s1910 �_� Zip Code2 1 C� Mailing Address Line1 Mailing Address Line2 Mailing City w Mailing State Mailing Zip Code1 .� httn://www.dot.ca.2ov/ucv/OuervSubniit.do 1/20/2010 Unified Certification Program Page 2 of 2 Mailing Zip Code2 Certification Type DBE EMaii ibwelyn4436@msn.com Area Code (619) Phone Number 422-9204 Fax Area Code (619) Fax Phone Number 427-1620 Agency Name DEPARTMENT OF TRANSPORTATION Counties 02;13;19;30;33;37; Districts 07;08;10;11;12; DBE NAICS 237310;238990; ACDBE NAICS C1201 TRAFFIC CONTROL SYSTEM;05601 SIGN STRUCTURE;C5620 ROADSIDE SIGN;68201 OBJECT Work Codes MARKER;08405 THERMOPLASTIC TRAFFIC STRIPE&MARKING;C8406 PAINTED TRAFFIC STRIPE& MARKING;08501 PAVEMENT MARKING;C9906 SANDBLASTING; Licenses B General Building Contractor;C32 Parking and Highway Improvement Contractor, Gender F Ethnicity CAUCASIAN Firm Type DBE j Firm ID 2003 Finn/DBA Name / SUPER SEAL&STRIPE.INC Address Linei V 310 A STREET Address Line2 ' City FILLMORE State CA Zip Code1 93016 Zip Code2 Mailing Address Linel PO BOS 755 a' Mailing Address Line2 Mailing City FILLMORE Mailing State CA o FPS Mailing Trp Codel 93016 Mailing Zip Code2 Certification Type DBE EMail hrenda@supersealandstripe.com Area Coda (805) Phone Number 524-7345 Fax Area Code (895) Fax Phone Number 524-7428 Agency Name CITY OF LOS ANGELES Counties 19:30;33;36;37;40:42;56; Districts 05;07;08;11;12; + DBE NAICS 237310;238110;238120;238990; ACDBE NAICS Work Codes C3701 SEAL COAT;65601 SIGN STRUCTURE;65620 ROADSIDE SIGN;C8201 OBJECT MARKER;C8406 PAINTED TRAFFIC STRIPE&MARKING;C8501 PAVEMENT MARKING;C9906 SANDBLASTING; Licenses C32 Parking and Higtrway Improvement Contractor, Gender F Ethnicity CAUCASIAN Firm Type DBE Back To Query Form Unified Certification Program Page 1 of 6 Back To Query Form Search Returned 11 Records Wed Jan 2011:28:46 PST 2010 Query Criteria District: 12 County: ORANGE Naics Category: 23 Construction Naics Codes: 23 73 10 Highway, Street,and Bridge Construction Work Codes: C0651 CONCRETE&CEMENT C0686 ELECTRICAL & SIGNALS Firm Type: DBE Finn ID 21117 Firm/DBA Name BAY LINE CO CTION Address Linel 1033Y BUENA AVENUE Address Line2 --- City -OAKLAND State CA Zip Code1 Y— Swo6 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Codec Mailing Zip Code2 Certification Type DBE EMail jcbaylinee@sbcglobal.net Area Code (510) Phone Number 420-8992 Fax Area Code (510) Fax Phone Number 420-8982 Agency Name DEPARTMENT OF TRANSPORTATION Counties 00; Districts 00; DBE NAICS 237310; ACDBE NAICS Wo*Codes 00651 CONCRETE&CEMENT;C5100 CONCRETE STRUCTURE;C5150 CORE CONCRETE-REPAIR BRIDGE DECK; Licenses A General Engineering Contractor, Gender M Ethnicity HISPANIC Finn Type DBE Finn ID 37308 Firm/DBA Name ✓ BITECH CONSTRUCTION CO..INC. Address Line1 6980 ARAGON CIRCLE,UNIT#5 Address Line2 City BUENA PARK State CA Zip Codec 90620 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type DBE EMaii bitech_ben@yahW.mrn (714) 1,M...//.,...�..A„t 1/200010 Unified Certification Program Page 2 of 6 Area Code Phone Number 9042686 Fax Area Code (714) / Fax Phone Number 552 e3u2- Agency Name CITY OF LOS ANGELES Counties 19;30;33;36;56; Districts 07;08;12; DBE NAICS 236210;236220;237110;237310;238110: ACDBE NAICS Work Codes C0651 CONCRETE&CEMENT;C9801 BUILDING CONSTRUCTION;C9827 DRYWALL CONSTRUCTION; Licenses A General Engineering Contractor,B General Building Contractor,COB Concrete Contractor, Gender M Ethnicity ASIAN PACIFIC Firm Type DBE Firm ID 33425 Finn/DBA Name HIDALGO GENERAL ENGINEERING,INC. Address Line1 1212 UNDERWOO"VENUE i3 Address Line2 City SAN FRANCISCO State CA Zip Code1 94124' Zip Code2 Mailing Address Linet P.O.BOX 24525 Mailing Address Line2 Mailing City SAN FRANCISCO Mailing State CA Mailing Zip Code1 94124 Mailing Zip Code2 Certification Type DBE EMail hidalgoe2000@sbcglobal.net Area Code (415) Phone Number 6711956 Fax Area Code (415) Fax Phone Number 6711907 Agency Name SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY Counties 00; Districts 00; DBE NAICS 237310;237990;238110; ACDBE NAICS Work Codes C0651 CONCRETE&CEMENT; Licenses A General Eng neenng Contractor,C31 Construction Zone Traffic Control Contractor; Gender F Ethnicity CAUCASIAN Finn Type DBE Firm ID 3 5 Firm/DBA Name T K CONCRETE,INC. Address Lir1e1 15527 SEAFORTH AVENUE Address Line2 City NORWALK State CA Zip Code1 90650 Zip Code2 Mailing Address Linet Mailing Address Une2 Mailing City Mailing State Mailing Zip Codet Mailing Zip Code2 Certification Type DBE EMail YRASO@MSN.COM aified Certification Program Page 3 of 6 Area Code (562) Phone Number 928-9113 Fax Area Code (562) Fax Phone Number 926-2477 Agency Name LOS ANGELES COUNTY METRO TRANSPORTATION AUTHORITY(MTA) Counties 19;30; Districts 07;12; DBE NAICS 237310; ACDBE NAICS Work Codes C0651 CONCRETE&CEMENT;C5100 CONCRETE STRUCTURE;C7301 CONCRETE CURB&SIDEWALK- MISC: Licenses COB Concrete Contractor, Gender F Ethnicity HISPANIC Firm Type DBE Finn ID 33488 _ Firm/DBA Name MLS CONSTRUCTION Address Linel 33&39ST AVENUE Address Line2 City SAN FRANCISCO State CA Zip Codel 94121 Zip Code2 Mailing Address Lint Mailing Address Lint Mailing City Mailing State Mailing Zip Codel Mailing Ztp Code2 Certification Type DBE Well stomis fficet ahoo.com Area Code (415) Phone Number 752-7521 Fax Area Code (415) Fax Phone Number 752-7537 Agency Name SAN FRANCISCO MUNICIPAL TRANSPORTATION AGENCY Counties 00; Districts 00; DBE NAICS 237310;237990;238110; ACDBE NAICS Work Codes C0651 CONCRETE&CEMENT;05501 STEEL STRUCTURES;C8710 ENGINEERING:C9802 BUILDING CONSTRUCTION; Licenses A General Engineering Contractor;8 General Building Contractor;C0B Concrete Contractor:C50 Reinforcing Steel Contractor, Gender M Ethnicity ASIAN PACIFIC Firm Type DBE Firm ID 23742 FIrmJDBA Name PARAGON INDUSTRIAL COATINGS,INC.DBA PIA,INC Address Ltne1 7450 SANTA CRUZ ROAD Address Line2 City ATASCADERO state CA Zip Codel 93422 Zip Code2 Mailing Address Line1 Mailing Address Line2 -- Mailing City - Mailing Stats ^,U Mailing Zip Codei Mailing Zip Code2 ------ ----- 1 iini)n l n nified Certification Program Page 4 of 6 Certification Type DBE Email paragonia@charter.net Area Code (805) Phone Number 462-1355 Fax Area Code (805) Fax Phone Number 462-1144 Agency Name CITY OF LOS ANGELES Counties 00; Districts 00; DBE NAICS 236210;236220;237110;237310;238210;238320;238990; ACDBE NAICS C0659 PAINT;00680 FENCING;C0686 ELECTRICAL&SIGNALS;C5105 MINOR CONCRETE STRUCTURE; Work Codes C5190 JOINT SEAL-WATER STOP;C5401 WATERPROOFING;C9830 WALL COVERING;C9854 PAINTING STRUCTURES;C9906 SANDBLASTING; Licenses C33 Painting and Decorating Contractor, Gender F Ethnicity NATIVE AMERICAN Finn Type DBE Firm ID 651 Firm/DBA Name PRE-CON PRODUCTS LTD. Address Linel 240 LOS ANGELES AVENUE Address Line2 City SIMI VALLEY State CA Zip Codel 93065 Zip Code2 Mailing Address Linel P O BOX 940669 Mailing Address Line2 Mailing City SIMI VALLEY Mailing State CA Mailing Zip Codel 93094 Mailing Zip Code2 Certification Type DBE Email danz@preconproducts.com Area Code (805) Phone Number 306-2488 Fax Area Code (805) Fax Phone Number 306-2498 Agency Name DEPARTMENT OF TRANSPORTATION Counties 19;27;30;35;36;40;42;56: Districts 05;07;08;12; DBE NAICS 237310;238110;238120:2389N;327310;327331;327390; ACDBE NAICS Work Codes CO600 MIS SUPPLIERS; 0651 CONCRETE&CEMENT;C5501 STEEL STRUCTURES;C5570 STEEL CRIB WALL;D324 ,HYDRAULIC;03270 CONCRETE,GYPSUM,&PLASTER PRODUCTS; Licenses A General Engineering Contractor,C08 Concrete Contractor,C42 Sanitation System Contractor; Gender M Ethnicity HISPANIC Finn Type DBE Fina ID 33153 Firm/DBA Name PROFESSIONAL CONSTRUCTION SERVICES Address Unel 4070 NELSON AVENUE,NA Address Line2 City CONCORD State CA Zip Codel 94520 Zip Code2 Mailing Address Linel 407D NELSON AVENUE,#A Mailing Address Line2 Mailing City CONCORD Mailing State CA ,nified Certification Program Page 5 of 6 Mailing Zip Codel 94520 Mailing Zip Code2 Certification Type DBE EMatl protconst@aol corn Area Code (925) Phone Number 288-1566 Fax Area Code (925) Fax Phone Number 288-1355 Agency Name CENTRAL CONTRA COSTA TRANSIT AUTHORITY(CCCTA) Counties 00; Districts 00; DBE NAICS 236115;236220;237310;237990;238110;238990;327320;327999;423320;532412; ACDBE NAICS C0651 CONCRETE&CEMENT;C2700 CEMENT TREATED BASE;C2800 CONCRETE BASE;C3901 ASPHALT CONCRETE;C4010 PORTLAND CEMENT&CONCRETE PAVEMENT;C5000 PRESTRESSING Work Code% CONCRETE CAST-IN-PLACE;C5100 CONCRETE STRUCTURE;C7301 CONCRETE CURB&SIDEWALK- MISC;C9907 CONSTRUCTION EQUIPMENT RENTAL;C9908 HEAVY EQUIPMENT RENTAL;D3290 MISC NONMETALLIC MINERAL PRODUCTS; Licenses A General Engineering Contractor;B General Building Contractor, Gender M Ethnicity -HISPANIC Firm Type DBE Firm ID 37471 Firm/DBA Name RIO JORDAN CONSTRUCTION Address Linel 7432 LEMORAWAVE Address Line2 City PICO RIVERA State <'CA Zip Codel 90660 Zip Code2 Mailing Address Linet Mailing Address Line2 Mailing City Mailing State Mailing Zip Codel Mailing Zip Code2 Certification Type DBE EMatl jordanCriojordaninc conn Area Code (562) Phone Number 942-0228 Fax Area Code (562) Fax Phone Number 261-2102 Agency Name DEPARTMENT OF TRANSPORTATION Counties 10;13;15;16;19;30;33;36;37;42;56; Districts 05;06;07;08;11;12; DBE NAICS 237110;237310,,237990;238110; ACDBE NAICS Work Codes C0651 CONCRETE&CEMENT;C3901 ASPHALT CONCRETE;C5110 CONCRETE SURFACE FINISH; C5135 CONCRETE BLOCK&MASONRY RETAINING WALL; Licenses General Engineering Contractor; Gender M Ethnicity HISPANIC Firm Type DBE Finn ID 33456 Firm/DBA Name RT CONSTRUCTION,INC. Address Lihel 1366 WESTGATE LANE Address Lihe2 City PENNGROVEIs Fj State CA Zip Codel 94951 _ - ;'r Zip Code2 9637 ���C �� " Unified Certification Program Page 6 of 6 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Zip Code1 Mailing Zip Code2 Certification Type DOE EMail rich@rtconstcom Area Code (707) Phone Number 795-8896 Fax Area Code (323) Fax Phone Number 982-9142 Agency Name LOS ANGELES COUNTY METRO TRANSPORTATION AUTHORITY(MTA) Counties 00; Districts 00; DBE NAICS 237310;238210;238990;335312;423610; ACDBE NAICS Work Codes C0686 ELECTRICAL&SIGNALS;C1201 TRAFFIC CONTROL SYSTEM;C8903 ELECTRICAL;C9868 RESIDENTIAL ELECTRICAL;F5060 ELECTRICAL GOODS; Licenses A General Engineering Contractor;C10 Electrical Contractor, Gender F Ethnicity CAUCASIAN Firm Type DOE Firm ID 31883 Fimt/DBA Name TONY SERVERA CO,INC Address Line1 11871 SHELDON ST,UNIT C Address Line2 City SUN VALLEY State CA Zip Code1 91352 Zip Code2 Mailing Address Line1 Mailing Address Line2 Mailing City Mailing State Mailing Trp Code1 Mailing Zip Code2 Certification Type DOE EMail servera®earthlink.net Area Code (818) Phone Number 765-1003 Fax Area Code (818) Fax Phone Number 767-5809 Agency Name CITY OF LOS ANGELES Counties 19;30;56; Districts 07;12; DBE NAICS 237310;327390; ACDBE NAICS Work Codes C0651 CONCRETE&CEMENT; Licenses -EU8,Concrete Contractor, Gender M Ethnicity ',HISPANIC Firm Type DRE Back To Query Form 1 nnnm n Office of Business& Economic Opportunity DBE Query Page 1 of I Office of Business & Economic Opportunity Caltrans> Business> OBEO Home> Doing Business With Caltrans> DBE Query Form Finding Certified Firms Using the DBE Query Form DBE Database Search Form tutorial. List of NAICS Codes used in Searching Click here to Access the DBE Query Form Click here to Access the SMBE/SWBE Query Form Search for Small Business and DVBE Services(Dept. of General Services) Click here for a list of Certifying Agencies. Conditions of Use( Privacy Policy Copyright®2007 State of California i httD://www.dot.ca.eov/hci/ben/dbe querv.htm 1/20/2010 Unified Certification Program Page 1 of 1 Back To Query Form ,4�-c .i'$"$.F"'. m:."'.`tu'"4'I c I:! kl'.ca.'",Cb rds Wed Jan 2011:55:22 PST 2010 Query Criteria District: 12 County: ORANGE Naics Category: 23 Construction Naics Codes: 23 73 10 Highway, Street, and Bridge Construction Work Codes: C9826 LAND SURVEYING Firm Type: DBE Back To Query Form httD://www.dot.ca.eov/ucD/OuervSubmit.do 1/20/2010 construction Business Finder- Subcontractors: Web tools for finding subcontractors,trad... Page I of+47- CONSTRUCTION R '�'�febLislks 1- OWREY • • • •' • • �BU51NE55 BULLETIN to E-mail a Link Business Guide: Su'')cont actm-7, sack Business © Save,Comment Guide RSS Feeds ! Comiyany Info A multiplo resign Alaska Department of Transportation and Public Facilities General www.dot.state.ak.us Civil Rights Office lists certified disadvantaged business enterprises and Earthwork includes program forms, specifications, and links to U.S. Department of Transportation DBE Program information. Concrete Masonry Metals Arizona Department of Commerce www.azoommerce.com Office of Minority and Women-Owned Businesses contains MMBE directory. Doors rinishes Arizona Department of Transportation www.dot.state.az.us/ Mechan'"li HVAC Fleciriml Civil Rights Office provides DBE directory. Speclol Arkansas Department of Economic Development www.I800arkansas.com/ Small and Minority Business Directory is searchable by name, city, certification code, and product or service. Can submit S/MMBE listing online or download form to send in. .' L. ) , Arkansas State Highway and Transportation Department www.ahtd.state.ar.us Provides Disadvantaged Business Enterprise information, forms and DBE t directory. r ASA Online SubLocate C•..V www.asaonline.com/Web/SubContractorSearch.aspx Developed by the American Subcontractors Association, this search engine allows visitors to search for subcontractors by personal or company name; type of service; city and state; annual sales volume. Can filter results to find women- owned, disadvantaged or minority-owned businesses. Associated General Contractors of America www.aac.orgl Can search membership database for general contractors, subcontractors and suppliers by name, location or construction type. http://www.constructionweblinks.com/Organizations/Private Businesses/By Industry Pri... 1/20/2010 -onstruction Business Finder- Subcontractors: Web tools for finding subcontractors, trad... Page 2 of 14 B Blue Book of Building and Construction www.thebluebook.com Offers BB-Bid, Blue Book's online bid solicitation and management system. User can build, categorize and maintain private database on the Internet for sending multiple messages simultaneously during the qualifying, procuring and awarding stages of their projects. System provides access to the Electronic Blue Book's more than t million listings of contractors, subcontractors, suppliers and manufacturers. Can send invitation to bid, notice of change, requests for proposal, information, quotation, qualification; also can send prepared bid proposals to multiple recipients simultaneously via BB-Bid. C California Department of General Services www.das.ca.gov Includes database of certified small and Disabled Veteran businesses which can be searched by type or DBA. California Department of Transportation (Caltrans) www.dot.ca.gov Can search for certified S/D/M/WBE firms. Colorado Department of Transportation P p www.dot.state.co.us Lists prequalified, DBE and ESB (Emerging Small Business)contractors; provides DBE definitions, regulations and consultant list Emerging Small Business information includes list of eligible firms,consultant information, eligibility forms and consultant agreements. Colorado Office of Economic Development and International Trade www.state.co.us/gov didoed.html Can register as Small, Minority-or Woman-Owned Business; search database online. Provides links to City of Denver DBE/SBE directories. Connecticut Department of Administrative Services www.das.state.ct.us Procurement information includes database of set-aside vendors. Connecticut Department of Transportation www.ct.gov/doVsite/defaultasi) Can search for prequalified consultants, disadvantaged businesses and utility contractors; lists prequalified highway and bridge contractors. PBE& UDBE Goals & Commitment Page I of 2 I text only I contact us I sitemap I search: SANBAG \:1 neon SnxpAG ) PAOIEQS COM1mAUfE&INFO) PUNNING fUNOiNG - NEW RESOUaCES NO'AE DBE &UDBE Goals and Commitment SANBAG affirms the utilization and participation of qualified Disadvantaged Business Enterprise(DBE)and Underutilized Disadvantaged Business Enterprise(UDBE)firms in its contracting and procurement activities. SANBAG encourages general and prime contractors to afford competitive subcontracting opportunities to DBE and UDBE firms, where possible,in their contracting and procurement activities within time County of San Bernadino. SANBAG DBE Agreement,Forrn 9-A(drma) SANBAG DBE Goals and Methodology,Forrn 9-B tiontsoa Contract Information DBE Assistance forms A Infamathn Events Calendar ..Sign Up DBE Certlfka an (lease visit the Caltrans Coil Rights xffisihe to obtain DBE avtificabon and also to download the DBE application: www.dot.ca.00v/he/beo -- Access CUCP online Database of DBE Rrms www.dot.ca.00v/uco/GetLicens Fonn.do DBE Resources Helpful FAQ regarding the DBE Program and recent changes can be found via the following website: www.dot.ca.gov/hq/bep/documents/DBEFAQ03-09,pdf Free Training Courses The California ConstritCtion Contracting Program(CCCP)offers free training courses,1on-1 counseling and resources through the nue of,but not limited to fanner contractors and business owners who are familiar with Cattrans and local agehdes'bidding and award protases.The patters in this organ®tion are: Caltrans,the California Community College's Economic Workforce Development Program,and the California Small Business Development Center. Please check out their website for additional information and a schedule of public meetings,classes,and upcoming contracts: www.buildcalifomia.org. Monitoring Program Caltrans District B(San Bernardino and Riverside Count)has developed a mentoring program. To learn more about hair they can provide you with erpert advice,please contact: w!^iw.dot.res.gov/d istO7/resources/calmentor/index.php A Local Source for Assistance For general business assivamce,the Inland Empire Small Business Development center offers a wide variety of courses.mentoring programs,and resources. Thee website is: www.iesmallbusiness.com. Doing Business with Government Agendes The Federal Technology Center offers free courses on working with governmerht agencies. Here's a link to their website for a schedule of upcoming events: thefstc.org/news&events/upcomingevenis/upcomingevents.htm L D Member Agenda COGS and Agenda DBE&UDBE Government hup://www.sanbag.ca.gov/dWindex.html 1/20/2010 Disadvantaged Business Enterprise(DBE)Program Page I of 2 anu r Home_) Si[emap I _Login Go Procurement Assistance— Financial Assistance— Regional Partnerships^ DOEProgram- Women&Girls Programme News&Events— Tools Home DBEProgram State DOTand DBEProgfam Web Papas RELATED LINKS STATE DOT AND DBE PROGRAM WEB PAGES DOT Civil Rights Page Alabama Alaska Arixuna DOT Civil Rights DOE Page DOT DOT DOT FAA Home Page DBE Program DBE Program DBE Program DBE Directory DBE Directory DBE Directory FAA Office of Civil Rights Arkansas California Colorado FHWA Home Page DOT DOT DOT DBE Program DBE Program DBE Program FHWA Office of Civil Rights DBE Directory(PDF) DOE Directory DBE Directory FTA Home Page ConnecWvt Delaware Florida FTA Office of Civil Rights DOT DOT DOT DOE Program DOE Program DBE Program DBE Code of Federal Regulations(49 CFR 23) DOE Directory(PDF) DOE Directory(PDF) DBE Directory DBE Code of Federal Hawali Idaho Regulations(49 CFR 26) Georgia DOT DOT DBE Fraudulent Letter DOT DBE Program DBE Program DOE Program DOE Directory(PDF) DBE Directory(Excel) Alert DBE Directory(PDF) Reporting DBE Fraud Illinois Indkrm Iowa DOT DOT DOT DBE Program DBE Program DBE Program DBE Directory DBE Directory[xis I DBE Directory:Name(PDF) 2MB] DBE Directory:Work Type(PDF) Kansas Kentucky Louisiana DOT DOT DOT DOE Program DBE Program DBE Program DBE Directory: DOE Directory(PDF) DBE Directory Construction DBE Directory:Non- Construction Maim Maryland Massachusetts DOT DOT DOT DBE Program DOE Program State office of Minority and Women Business DBE Directory(PDF) MBE/DBE Directory Assistance(SOMWBA) SOMWBA Directory Michigan Minnesota Missislppl DOT DOT DOT DBE Program DBE Program DBE Program DBE Directory DBE Directory DBE Directory Missouri Montana Nebraska DOT DOT Department of Roads DBE Program MDT/DBE Program DBE Program 1 DBE Directory(PDF) DOE Directory DBE Directory Nevada New Hampshire DOT DOT New Jersey DOE Program DBE Program DOT DBE Directory DBE Directory DBE Program DBE Directory Nev,Mexico New York North Carolina DOT DOT DOT DBE Program DBE Business Program DBE Program DBE Directory DBE Directory DOE Directory North Dakota Ohio Oklahoma DOT DOT DOT DBE Program DBE Program DBE Program DBE Directory DBE Directory httn-//www-osdhu_doteov/DBEProeram/StateDOTDBESites.cfin 1/20/2010 )isadvantaged Business Enterprise(DBE) Program Page 2 of 2 DBE Directory Oregon Puerto Rico DOT Pennsylvania DOT DBE Program DOT DBE Program DBE Directory DBE Program DBE Directory(PDF) DBE Directory Rhode Island DOT South Carolina MBE Program DOT Sputa Dakota MBE Directory DBE Program DOT DBE Directory(PDF) DBE Program OBE Directory Tennessee Texas Utah DOT DOT DOT DBE Program DBE Program DBE Program DBE Directory DBE Directory DBE Directory Vermont Virginie Washington Staes DOT DOT DOT DBE Program OMWBE Program DBE Program DBE Directory OMWBE Directory DBE Directory West Virginia Wisconsin Wye-Ing DOT DOT DOT DBE Program DBE Program DBE Program DBE Listing:Consultants DBE Directory DBE Directory(PDF) DBE Listing:Contractors A DOT USA.gw... .. � , I • • • 1lliEglfiE4 ((ry'y 1.1liriIS/Y0 t96I V„/ • 1376 • i C`�ZIFpRT���'• • • CITY OF SAN JUAN CAPISTRANO • COUNTY OF ORANGE • STATE OF CALIFORNIA • • SPECIFICATIONS • AND CONTRACT DOCUMENTS • • • Pavement Rehabilitation Improvement Plans ESPL 5372 (012) • (CIP #119) • • /c�,OF E SSIO�yHI • l \Q sT9T OF • • • PUBLIC WORKS DIRECTOR • NASSER ABBASZADEH • JANUARY 2010 • • • • • TABLE OF CONTENTS Pavement Rehabilitation Improvement Plans ESPL 5372 (012) (CIP #119) TITLE PAGE CONTRACT DOCUMENTS NoticeInviting Bids.........................................................................................................................1 BidProposal.....................................................................................................................................3 Scheduleof Work Items...................................................................................................................6 Non-Collusion Affidavit................................................................................................................14 • Designation of Sub-Contractors.....................................................................................................15 • Instructions to Bidders...................................................................................................................16 • Bid Bond...................................................................................................................................BB-1 . Performance Bond ....................................................................................................................PB-1 Labor& Material Bond.............................................................................................................LB-1 CONTRACT • Contract................................................................___..................................................................0-1 SPECIAL PROVISIONS Workto be Done....................................................................................SP-1 • Plans.......................................................................................................SP-1 • Section 1 Standard Specifications..........................................................................SP-4 • Section 2 Terms Defined .......................................................................................SP-6 • Section 3 Flow and Acceptance of Water..............................................................SP-6 • Section Water...............................................................................:......................SP-6 Section 5 Insurance and Overhead Costs...............................................................SP-6 Section 6 Protection of Existing Utilities...............................................................SP-6 Section 7 Protection of Private Property................................................................SP-7 Section 8 Construction Zone..................................................................................SP-7 • Section 9 Pre-Construction Coordination Meeting................................................SP-7 • Section 10 Project Site Maintenance .......................................................................SP-7 • Section 11 Preservation of Survey Monuments.....................................................SP-10 • Section 12 Monumentation Identification .............................................................SP-1 I Section13 Hours of Work .....................................................................................SP-11 Section 14 Prosecution of Work............................................................................SP-11 Section 15 Encroachment Permit...........................................................................SPA I Project Schedule Form.........................................................................SP-12 • ADDITIONAL SPECIAL PROVISIONS FOR CAPE SEAL AND SLURRY SEAL SP-13 i i • • TABLE OF CONTENTS (Continued) • • Pavement Rehabilitation Improvement Plans • ESPL 5372 (012) • (CIP #119) • • TITLE PAGE DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BidItem I Mobilization......................................................................................................DS-I • Bid Item 2 Unclassified Excavation....................................................................................DS-1 • Bid Item 3 Cold Milling......................................................................................................DS-2 • Bid Item 4 Cold Milling Existing Speed Bump..................................................................DS-2 • Bid Item 5 Crack Sealant 1/8" and Greater.........................................................................DS-3 • Bid Item 6 2" AC Overlay ..................................................................................................DS-4 • Bid Item 7 Construct raised AC speed hump......................................................................DS-6 • Bid Item 8 Adjust City SJC Valve Boxes...........................................................................DS-6 Bid Item 9 Adjust Manholes to Grade ...............................................................................DS-6 • Bid Item 10 Adjust Survey Well Monument Cover.............................................................DS-6 • Bid Item 11 Install Detectable Warning Surfaces (DWS)....................................................DS-7 • Bid Item 12 Reconstruct/Construct 4" PCC Curb Ramp with DWS...................................DS-7 . Bid Items 13-35 Project Striping and Markings.......................................................................DS-7 • Bid Item 36 Install Inductive Loop Detectors.......................................................................DS-8 • Bid Item 37 Remove and Reinstall In-Place Existing Street Sign........................................DS-8 • Bid Item 38 Provide Traffic Control.....................................................................................DS-9 • Bid Item 39 Provide City Notification Signs......................................................................DS-11 Bid Item 40 Project Survey.................................................................................................DS-11 • Bid Item 41 Off-street Storage of Equipment and Materials..............................................DS-12 • Bid Item 42 Slurry Seal.......................................................................................................DS-12 • Bid Item 43 Cape Seal ........................................................................................................DS-12 • Bid Item 44 Striping and Markings for Bike Trial and Cape Seal Streets..........................DS-12 APPENDICES • I. MODEL MAINTENANCE PROCEDURES ................................................................A-1 • II. FEDERAL REQUIREMENTS ......................................................................................A-2 • III. SPEED HUMPS ON HILLSIDE TERRACE ................................................................A-3 IV. SPEED HUMPS ON VIA LOS PAJAROS ..................................................................A-4 • V. CAPE SEAL STREETS PLAN .....................................................................................A-5 VI. BIKE TRAIL REHABILITATION LOCATIONS .......................................................A-6 • • • ii • • • • • • • • • Pavement Rehabilitation Improvement Plans • ESPL-5372 (012) • (CIP #119) NOTICE INVITING BIDS • Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the . 286' day of January. 2010, receive sealed proposals or bids for Pavement Rehabilitation • Improvement Plans (CIP#119), in accordance with the approved Plans, Specifications, Special Provisions, Caltrans Standard Specifications, and the Standard Specification 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 • hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo • Adelanto, San Juan Capistrano, California. A portion of the project is federally funded. 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. Exclusive of written addenda, 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 seventy (70) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. • BIDDERS ARE HEREBY NOTIFIED THAT, 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 and shall be made available to any interested party on request. • • • • • • • • 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$60, non- refundable, is required for obtaining each set of plans and specifications. There will be a $15 • . 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�ie Council members of the City of San • Juan Capistrano and is dated this day f c<<k, • CI Y C • CITY O SAN JUAN CA IS NO ORANGE COUNTY, CAL O NIA • • • • • • • • • • • • • • • • • • • • • • BID PROPOSAL For the: Pavement Rehabilitation Improvement Plans • ESPL-5372 (012) • (CIP #119) • 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, Caltrans Standard • Specifications, 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 (Bike Trail and Streets except Camino Capistrano) Figures Words (Camino Capistrano) Figures SSaid 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 within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of seventy (70) calendar days. • All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in 3 / • • 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, 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 may be 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 I 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 i 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 thereof.) • • 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 i • Dated: Telephone Number • • • • • • • • • • • • • • • • • 5 • • • • SCHEDULE OF WORK ITEMS- 1 • • Pavement Rehabilitation Improvement Plans • (CIP #119) • • 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 City of San Juan Capistrano(includes • all streets and bike trail except Camino Capistrano),in accordance with the specifications for the • unit price set forth in the following item(s): • • Item Work Items With Unit Price Approximate Unit Price Total Amount No. (Written in Words) Qua In Figures) • ROADWAY&SIDEWALK IMPR©VEMENTS • Mobilization for the lump sum price of 1 dollars. 1 L.S. • Unclassified excavation for street surface • planing of existing asphalt concrete pavement • 2 for the unit price of dollars 0 C.Y. • per cubic yard. Cold Mill 6' header cut, 0 to 1-5/8" deep for • 3a the unit price of dollars per 18,418 S.Y. square yard. • Cold Mill 6' header cut, 2" deep for the unit 3b price of dollars per square 4,536 S.Y. • yard. • Cold Mill 20' header cut, 2" deep for the unit • 3c price of dollars per square 2,911 S.Y. yard. • Cold Mill full width, 2" A.C. pavement for the 3d unit price of dollars per 3,372 S.Y. • square yard. • 4 Cold Mill existing speed bump for the unit 201 S.Y. rice of dollars square yard. • 5 Crack sealant 1/8" and greater for the lump 1 L.S. • sum price of dollars. • 6 A.C. overlay for the unit price of 12,272 TON • dollars per ton. Construct raised A.C. speed hump for the unit 7 15 EACH • rice of dollars each. • 8 Adjust CV WD valve boxes to grade for the 152 EACH • unit price of dollars per each. • • 6 • • i i Item Work Items With Unit Price Approximate Unit Price Total Amount • No. (Written in Words) Quantity In Figures) Adjust manhole to grade for the unit price of • 9 dollars each. 97 EACH . Adjust survey well monument cover to new • 10 grade for the unit price of 2 EACH dollars each. • Install Detectable Warning Surface (DWS) the • 11 7 EACH per Caltrans Std. Plan A88A • 12 Reconstruct/Construct 4" P.C.C. curb ramp 46 EACH with DWS • TttAl kTG s PRIP ?G FSI avERT,AY'sTREETs, Install thermoplastic 4" Solid White Lineper • 13 Caltrans Std. Plan A20A for the unit price of 14,622 L.F. • dollars per linear foot. Install thermoplastic 4" Solid Yellow Line per • 14 Caltrans Std. Plan A20A for the unit price of 433 L.F. i dollars per linear foot. Install thermoplastic 4" Dashed White Line per Caltrans Std. Plan A20A, Detail 9 for the . 15 unit price of dollars per linear 3,926 L.F. • foot. • Install thermoplastic Double-Yellow Solid Median Island per Caltrans Std. Plan A2013,i 16 Detail 29 for the unit price of 9,360 L.F. dollars per linear foot. • Install thermoplastic Double-Yellow Dashed • Median Island per Caltrans Std. Plan A2013,,17 Detail 32 for the unit price of 630 L.F. dollars per linear foot. i Install pavement markers and thermoplastic i 18 traffic lines per Caltrans Std. Plan A20C, 252 L.F. • Detail 37B for the unit price of dollars per linear foot. Install thermoplastic 8" While Line for Left i turn pocket per Caltrans Std. Plan A201),. 19 Detail 38 for the unit price of 2>794 L.F. • dollars per linear foot. Install thermoplastic 6" White Line per j • Caltrans Std. Plan A20D, Detail 39A for the 20 unit price of dollars per linear 80 L.F. • foot. • Install 6" White Line per Caltrans Std. Plan • 21 A201), Detail 39 for the unit price of 451 L.F. dollars per linear foot. 7 • • • Item Work Items With Unit Price Approximate Unit Price Total Amount No. (Written in Words) Quantity In Figures) • Install thermoplastic pavement markings, arrows per Caltrans Std. Plan A24A for the • 22 unit price of dollars per square 764 S.F. foot. Install thermoplastic pavement markings, • symbols and numbers per Caltrans Std. Plan • 23 A24C for the unit price of 0 S.F. • dollars per square foot. • Install thermoplastic pavement markings, words per Caltrans Std. Plans A24D and A24E • 24 for the unit price of dollars per 2,025 S.F. • square foot. • Install thermoplastic 12" crosswalk or limit • line per Caltrans Std. Plan A24E(color as shown) and 12"wide Solid White chevrons • 25 per California MUTCD Section 3B.101(CA) 1,481 L.F. • at 10' spacing for the unit price of • dollars per linear foot. • Install thermoplastic 4" Yellow center line extension through intersection per Caltrans • 26 Std. Plan AND, Detail 41 for the unit price of 0 L.F. • dollars per linear foot. • Install thermoplastic 4" White Line per • 27 Caltrans Std. Plan A20D, Detail 40 for the unit 0 L.F. • price of dollars per linear foot. Install thermoplastic Bike Lane Arrow and • Bike Lane Symbol per Caltrans Std. Plans • 28 A24A and A24C for the unit price of 1 EACH • dollars per each. • Install thermoplastic Double Yellow line per . 29 Caltrans Std. Plan A20A, Detail 22 for the unit 3812 L.F. price of dollars per linear foot. Install thermoplastic Double Yellow line per 30 Caltrans Std. Plan A20A, Detail 1 for the unit 912 L.F. • price of dollars per linear foot. • Install thermoplastic parking lines per Detail 9 31 Sheet 3 and California MUTCD Section 3B.18 0 L.F. • for the unit price of dollars per linear foot. • Remove and re-install 8"non-reflective dome 32 markers for the lump sum price of 0 L.S. • dollars. 33 Remove and re-install IDM light for the lump 0 L.S. • sum price of dollars. • • 8 • • • • Item Work Items With Unit Price Approximate Unit Price Total Amount • No. Written in Words Quantity In Figures) Construct Fire Hydrant location marker per • California MUTCD Section 3, Figure 3B- • 34 102(CA), (blue dot) for the unit price of 38 EACH dollars each. Construct Hump Striping per MUTCD Figure • 35 3B-29, Option B or C, and"Bump" Pavement 1 LS • Marking Per MUTCD • Reconstruct inductive loop detectors for the • 36 unit price of dollars each. 4 EACH � ..�.'- i .,..,Ya.�a u �.', 1ry = P 5 .0 . • Remove and re-install in place existing street 37 sign for the unit price of 3 EACH • dollars each. • 38 Provide Traffic Control for the lump sum price 1 L.S. • of dollars. 39 Provide City notification signs for the lump 1 L.S. • sum price of dollars. Project survey for the lump sum price of 40 1 L.S. • dollars. • Off-street storage of equipment and materials 41 for the lump sum price of 1 L.S. • dollars. • 42 Bike Trail Slurry Seal for the unit price of 6,680 S.Y. dollars per square yards. • Hot Rubber Cape Seal (Chip Seal overlaid with Type II Slurry Seal with 2% latex) for the • 43 unit price of dollars per square 128,791 S.Y. • yards. • Striping and Markings for Bike Trails and • 44 Cape Seal Streets for the lump sum price I L.S. • of • • Total Bid Price (Enter here and on Page 3) • • $ • Words Figures • • • • • 9 • • • SCHEDULE OF WORK ITEMS- 2 • • Pavement Rehabilitation Improvement Plans • ESPL-5372 (012) Camino Capistrano Overlay iThe 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 City of San Juan Capistrano (only Camino Capistrano), in accordance with the specifications for the unit price set forth in the following item(s): • Item Work Items With Unit Price Approximate Unit Price Total Amount • No. Written in Words Quantity In Figures) • ROADWAY &S3DE4VALK;IMPTtOVEMENTS, • 1 Mobilization for the lump sum price of 1 L.S. • dollars. . Unclassified excavation for street surface 2 planing of existing asphalt concrete pavement 0 C.Y. for the unit price of dollars per cubic yard. • Cold Mill 6' header cut, 0 to 1-5/8" deep for • 3a the unit price of dollars per 5,975 S.Y. square yard. • Cold Mill 6' header cut, 2" deep for the unit 3b price of dollars per square 4,536 S.Y. • yard. Cold Mill 20' header cut, 2" deep for the unit 3c price of dollars per square 778 S.Y. • yard. • Cold Mill full width, 2"A.C. pavement for the . 3d unit price of dollars per 7,986 S.Y. square yard. • 4 Cold Mill existing speed bump for the unit 0 S.Y. • rice of .dollars square yard. • 5 Crack sealant 1/8" and greater for the lump sum rice of dollars. 1 L.S. • 6 2" A.C. overlay for the unit price of 4,400 TON dollars per ton. • 7 Construct raised A.C. speed hump for the unit 0 EACH • rice of dollars each. . 8 Adjust CVWD valve boxes to grade for the 45 EACH • unit price of dollars per each. • • 10 • • • • Item Work Items With Unit Price Approximate Unit Price Total Amount No. (Written in Words) Quantity In Figures • Adjust manhole to grade for the unit price of • 9 dollars each. 34 EACH • Adjust survey well monument cover to new • 10 grade for the unit price of 0 EACH dollars each. • 11 Install Detectable Warning Surface (DWS)the 12 EACH • per Caltrans Std. Plan A88A • 12 Reconstruct/Construct 4" P.C.C. curb ramp 22 EACH • with DWS • TRP F7 IG,STRIPING FQ :OVERLAY STR7 ETS • InstalI thermoplastic 4" Solid White Line per 13 Caltrans Std. Plan A20A for the unit price of 2,382 L.F. • dollars per linear foot. Install thermoplastic 4" Solid Yellow Line per 14 Caltrans Std. Plan A20A for the unit price of 0 L.F. dollars per linear foot. • Install thermoplastic 4" Dashed White Line per Caltrans Std. Plan A20A, Detail 9 for the • 15 unit price of dollars per linear 3,354 L.F. • foot. Install thermoplastic Double-Yellow Solid Median Island per Caltrans Std. Plan A20B, • 16 Detail 29 for the unit price of 2,404 L.F. dollars per linear foot. • Install thermoplastic Double-Yellow Dashed • Median Island per Caltrans Std. Plan A2013,17 Detail 32 for the unit price of 4,248 L.F. • dollars per linear foot. • Install pavement markers and thermoplastic • 18 traffic lines per Caltrans Std. Plan A20C, 330 L.F. • Detail 37B for the unit price of • dollars per linear foot. Install thermoplastic 8" While Line for Left • turn pocket per Caltrans Std. Plan A20D, • 19 Detail 38 for the unit price of 3,151 L.F. • dollars per linear foot. • Install thermoplastic 6" White Line per Caltrans Std. Plan AND, Detail 39A for the • 20 unit price of dollars per linear 385 L.F. foot. • Install 6" White Line per Caltrans Std. Plan • 21 A20D, Detail 39 for the unit price of 2,079 L.F. dollars per linear foot. • • 11 • • • • Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words) Quantity (In Figures) • Install thermoplastic pavement markings, • arrows per Caltrans Std. Plan A24A for the 22 unit price of dollars per square 804 S.F. foot. • Install thermoplastic pavement markings, • symbols and numbers per Caltrans Std. Plan • 23 A24C for the unit price of 0 S.F. • dollars per square foot. Install thermoplastic pavement markings, words per Caltrans Std. Plans A24D and A24E • 24 for the unit price of dollars per 1,189 S.F. • square foot. Install thermoplastic 12" crosswalk or limit • line per Caltrans Std. Plan A24E (color as 25 shown) and 12"wide Solid White chevrons 3,104 L.F. per California MUTCD Section 3B.101(CA) at 10' spacing for the unit price of dollars per linear foot. • Install thermoplastic 4" Yellow center line extension through intersection per Caltrans • 26 Std. Plan A20D, Detail 41 for the unit price of 0 L.F. dollars per linear foot. • Install thermoplastic 4" White Line per 27 Caltrans Std. Plan A20D, Detail 40 for the unit 83 L.F. • price of dollars per linear foot. Install thermoplastic Bike Lane Arrow and • Bike Lane Symbol per Caltrans Std. Plans • 28 A24A and A24C for the unit price of 4 EACH • dollars per each. • Install thermoplastic Double Yellow line per . 29 Caltrans Std. Plan A20A, Detail 22 for the unit 1200 L.F. price of dollars per linear foot. • Install thermoplastic Double Yellow line per • 30 Caltrans Std. Plan A20A, Detail I for the unit 0 L.F. • price of dollars per linear foot. • Install thermoplastic parking lines per Detail 9 31 Sheet 3 and California MUTCD Section 3B.18 500 L.F. • for the unit price of dollars per linear foot. • Remove and re-install 8" non-reflective dome 32 markers for the lump sum price of 0 L.S. • dollars. • 33 Remove and re-install IDM light for the lump 0 L.S. • sum price of dollars. • • 12 • • • • Item Work Items With Unit Price Approximate Unit Price Total Amount • No. (Written in Words) Quantity (In Figures) • Construct Fire Hydrant location marker per • California MUTCD Section 3, Figure 313- • 34 102(CA), (blue dot) for the unit price of 13 EACH dollars each. • Construct Hump Striping per MUTCD Figure • 35 313-29, Option B or C, and"Bump" Pavement OLS • Marking Per MUTCD • 36 Reconstruct inductive loop detectors for the 116 EACH • unit price of dollars each [ x r • kr7��,� 4�"yn rc � : i .LkFe3 RN Remove and re-install in place existing street • 37 sign for the unit price of 2 EACH • dollars each. • 38 Provide Traffic Control for the lump sum price 1 L.S. • of dollars. Provide City notification signs for the lump • 39 1 L.S. sum rice of dollars. • 40 Project survey for the lump sum price of 1 L.S. • dollars. • Off-street storage of equipment and materials 41 for the lump sum price of I L.S. • dollars. • • • • • • • • • • • • • • • • 13 • • • • 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 bidder in this general business. • • DATED: • SIGNATURE On this the day of 2010,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 • • • • 14 • • • 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 Nhich 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. • s. • • • BIDDER'S NAME • • • AUTHORIZED SIGNATURE • • • • 15 • • • • • • 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. • • 16 • • • • • 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 properly 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 furnish 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 of ten 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. • 17 • • • • • 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 Reiection 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 be 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. • • • • 18 • • • • • Time Performance • The work shall be commenced within fifteen (15) calendar days from the date of issuance of the • Notice to Proceed and shall be diligently prosecuted until completion. A time limit of seventy(70) • calendar days from the date specified in the Notice to Proceed has been set for completion of the • work. The bidder's attention is directed to the specifications as to provisions 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 Waves • • 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 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 a fee. The Contractor must comply with all • conditions of the City Encroachment Permit as part of the contract. • • • • • • • • • • • • • • • 19 • • • • • • BID BOND • • • KNOW ALL MEN BY THESE PRESENTS, that we, • as PRINCIPAL, and as SURETY, • hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of • $ for payment whereof Principal and Surety bind themselves, • their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. • THE CONDITION OF THIS OBLIGATION is such that whereas the • Principal has submitted the accompanying bid dated for the construction of: • for the City of San Juan Capistrano, Orange County, California. • NOW, THEREFORE, if the Principal shall not withdraw said bid within • thirty (30) days after the opening of same, and shall, within fifteen (15) 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 said 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 to remain in full force and effect. • 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, incurred by City in successfully enforcing such obligation, all to be taxed as costs and • included in any judgment rendered. • • Executed this day of 20 , at • California. • • • • • BB-1 • • • • • • • • Principal • • • By: • • Title: • • • • • Surety • • By: • Title: • (Notarization and Seal) • • • Approved as to form: • • • Omar Sandoval, City Attorney • • • • • • • • • • • • • • • • BB-2 • • • • • • • PERFORMANCE BOND • • KNOW ALL MEN BY THESE PRESENTS, that as Principal (hereinafter • called "Contractor"), and • 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 • Dollars ($ ), 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): • • 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 to 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 day of 201 • at California. • • s PRINCIPAL • • • • (NOTARIZATION AND SEAL) • • • • • SURETY • • • • (NOTARIZATION AND SEAL) • • • • APPROVED AS TO FORM • • OMAR SANDOVAL, CITY ATTORNEY • • • • • • PB-2 • • • • • • Premium included • • 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: • 1 License No. • hereinafter designated as "Principal", a contract for • ; and • 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 performance 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 • Principal, and as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal • corporation, in the penal sum of DOLLARS • ($ ), 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. • 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 that 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 day of 20 , at • California. • PRINCIPAL • By: • • • • SURETY • • By: • (Notarization and Sea[) • • APPROVED AS TO FORM • • • Omar Sandoval, City Attorney • • • LM-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. I� • • 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 Pavement Rehabilitation Improvement Plans (CIP #119) 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,xx ($xx) 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 • C-1 • • • • 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 i 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. S 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. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $1,000,000 property damage; • $1,000,000 injury to one person/any one occurrence/not limited to contractual period; • $2,000,000 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 • C-2 • • • • 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 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. • If contractor is not already enrolled in the U.S. Department of Homeland Security's E-Verify • program, Consultant shall enroll in the E-Verify program within fifteen days of the effective date of • this Agreement to verify the employment authorization of new employees assigned to perform work • hereunder. Consultant shall verify employment authorization within three days of hiring a new • employee to perform work under this Agreement. Information pertaining to the E-Verify program can be found at http://www.uscis.gov, or access the registration page at • https://www.visdhs.com/emploverregistration. Consultant shall certify its registration with E-Verify • and provide its registration number within sixteen days of the effective date of this Agreement. • Failure to provide certification will result in withholding payment until full compliance is • demonstrated. • • C-3 • 0 • • 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: . Dr. Londres Uso, MAYOR • • BY: • CONTRACTOR • • LICENSE NO. • • CLASSIFICATION ATTEST: • • • Maria Morris, City Clerk • • • APPROVED AS TO FORM: • • Omar Sandoval, City Attorney • • • • • • • • • • • • • • • C-4 • • • • • • CITY OF SAN JUAN CAPISTRANO • • Pavement Rehabilitation Improvement Plans • ESPL-5372 (012) WIP #1191 • • SPECIAL PROVISIONS • • WORK TO BE DONE • • The work consists of cold milling asphalt concrete and asphalt concrete overlay,cape seal,or slurry • seal; protection and adjustment of utilities; traffic control and construction of traffic striping and markings. • • Such other items not mentioned above that are required by the plans or details, standard • specifications, or the special provisions shall be performed, placed, constructed, or installed. • PLANS • • Included as a part hereof are the following plans for asphalt concrete overlay(in bold type)showing • the location, extent, and details of the work to be done. Sheet No. Plan Title • 1 Title Sheet • 2 Notes 3 Typical Sections, Construction and Striping Details • 4 -Quai4ities y n lipa.. St_eet (St. 114=50.00 to et. 21=4=60.00) • 7 n lipa., Street(St, 214-60.00 to et. 314=50.00) • & n 1:....... 94feet (St.. 31+50nn to ct., nzinn nm . o n 1:_e, Street(et., 43knn nn to et.. 54+50.00) To 1 n n 1:_e, ,,ct_eet (Stcn�cn ..nn to Sta. 64i00nm • 11 A lipa.. Street (St„ 644-00.00 to End) n • -i2 Ali.....;.. St«eet (Galle jardin to Mariner Drive) • 13 Andres Pico Road (Avenida Don Juan to End) i-4 Avenida e-epiiefte (Galle De«f ete to Galle Ayiade..) • 15 Avenida La Paloma (Camino Capistrano to Avenida Los Amigos) 16 Avenida Lff ge (San juan Greek to Via La Plata) • 17 Avenida Los Amigos (Avenida Padre to Avenida La Paloma) _i_o9 Calle A....eye (La Ave. to et., o-�nc nm 1 n Calle n....oye (St.. 8 ;25M t,. cta 194=7c nm • r. 22 Galle Den GEffle (Avenida Galita to End) 23 Gale EpArade_e (Galle ,lel r..mpe t,) Galle BelmefAe) • 24 Calle La Purisima (Avenida de la Vista to End) • 2 G-..ne Miramar (Via de n,..,a to et„ 11125nm • • SP-1 • • • • • 26 Galle Nfirafflar(Sta. 11 125.00 to Sta. 20 1 50. 11� 00) 28 Calle San Francisco (Avenida de la Vista to Calle San Juan) • 29 Calle San Juan (Calle San Francisco to Calle San Luis) • 30 Camino Capistfane (Ose Read te Sta. ^mow) 31 Eainifne-^c-ajpistfane-(Sta. 1 0inn—mTo0.00 ie 20*50710v), • 33 Camino Capistrano (Sta. La Zanja to 41+75.00) • 34 Camino Capistrano (Sta. 41+75.00 to 52+50.00) 35 Camino Capistrano (Sta. 52+50.00 to 63+50.00) 36 Camino Capistrano (Sta. 63+50.00 to 73+85.00) • 37 Camino Capistrano (Sta. 73+85.00 to 84+75.00) • 38 Camino Capistrano (Sta. 84+75.00 to 95+25.00) • r9 cmrinm Capistrano (Sta. 95 cTovzv c05 -75.00) 40 Ease Gapistran e /c�e3+75.00 to-116+50:00) 42 Camino Capistfane (Sta. 127-150.00 to 1384=5040)• 41 Gafnifte Gapistfane (Sta. 116+50.00 to 127=k5040) • 43 C..w ine Capistrano (St, 138150.00 to 1noicn " • 44 Camino Capistrano (St, 149 150.00 to 160i50nm • 45 r'^...ine Capi..t_,.no (St, 160 150.00 to 177 i cn nm • T6 Gamine Gapist_ane (St, 171 X50 nn to ria., r :. o • 4; Camino Del Avian Obispo Stfeet to Sta. 11+25.00) 48 rte.....:..,. Del n..:,... (St, 11+25.00 to et. 22125.00) • 49 n.......:ne Del n..ie (ct.. 22+25.00 to n lipaz Street) • 5o G-amino r , e (San Juan Creek to et. 94-50.00) • 5-1 r'.....ino T ,.,.,...gue (et., 9+50.00 to v:,, Buena Vista) • 52 Canyon Crest Road (Mission Hills to End) 53 Country Hills Road (Westerly End to Sta. 9+25.00) • 54 Country Hills Road (Sta. 9+25.00 to Via Escolar) • 55 Dominion Way (Windsor Drive to End) 56 III Camino Real (La Zanj.. Sifeet to et,, 9�25nm • 57 EI Camino Real ret.. 9=4=25.00 to 184=75.00) • 5$ El Gamine Real (S 5:0^0 to Spfing Stye • 59 Highland Drive (1200' E/o Monarch Drive to Sta. 21+00.00) • 60 Highland Drive (Sta. 21+00.00 to 2710' E/o Monarch Drive) 61 Hillside Terrace (Viewpoint Circle to Sta. 11+50.00) • 62 Hillside Terrace (Sta. 11+50.00 to Saddleridge Drive) • 63 T-^ a e(OnegaHwy to St l n�1nn not • 64 La wroyi Avenue ret, l 0=1=00.00 to et. 20450nm 65 La wTeyi Avenue ret. 20=4=50.00 to et, 21X26nm • 66 l eVenae cam, tea +'=ion t,. co to 41=40- Q`7 • 6 • 68 La Trevi n..,.nue rota 51 inn nn t,, Vi n-1 v_.,a, ) 6f) La —7-a—plia Stfeet (Avenida de In-1.7i4a tA S42. 94=70.00) 70 La Zanja Street(Sta. 9+70.00 to Guadalupe Street) • 71 res Ries et..eet mei Obispo et..eet to et., 104=75.00) • 72 Les Ries St=ee (Sta. to MissienSt!eeo • 73 Mission Street (Los Rios Street to Lobo Street) 74 Oftega Hwy (Gafnine Capisirane to El Camino Real) • 75 Paseo Belardes (Via Belardes to End) • SP-2 • • • • • 76 Paseo Carmel (Avenida de la Vista to End) • 77 Paseo Molinos (Calle Jardin to End) 78 Paseo San Gabriel (Avenida de la Vista to End) • 7 Paseo Tartug /Gallo V:11.. !`l..«.. +,. 1r«A\ • 80 Ramos Street (Los Rios Street to Paseo Adelanto) • 81 Saddleridge Drive (Silver Creek Drive to Sta. 10+00.00) 82 Saddleridge Drive (10+00.00 to Hillside Terrace) 83 San juan Greek Read (Camino Capistrano te-sta�� • 84 San ruan I—re'-.1n....a to, 9400nn.,, et,. 20! 00nn\ • 85 San ruaf Greek n,.a (St. 201 00.00 t,, Sta. 31+00.00) 86 San r,.a C feek Read iota. 31 inn nn to et., 1.1 inn n0) • 87 Sa Juan Creek Read iota, 41 �00nn to St,. 51 X50 nm • 88 San Juan Creek Road (Sta. 51+50.00 to Sta. 62+00.00) • 89 San Juan Creek Road (Sta. 62+00.00 to Sta. 72+00.00) • 90 San Juan Creek Road (Sta. 72+00.00 to Sta. 82+00.00) 91 San Juan Creek Road (Sta. 82+00.00 to Sta. 92+00.00) • 92 San Juan Creek Road (Sta. 92+00.00 to Sta. 102+00.00) • 93 San Juan Creek Road (Sta. 102+00.00 to Sta. 112+00.00) • 94 San Juan Creek Road (Sta. 112+00.00 to Sta. 122+00.00) 95 San Juan Creek Road (Sta. 122+00.00 to Camino Chico) • 96 Via Barcelona (Los Rios Street to Calle La Purisima) • 97 Via de Agua'.Camino T as Raynblas!E) Sta. 11*00.00) • ict.. 114=00.00 to et.. -n�nn nm ng Via de �gL},@-�oia, n cv Sta. zo oo.vv7 ilk (St.. 2n+nn nn to et 30�0n n0\ V}8 a �gk}aTosa:z:o vo-vo zv Sta. �o � o.v '7 • }e} Via de (Sta. 4x vo.vo to zwxc.acxzyz✓.ao) 1 103 Village Road (Arbor Road to Orangewood Road) 104 Windsor Drive (Highland Drive to Sta. 8+50.00) • 105 Windsor Drive (Sta. 8+50.00 to End) • 106 Ysidora Street (Andres Pico Road to End) • • Bike trails shall be Overlaid or Slurry Sealed in the areas noted in Appendix A-6. • Included as a part hereof in Appendix A-6 is a map showing the location and extent of the Cape Seal • work to be done on the following streets. • • Street Branding Iron Road Mission Hills Drive to end • Highland Drive Monarch Drive to 1200' e/o Monarch Drive • Highland Drive 2710' e/o Monarch Drive to Hillside Terrace • Hillside Terrace Highland Drive to Viewpoint Circle • Horseshoe Bend Homo Creek Road to end Mission Hills Drive Silver Spur to end Monarch Drive Highland Drive to end • Outpost Road Mission Hills Drive to end • Regency Court Highland Drive to end Royal Drive Highland Drive to end • SP-3 • • • Silver Creek Drive Highland Drive to Saddleridge Drive Silver Spur Drive Mission Hills Drive to end • Valley Rim Circle Saddleridge Drive to end • Vantage Circle Saddleridge Drive to end • Viewpoint Circle Hillside Terrace to end • Village Road Orangewood Drive to Trabuco Creek Road Wildwood Lane Country Hills Road to end • Alipaz Street Calle Rio Vista to Del Obispo Street • Camino Lacouague San Juan Creek Road to end of paved road • San Juan Creek Road Valle Road to La Novia Avenue Paseo Nogal La Zanja Street to end • Paseo Naranja La Zanja Street to end • Calle San Luis Calle San Jaun to Avenida de la Vista • Calle Santa Barbara Avenida de la Vista to Los Rios Street Los Rios Street La Zanja Street to end before Mission Street • Oso Road Avenida de la Vista to westerly end Paseo Santa Clara Avenida de la Vista to end • Speed Humps shall be constructed as shown on the asphalt concrete overlay plans and Appendices • A-3 and A-4. • • SECTION 1 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications 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 Public Works Director, the 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 Public Works Director, 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 cant'the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the • SP-4 • • • • 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 • 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 2-9.1 - Permanent Survey Markers • • The Contractor shall preserve all centerline survey monumentation before starting work.The • Contractor shall obtain copies of all available centerline tie notes and/or corner records for the intersections within the project from either City Engineer of the City of San Juan • Capistrano or the office of the Orange County Surveyor.Verification and replacement shall • be done only under the direction of a Registered (licensed) Land Surveyor or a Registered • (licensed)Civil Engineer authorized to practice land surveying within the State of California. All centerline monumentation shall be replaced after construction and within 7 days of • finished paving unless otherwise specified. All centerline monuments that have been replaced shall have new corner records prepared to document the current location and • description of monument set. Corner records shall be submitted to the City Engineer for • review and approval before filing them with the County Surveyor's office. If a documented centerline monument is found,the Contractor shall have them checked,as to • the accuracy of measurements and description of physical monument in place,and prepare a • corner records. If any discrepancies are found,they should be documented and submitted to the City Engineer for review. • • If monument is found and centerline tie notes do not exist, the Contractor shall prepare a • corner record documenting the location and description of the centerline monument and ties. • 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. • • SP-5 • • • • 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. • 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 City of San Juan Capistrano Water Department at a cost. • Arrangements for temporary construction water services permit and water service may be made by • contracting the City of San Juan Capistrano Water Department at(949)487-4300 one week prior to • need for service. All water facility construction shall conform to the "Standard Specifications,"City • of San Juan Capistrano Water Department, 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. • • SP-6 • • • • 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 • 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: • 1. The National Pollutant Discharge Elimination System(NPDES)General Permit for Storm Water • Discharges Associated with Construction Activity (General Permit) (when applicable), Water • SP-7 • • • • Quality Order 99-08-DWQ,NPDES No. CAS000002 and subsequent modifications,which can be found on the intemet at: • http://www.waterboards.ca.gov/stormwtr/construction.html • • 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 implement of an effective combination of erosion and sediment controls, • waste and materials management controls,and other BMPs,as required to minimize transport of • pollutants from the site to streets, drainage facilities or adjoining property by 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 of the conditions of the 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 stone 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. • SP-8 • • • • • 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. • 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 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 1 st 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 • SP-9 • • 24 hours during any prolonged rain event. The Contractor shall implement special maintenance measures as required to meet all requirements at Contractor 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 perform 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. • • 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 Contractor shall 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 provided and/or violation of the 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 "Corner Records"prepared for filing in the Office of the 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 monumentation 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 SP-10 • • • 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. • SECTION 13—HOURS OF WORK • • For San Juan Creek Road • Hours of work shall be 8:30 am to 2:00 p.m. • For Camino Capistrano- La Zania St. to San Juan Creek Road • Hours of work shall be 9:00 p.m. through 5:00 a.m. For all other Streets Hours of work(which includes the delivery and/or recovery ofmaterials,supplies,or construction • equipment) shall be 8:30 am to 3:30 pm, and no work shall be done on weekends and City • holidays. (SJCMC Sec. 8-2.04). • SECTION 14—PROSECUTION OF WORK • • 1. There should be no period that roadways are not available,except for the areas where work is • being done. All areas which have been cold milled but not overlaid must be marked with the • appropriate signs alerting traffic of rough road conditions. • 2. No work is to be started that cannot be completed by the time as designated by Section 13 of • these Special Provisions. All work phases will be cleaned up daily with temporary striping/lane • markings reestablished daily. The street shall be in good condition over the weekends. • SECTION 15- ENCROACHMENT PERMIT The Contractor must comply with all conditions of the City Encroachment Permit as part of the contract. • • • • • SP-11 • • - - - - � „ - � �- - - � �- ®� � �� . , .. ���e������� -����C������� -�����������C -��C��������� -�����������C • • • • • • ADDITIONAL SPECIAL PROVISIONS • FOR HOT RUBBER CAPE SEAL AND SLURRY SEAL • The Standard Specification as set forth hereinbefore will control the construction materials and • construction methods except as amended by the plans,Special Provisions or other contract documents. The following Special Provisions are supplementary,and in addition to the provisions of the Standard • Specifications unless otherwise noted.The section numbers of these Special Provisions coincide with • those of the Standard Specifications. Only those sections requiring elaborations or amendments • specifying options or additions are called out. • SECTION 302-ROADWAY SURFACING • • 302-2 CHIP SEAL. • 302-2.1 General. • • 302-2.1 General. Chip Seal shall conform to Section 302-2 of the Standard Specifications and • these Special Provisions. • 302-2.2 Surface Preparation. [Added to the following]: • • The Contractor shall remove all existing striping,legends,and pavement markers within the area to • be sealed. • When removing raised pavement markers,the Contractor shall remove excessive adhesive left on • pavement caused from the removal of raised pavement markers. Removal shall be done to the • satisfaction of the Engineer. Any pavement damages caused by removal of raised pavement markers shall be filled with bituminous adhesive per Section 312-3.Removal of pavement markers • shall also conform to Section 312-3. Prior to starting chip sealing,all debris vegetation and other organic matter shall be removed from the surfaces. • • The herbicide shall be applied at least 10 days prior to chip seal operation or as directed by the • manufacturer of the approved herbicides.All other herbicides shall be submitted by the Contractor for approval and shall be certified for the use in the State of California for the specific use • intended. The application of herbicide shall be performed in accordance with all application • regulations.Any and all fines or cleanup costs for unlawful misuse or discarding of herbicides shall • be the sole responsibility of the Contractor. Mixers and spread rates for the herbicides shall be determined by the manufacturer's specifications. Wash down of equipment or discarding of • herbicides shall not enter the catch basins or positive drainage facilities. • • Prior to Chip Seal operation,all manhole covers,drain inlet covers,monument covers and all other • utility covers shall be protected from the contractor's chip seal operations by the applying a sheet • • SP-13 • • • • • • • of plastic,cut to fit or placing a plastic bag over the exposed facilities or other methods approved • by the Engineer. All traces of plastic, residual emulsion and chips shall be removed from all • manhole covers as quickly as possible,after the application,after the application of the Chip Seal and or prior to acceptance of the project. • • Immediately prior to the chip sealing operations,the contractor shall sweep the entire surface with • vacuum assisted power brooms. The contractor may be permitted to kick sweep/ broom when approved by the Engineer. • 302-2.8 Payment for Chip Seal shall be considered as included in the unit price bid for cape seal • work and no additional compensation will allowed therefore. • 302-4 EMULSION AGGREGATE SLURRY • • 302-4.2 Mixing • 302-4.2.1 General. Emulsion Aggregate Slurry shall conform to Section 302-4 of the Standard • Specifications and these Special Provisions. SEQUENCE OF WORK-Prior to the application of new construction materials,the Contractor shall perform the following: • • 1.) Perform all crack filling.This shall be finished and completely cured at least five days prior • to commencement of any additional work. 2.) Plane all buckled pavement flush with existing adjacent pavement after the cleaning is • complete. • 3.) Potholes shall be paved to match existing pavement section. • 4.) Low depressions shall be skin patched to match adjacent pavement. • 5.) Locate and mark all manholes and valve cover on curb face with removable paint before commencing cape seal. • 6.) Remove all bituminous pavement by burning or other method which is to be approved by • Engineer. • 7.) Clean all oil stained asphalt surfaces,and apply`oil seal'produced by Industrial Asphalt or an approved equal • 8.) Clean all loose materials, silt, vegetation, and other objectionable material on the existing • surface by a method, as specified or approved by the Engineer. The surface shall be free of • water, dust, and foreign materials. 9.) Sweep the surface with a rotary broom to remove all loose material. • 10.) Clean thoroughly by using compressed air to blowout loose material,then brush with a wire • brush to remove more stubborn material from all depressions and cracks not reached by rotary • broom. 11.) Wash the surface if it is dirty. The surface must be damp, but with no free water standing • before slurry seal application. • 12.) May use alternate cleaning methods only with prior approval of the Engineer • 13.) Remove all existing raised pavement markers (RPM)including reflective markers. • 14.) Remove,by wet sandblasting or by hand-operated grinder,all existing and/or visual striping • • SP-14 • • • I • • • • and pavement markings from the roadway prior to the application of cape seal. Temporary • striping markings shall be placed and maintained until the final striping and markings are • placed. 15.) Remove, by hand-operated grinder, all existing and/ or visual thermoplastic markings • including markings, striping, and crosswalks prior to the application of cape seal. • 16.) Temporary markings shall be placed and maintained until the final striping and markings are • placed. 17.) Cover all manholes,utility covers,and valve box covers with heavy removable plastic cover • materials to prevent the adhesion of construction materials. • 18.) Remove the tape covering material from manholes, water valves, and brink and concrete • crosswalks as soon as the slurry application is completed, remove and clean any deposited construction materials on the surface of these existing structures as soon as possible. • 19.) Be responsible for maintaining location of and access to all waterline valves during • construction. Oil Seal. All accumulation of oil and foreign materials shall be scraped and removed from the asphalt surface prior to application of oil seal.Any fresh petroleum deposits should be dried using • heat prior to application of oil seal. Oil seal shall be applied per manufacturer's recommendations. Severity of the petroleum stain should dictate the amount of application. Oil seal should be brushed onto the stained surface • insuring the total stain is well covered. Weed Kill. Soilsterilant shall be "Ploy —Bor Clorate" or Monbor Chlorate" (U.S. Borax and Chemical Corporation,or approved equal),applied in solution of one(1)pound of chemical to one • (1) gallon of water at least 10 days prior to placing the cape seal. The sterilant shall be applied • applied to cracks larger than Yd'with a paddle agitator spray rig.The Contractor shall provide all • necessary protection to prevent injury to animals or adjacent plant life and property occasioned by . the application of the soil sterilant.The Contractor will be held responsible for all personal injury and property damage caused by the application or storage of soil sterilant. • • Crack Seal.Prior to placing the cape seal in all cracks,areas identified greater than or equal to 1/4" • in width shall be filled with crack filler, and sprayed with soil sterilant. The pavement surface should be warm,dry, and free of any dust,dirt, and deleterious material before applyin the crack • sealant. The crack sealant shall be Type "D" Joint Sealant per section 201-3.7 of the Standard • Specification and shall be ROADSAVER II by Crafto or approved equal. The Contractor shall • submit for approval the material he intends to use for crack sealant two (2) weeks prior to its incorporation into the work. Cracks and pop-outs larger than 1" shall be sealed with D2-SC-800 • stockpile mix. 302-4.3 Application • 302-4.3.1 General. The aggregate bin shall be calibrated to 2-ton increments in order that an • accurate estimate may be made of the amount of material used for each load.Prior to the beginning • of slurry operations,the Contractor shall furnish, at no cost to the City, a current licensed weigh • master's certificate indicating the net weight capacity of the aggregate bin. • • SP-15 • • • • • • The Contractor shall be responsible for the initial setup ofthe weight scales at the stockpile site and li • all necessary relocations during the slurry seal operations. • The contractor shall apply the slurry using a minimum of two continuous mixers, one mixer to • apply slung while the other machine is in transit to and from the batch site. The Contractor shall • provide a coordinator, at least one competent quickset man, one competent driver for the mixer • applying slurry,and one shuttle driver for the machine in route to reload.The Contractor shall also provide sufficient laborers for hand work and cleanup required to insure proper progress of work. • Transit mix trucks shall not be used. • The spreader box shall be equipped with flexible material in contact with the pavement and shall • be maintained so as to prevent loss of slung outside the limits to be covered. It shall be adjustable • to assure a uniform, controlled spread and shall be equipped with suitable drags that will erase • ridges. It shall be mechanical or hydraulic type equipped with a steering device. • Prior to any change,the Contractor shall thoroughly clean all emulsion tanks and mixing units,to • prevent any chemical reaction between the two emulsions. Insofar as possible,slurry seal shall be applied to cul-de-sac areas and tree shaded areas in the early morning to allow proper curing. • Those areas that cannot be reached by regular spreading machine shall be spread by hand or by • small machine to completely cover those areas within the limitations of construction. • Sufficient water must be used to obtain a mix consistency that is smooth and homogenous, and • does not segregate on standing.The water shall not exceed the content specified in the mix design. Prior to the time delivery of each shipment of asphalt emulsion,the Contractor shall deliver to the City certified copies of the test report for that emulsion.The test report shall indicate the name of • the vendor, type, and grade of asphalt emulsion delivered, date and point of delivery, quantity • delivered,delivery ticket number,purchase order number, and results of the specified tests. The • test report shall be signed by an authorized representative of the vendor, shall certify that the product delivered conforms to the standard specifications and is compatible with the proposed • aggregate for the type and grade indicated. In addition, samples of each shipment of asphalt . emulsion shall be taken upon arrival at the job site and furnished to the Engineer; a minimum of • three of those samples,more if deemed necessary(to be selected by the Engineer),shall be tested for continued test reports.The testing required in connection with those reports,and all additional • testing, shall be provided by the Contractor st no cost to the City. • • No material from the shipment of asphalt emulsion shall be utilized or employed in performance of the work until the certified test reports and samples of the material have been furnished to,checked • by,and verified by the Engineer. • . If test results do not conform to the requirements of these special provisions, the unacceptable slurry seal shall be removed and replaced at the Contractor's expense. Continued application of • • SP-16 • • • • • • • slurry will not be allowed until it can be shown to the Engineer's satisfaction that the mix conforms • to the approved mix design.The Contractor shall,at the direction of the Engineer,repair and reseal • all areas of the street which have not been sealed properly and completely.No extension of time will be allowed for delays due to repairs,resealing,or improper mix.Any additional tests required • by the Engineer prior to continued slurry application,and the additional slurry required to correct • the previously rejected slurry application, shall be at the Contractor's expense. The approximate rate of application of coverall shall be from 1/8" to approximately 3/8" maximum,with a coverage of 3/16"desired.For bidding purposes,the Contractor shall assume the • application rate of slurry shall be 900-1000 square feet per extra long ton. The Contractor shall verify weather condition prior to the application of slurry; however, no application shall commence before 7:00 am nor after 1:30 pm. The streets to be sealed shall be • closed from the time the application begins until the mixture has achieved sufficient set to be • opened to traffic, or as directed by the Engineer. • If lumping, balling, or unmixed aggregate is observed, the slurry should be removed from the • pavement.It should be removed from the pavement.It should also be removed if courser aggregate • particles settle to the bottom of the mix. Streaks, such as those caused by oversized aggregate, • should be repaired at once with hand squeegee. • No longitudinal or transverse streaking, bleeding (flushing), or loss of cover aggregate shall be • accepted after application.Under the direction of the Engineer,Contractor shall remove all rejected • areas and repair them to the acceptable degree of the Engineer. All cost for correction work shall • be borne by Contractor. • All streets to be sealed with slurry shall be sealed from edge of pavement to the edge of pavement. Excessive build-up causing unsightly appearance shall not be permitted on longitudinal or transverse joints. Unless otherwise approved, the overlap at joints will not be less than 1" nor • greater than 3" and shall be feathered. Joints between asphalt pavement and concrete pavement • and/ or concrete gutters shall be completely and neatly sealed without excessive overlap onto • concrete; any unsightly and objectionable excess shall be immediately removed as required. • The start and finish of a slurry application shall be straight line which,unless otherwise approved • by the Engineer,shall be obtained by laying a strip of building paper or other material approved by • the Engineer on the pavement surface. After application of slurry, the paper shall be removed, leaving a straight edge. • • Spillage resulting from hauling operations along or across any public traveled way shall be • removed immediately by the Contractor at its expense. • The furnished surface of the slurry seal shall be at least as smooth as the original pavement surface. • Any corrugation on the surface creatine vibrations noticeable by passengers in an automobile • driving over the slurry sealed surface at legal speeds will result in rejection of the slung seal • construction. • • SP-17 • 0 • • • • • Following curing of the applied slurry, the roadway shall be uniformly black in color and shall • exhibit no streaking. Where the complete slurry is not uniform in color and shall exhibit no streaking. Where the complete slurry is not uniform in color,the slurry application that has been • rejected will be removed by cold planing to the original pavement. Any pavement of slurry seal • rejected shall be removed and replaced with cost home by the Contractor. • The Contractor shall be responsible for covering all asphalt pavement surfaces with an application • of slurry seal in designated areas. This will include,but not limited to asphalt pavement directly • adjacent to edges of structures,fences,wall,planters,walkways, driveways,lawns, and porches. • The Contractor shall prevent the slurry seal from being deposited on any of these facilities and or • improvements, and shall remove any splattering or spillage. • The Contractor shall provide such flagmen and barricades as are required to protect the uncured • slurry from vehicular traffic. Any damage to the uncured slurry shall be the responsibility of the • Contractor. The Contractor shall have a sufficient number of men on the job at times to properly protect the • freshly laid material and to correct any irregularities resulting from spillage, unsatisfactory • materials,or any other inconsistency as the work progresses.All discrepancies encountered in the application of slurry shall be immediately corrected to the satisfaction of the Engineer. • Upon completion of each working day,the Contractor shall clean up the streets or roads including • all utility covers and all locations occupied by him in connection with the work. All work performed by the Contractor shall be left neat and presentable condition. • • At the end of each day's work and at other times when construction operations are completed or • suspended, all equipment and other obstructions shall be removed from the roadway. • 302-4.5 Measurement and Payment. • Payment for Hot Rubber Chip and all associated work shall be made at the contract price bid per . square yard, and shall include full compensation for mix design; surface preparation;oil sealing; weed killing; crack sealing; furnishing and placing chip seal and slurry seal; clean-up; and other • items necessary to complete said work. 302-11 HOT RUBBER MIX • 302-11.1 SURFACE PREPARATION • • Surfaces to receive hot-applied modified asphalt binder shall be prepared in conformance with the provisions specified by preparing surfaces to receive asphalt emulsion as specified in Section 37- 1.04, "Preparation for Seal Coat," of the Caltrans Standard Specifications. • • 302-11.2 APPLYING MODIFIED ASPHALT BINDER • • • SP-18 • • • • • Modified asphalt binder shall be applied in conformance with the provisions specified for applying • asphaltic emulsion in Section 37-1.05, "Applying Asphaltic Emulsion," of the Standard . Specifications, except the second,third, fourth, and fifth paragraphs shall not apply. • Modified asphalt binder shall be applied at a rate-not to exceed 0.50 g/sy2 unless approved by the • Engineer. • Modified asphalt binder shall not be applied when weather conditions are unsuitable or when the • pavement is damp or wet. Excessive wind is considered unsuitable weather condition. Asphalt • binder shall be applied only when the atmospheric temperature is 65°F (I 8'C) or above and the • pavement surface temperature is 78°F(26°C)or above.Polymer modified asphalt binder shall not • be applied until sufficient Aggregate are available to immediately cover the binder being applied. • The Contractor shall determine the exact application rate of the modified asphalt binder. The • Contractor shall notify the Engineer of the exact spread rate used and shall be within 10%of the • selected spread rate. • 302-11.3 SPREADING AGGREGATE Aggregate for Modified Asphalt Binder Seal shall be spread in conformance with the provisions specified for spreading Aggregate on asphaltic emulsion in Section 37-1.06, "Spreading • Aggregate," of the Caltrans Standard Specifications, except the first, fifth, sixth, and seventh • paragraphs shall not apply. • Aggregate for Modified Asphalt Binder Seal Coat-shall be applied at a rate not to exceed 24 lb/ydz • unless approved by the Engineer. • • 302-11.4 FINISHING • Modified Asphalt Binder Seal Coat shall be finished in conformance with the provisions for • finishing Aggregate spread on asphaltic emulsion in Section 37-107,"Finishing,"of the Caltrans • Standard Specifications, except the second and third paragraphs shall not apply. In addition,the • following shall apply: • a. Removal of excess Aggregate shall be completed before uncontrolled traffic is • permitted on the modified asphalt binder seal coat. • b. Initial rolling of the modified asphalt binder seal coat shall consist of minimum ofone complete coverage with two pneumatic-tired rollers and shall begin immediately behind • the Aggregate spreader shall not exceed 60m at any time during the spreading of • Aggregate operations. • c. A minimum of 3 complete coverages, after the initial coverage, shall be made with • pneumatic—tired rollers on the modified asphalt binder seal coat. Each coverage of the roller shall be as defined in Section 39-6.03, "Compacting," of the Caltrans Standard • Specifications. • d. An initial brooming shall be performed after completion of the final rolling and prior to • routing public traffic on the modified asphalt binder seal coat. • • SP-19 • • • • • • e. A minimum of 3 complete coverages as defined in Section 39-6.03,"Compacting,"of • the Caltrans Specifications with pneumatic tired rollers, after the initial coverage, shall • be made on the asphalt-rubber seal coat. When determined by the Contractor,the final roller coverage may be made with one steel wheel roller weighing 7.25 tons minimum • and 9 tons maximum if a steel roller is used, the roller shall be operated in the static • mode only. • Sweeping shall be a multi-step operation following final rolling ofthe Aggregate.Loose Aggregate • shall be removed from the roadway surface and abutting adjacent areas.Loose Aggregate shall be • disposed of at least 46m from the nearest waterway. 302-11.5 MODIFIED ASPHALT RUBBER BINDER SEAL COAT • The Contractor shall supply the aggregate under this alternative. The Modified Binder Seal Coat • (Chip Seal)shall consist of an application of modified asphalt binder and hot aggregate pre-coated • with paving asphalt.Modified asphalt binder shall conform to the provisions specified for Medium Type seal coat in Section 37-1 "Seal Coat," of the Caltrans Standard Specifications and these special provisions. Attention is directed to the "Order of Work" of these special provisions. • 302-11.6 ORDER OF WORK The work shall be done in the following order: • 1.) Prepare the pavement surface as specified below. • 2.) Valves,manholes, ad similar structures shall be covered with sand. • 3.) Apply the Modified Binder as specified below. 4.) Spread Aggregate using a mechanical spreader as specified below. • 5.) Continuously roll the aggregate using a minimum of three(3)pneumatic tire rollers to • provide a minimum of nine (9)passes of coverage for all sealed area. • 6.) Sweep excess aggregate immediately after rolling. A minimum of three (3) sweeper • passes are required. Sweep as directed by the Engineer. 7.) Install temporary pavement markings. • 8.) All other such items and details specified shall be furnished, installed, and/ or • constructed. • 302-11.7 MODIFIED ASPHALT BINDER • • At least two(2)weeks before its intended use,the Contractor shall furnish the Engineer four(4) • one - liter cans filled with the binder proposed for use on this project. The Contractor shall supply the Engineer for approval a binder formulation and samples of all materials to be used in • the binder, at least two (2) weeks before construction is scheduled to begin. The binder • formulation shall consist of the following information: Asphalt and Modifiers for the following shall be provided to the Engineer. • • SP-20 • • • • • 1. Supplier and grade of paving asphalt. 2. Laboratory test Results for test parameters shown in these special provisions. • The binder shall be a homogeneous and storage stable material conforming to the following • requirements: • • Specification Designation ASSHTO Test • PG70-22TR Designation Requirement • Tests on Original Binder Specific Gravity 15.50C T 228 Report • Pounds per Gallon 15.5°C Report • Gallons per Ton 15.5°C Report • Total Tire Rubber and Synthetic Rubber Content, %, min. 18.5% • Solubility in Trichloroethylene, % T44 97.5% Min. • DSR, G'/sin delta @ 70`C, kPa T 315 1.0 Min. • Softening Point, "C T53 60 Min. • Flash Point, °C T48 232 Min. • Rotational Viscosity 163°C, cps T 316 1000 Max. Elastic Recovery, 25`C, % T 301 70 Min. • Chi adhesion, ASTM D3625 Pass • Tests on Residue from RTFO T 240 • AASHTO Designation T 240 • DSR, G'/sin delta 70'°C, kPa T 315 -Y-2-Min. Mass Loss after RTFO, wt% T 240 1.0 Max. • Tests on PAV Residue (100°C) R28 • AASHTO Designation PP-1 • BBR, creep stiffness @ -12'C MPa T 313 300 Max. • BBR, m-value -12'C T 313 0.300 Min. • A Certificate of Compliance shall be furnished to the Engineer in conformance with the • provisions in Section 6-1.07, "Certificates of Compliance," of the Caltrans Standard Specifications. The certificate shall certify that the material which the certificate represents • conforms to the provisions specified in these Special provisions. • When placing binder at intersections, cul-de-sacs, left-turn lanes, gore points, and other irregular • areas, the binder application shall NOT be in excess of that which can be covered with aggregate • within ten (10) minutes. When joining edges against areas with aggregate, the joint shall be swept clean of excess • aggregate prior to the adjacent application of binder. Transverse joints of this type shall be • constructed by placing roofing paper across and over the end of the previous binder application. Once the spraying has progressed beyond the paper,the paper shall be removed immediately. • The longitudinal joint between adjacent applications of aggregate shall coincide with the line • • SP-21 • • • • • • • between designated traffic lanes. Longitudinal joints shall be overlapped for complete coverage. • The overlap shall not exceed four inches (4"). • Joint edges shall be swept clean of overlapping cover material prior to application of adjacent • binder. Reasonable precautions shall be taken to avoids skips and overlaps at joints. Defects • shall be corrected at the contractor's expense. • At longitudinal joints with aggregate, the edge shall be broomed back and blended to eliminate • differences in elevation. The joints shall be free from ridges and depressions and shall have a • uniform appearance consistent with the adjacent sealed surface. Defects shall be corrected at the • Contractor's expense. • 302-11.8 AGGREGATE • • The aggregate shall consist of broken stone, crushed gravel or both. At least ninety percent • (90%) by mass of the aggregate shall consist of crushed particles as determined by California Test 205. California Test 205, Section D, definition of a crushed particle is revised as follows: • "A particle having two (2) or more fresh mechanically fractured faces shall be considered a • crushed particle." • The aggregate shall conform to the following grading requirements prior to pre-coating with asphalt. • Medium 9.5—mm max. • Size 3/8 x No. 4 • Sieve Size Percentage Passing 12.5 — mm (1/2") 100 • 9.5 — mm 3/8") 70 — 85 • 4.75 — mm (44) 0 — 15 • 2.36 — mm (#8) 0 —5 • 75 — mm (4200) 0 — 1 • The aggregate shall conform to the following quality requirements immediately prior to pre- coating with asphalt. • Test Parameters California Test Requirements Los Angeles Rattler Loss 100 Revolutions) 211 10 Max. • Los Angeles Rattler Loss 500 Revolutions 211 35 Max. • Film Stripping 302 25 Max. • Cleanness Value 227 80 Min. • Durability 229 52 Min. • The aggregate shall be pre-coated with half a percent (0.5%)to one percent (1.0%) asphalt by • mass of dry aggregate and the amount shall be determined by the Contractor. The pre-coating of • the aggregate shall be performed in a central plant. Stockpiling of the aggregate after pre-coating with asphalt will be permitted. • • 302-11.9 EQUIPMENT • SP-22 • • • • • • • • The equipment used by the Contractor for the Chip Seal operations shall conform to the • following: a. Two (2) Self-propelled power brooms. Gutter brooms or steel-tined brooms shall • NOT be used. • • b. A minimum of two (2) operational pneumatic-tire rollers conforming to the • provisions specified in Section 39-5.02, "Compacting Equipment," of Standard • Specifications, except that the rollers shall carry a minimum loading of 2,000 lbs, • (907 kg) on each wheel and an air pressure of 100 ± 5 PSI (690 ±35 kPa) in each • tire. When determined by the Contractor, the final roller coverage may be made . with one (1) steel wheel roller weighing 7.25 tons minimum and 9 tons maximum. If a steel wheel roller is used, the roller shall be operated in static mode only. • • c. The Chip Spreader shall be self-propelled, computerized rate controlled, and • equipped with an aggregate hopper in the rear, belt conveyors to carry the • aggregate to the front, and a spreading hopper to spread the aggregate. • • d. The distributor truck for applying the binder shall be self-propelled, computerized • rate controlled. The distributor truck shall be equipped with a heating unit, a pump or pumps that spray the binder within ± 0.025 gallons per Square Yard of the • specified rate and a fully circulating spray bar that applies the binder without a • streaked or otherwise irregular pattern. The distributor truck shall be equipped • with a tachometer, pressure gages, volume measuring devises, thermometer, and • computerized rate control. • • e. Trucks for hauling aggregate shall be equipped so that the aggregate can be • discharged from the tailgate. Trucks shall be equipped with a device to lock onto • the hitch at the rear of the aggregate spreader. Haul trucks shall be compatible • with the aggregate spreader so that the dump bed will not push down on the spreader when fully raised. Haul trucks dump bed shall be designed so that,while • dumping into the receiving hopper, the aggregate shall be prevented from spilling • onto the roadway • • 302-11.10 SLURRY SEAL FOR CAPE SEAL The Slurry Seal for the Cape Seal shall be Type I1, with a minimum of two and a half percent . (2.5%) latex, as described in the project specifications. The spread rate shall be nine hundred (900) sq. ft. to one thousand (1000) sq. ft. per extra long ton (ELT) The contractor shall apply the • slurry seal within four (4) days, maximum after completing Chip Seal. • • • SP-23 • • • • • • • The price paid for the Cape Seal shall include furnishing and applying the Slurry Seal over the • Chip Seal. 302-11.11 MEASUREMENT AND PAYMENT • Quantities of the Cape Seal will be measured and paid for by the Square Yard. The contract • price paid per Square Yard for the Cape Seal shall include full compensation for furnishing all • labor, materials, tools, equipment, incidentals, and for doing all work involved in furnishing and applying the Cape Seal, complete in place, including removal of raised pavement markers, • striping, and legends, all traffic control including maintaining and removing C6 (Loose Gravel) • and W6 (35 MPH) signs and temporary supports or barricades for the signs as explained above, • as specified in the Standard Specification and these special provisions, and as directed by the Engineer. • • • • • • • • • • • • • • • • • • • • • • • • • • • • SP-24 • • • • CITY OF SAN JUAN CAPISTRANO • • Street Improvement Plans for Street Rehabilitation • ESPL-5372 (012) WIP #119) 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: • • a. Payment of 50 percent(less retention) of the contract lump sum bid price for mobilization at the first progress payment. • • b. 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 percent or more of the contract base bid • amount; and • c. 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 cold milling associated with asphalt concrete overlay improvements and removal of existing speed bumps by grinding as • shown on the Contract 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/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 of existing A.C. street paving that may be required to complete work as specified on the Contract Plans and • Specifications. PAYMENT DS-1 • • • Payment for this item 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.'S 3 (a-d) & BID ITEM NO. 4 - COLD MILLING • • A.C. HEADER CUTS BY THE COLD PLANER 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 to 0" deep) per Detail 1 Sheet 3 of • Contract Plans,to provide for placement of a minimum of 2"A.C. overlay at the joint and full 2" inches at 6 feet away from the following locations: • a) Adjacent to existing P.C.C. gutters. • b) Adjacent to existing P.C.C. cross gutters. • Item (b): • A 6 foot wide tapered surface, (2" deep at the existing curb line to 0" deep) per Detail 1 I Sheet 3 of Contract Plans, to provide for placement of a minimum of 2" A.C. overlay at the joint along • existing curb line and full 2" inches at 6 feet away. • Item (c): • A 20 foot wide tapered surface, (2" deep at the join to 0" deep), to provide for placement of a • minimum of 2"A.C. overlay per Detail 5 Sheet 3 of Contract Plans. • Item (d): • A 2" in depth, full width of the street surface per Detail 2 Sheet 3 of Contract Plans. • Item No. 4: • Remove existing A.C. speed bumps to existing street surface level by cold milling. • 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 • DS-2 • • • 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 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 '/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 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. 5 - 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. • • DS-3 • • • • 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. • APPLICATION • • Traffic control shall conform to Caltrans Traffic Control Manual 2006. • • PAYMENT • The unit price for this item shall be per LUMP SUM and shall include all necessary labor and materials. • • BID ITEM NO. 6 - 2" ASPHALT CONCRETE OVERLAY • • SECTION 1. MATERIALS • Asphalt concrete (AC) shall meet the requirements of Section 400 and these Special Provisions. • Coarse aggregate shall consist of material of which at least 75 %by weight shall be crushed • particles in lieu of the requirements of Section 400-4.2.3. • The viscosity grade of paving asphalt shall be PG-64-10 as determined by the Engineer. Copies • of test reports on paving grade asphalt, as defined in Section 203-1.3. shall be available for each • shipment. • Proposed Asphalt Concrete Job Mix Formula(s) shall be determined by Calif. Test Method#367. • Method for Recommending Optimum Bitumen Content (Hveem Method). Job Mix Formulas and • supporting CTM 367 test data shall be submitted to the EMA Materials Engineer for approval annually in January. The aggregates used for determining the proposed Job Mix Formulas shall be from the same source as will be used in actual production. Changes in aggregate source shall • not be permitted unless a pre-approved Job Mix Formula for the changed aggregate source(s) is • on file with the Agency. Submittals of all Job Mix Formulas for approval shall be made at least • 20 working days prior to intended use. • As a general guideline the required gradation and asphalt content for Orange County asphalt • concrete mix designs will be as follows: • 2" (III-C-3) Surface Course (cold mill areas) 5.6 % • 11/2" (III-C-3) Surface Course (bike trails) 5.6% • Asphalt Concrete load tickets shall clearly show the mix designation for the approved Job Mix Formula. i Asphalt Concrete suppliers shall maintain records of each aggregate shipment received. These records shall be maintained current and be readily accessible to the Engineer upon request. The • records shall include but not be limited to: Aggregate source of origin, location and the date shipped. • • DS-4 • • • • The sand equivalent and Stabilometer-Value (S-Value)requirements of Section 400-4.3. shall be • the moving average requirements. Individual test requirements for sand equivalent and S-Value • shall be as determined by the EMA-Materials Lab. SECTION II. GENERAL PROVISIONS • Add to Section 302-5.1., "General,"the following: • The combined aggregate grading for asphalt concrete placed on miscellaneous areas shall • conform to the gradation for the asphalt concrete placed on the traveled way, unless otherwise directed by the Engineer. The amount of asphalt binder used in the asphalt concrete placed in • dikes, gutter, gutter flares, overside drains and aprons at the ends of drainage structures, unless • otherwise directed by the Engineer, shall be increased one percent by weight of the aggregate • over the amount of asphalt binder used in the asphalt concrete placed on the traveled way. • The asphalt concrete to be placed in areas, which are designated on the plans as miscellaneous • areas, may be spread in one layer. The material shall be compacted to the required lines, grades • and cross section. • Dikes shall be shaped and compacted with an extrusion machine or other equipment capable of • shaping and compacting the material to the required cross sections. • In advance of placing asphalt concrete dike on asphalt surfacing, the surface shall be broom- swept clean of all loose and extraneous material and a tack coat shall be applied. If the finished surface of the asphalt concrete on the traffic lanes does not meet the specified surface tolerances, it shall be brought within tolerances by either: (1) abrasive grinding (followed • by fog seal coat on the areas which have been ground, (2) placing an overlay of asphalt concrete, • or (3) removal and replacement. The method shall be approved by the Engineer. • Delete Section 302-5.3., "Prime Coat," and substitute the following: • When specified or required by the Engineer, a prime coat consisting of Grade SC-70 or SC-250 liquid asphalt shall be applied to the surface of the prepared base or subbase prior to placing • asphalt concrete at a rate between 0.10 and 0.25 gallon per square yard (0.45 and 1.13 liter per • square meter). • Modify Section 302-5.4, "Tack Coat," as follows: • A tack coat of SS-Ih type emulsified asphalt, where stipulated on the plans and specifications or • required by the Engineer, shall be applied in accordance with Section 302-5.4. Paving asphalt may be used only when approved by the Engineer. Paving asphalt when approved, shall be • spread in accordance with provisions of Section 203-1. • Add to Section 302-5.5, "Distribution and Spreading,"the following: • Tarpaulins shall be used to cover all loads when directed by the Engineer. • PAYMENT • Payment for asphalt concrete overlay, complete in place, will be made at the contract unit price • bid per TON.No separate measurement and payment will be made for asphalt tack coat. The • above 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. • • DS-5 • • • • • BID ITEM NO. 7 - CONSTRUCT RAISED A.C. SPEED HUMPS • • Construct A.C. speed humps per details & specifications shown on Contract Plans (Det. 7, Sht 3). • Speed humps shall be constructed at the locations as shown on the plans, on Hillside Terrace as shown in Appendix A-3, and on Via Los Pajaros as shown in Appendix A-4. • • PAYMENT • The unit price bid per EACH for A.C. speed hump 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. 8 - ADJUSTMENT OF CITY OF SAN JUAN CAPISTRANO • WATER DEPARTMENT 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 • City of San Juan Capistrano Water Department water valve boxes to grade within the area to be • surfaced, per City of San Juan Capistrano Water Department Standard Plan WI 3. • PAYMENT • The unit price bid per EACH for adjusting City of San Juan Capistrano Water Department 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 - ADJUSTMENT OF SURVEY MONUMENT WELL • COVERS • . The work for this bid item shall include setting all existing survey monument well cover sets to • grade within the area to be surfaced. It shall be the responsibility of the Contractor to locate all survey monument wells prior to doing any work and have them dimensioned from two known • points. • PAYMENT • The unit price bid per EACH adjusting survey monument well cover set to grade shall include • all labor, materials, tools, and equipment, as well as traffic control, and no additional compensation will be made therefore. • DS-6 • • • • • • • BID ITEM NO. 11 — INSTALL DETECTABLE WARNING SURFACE • (DWS) TILE FOR CURB RAMP • • The installed tiles shall comply with the applicable sections of the Americans with Disabilities Act • (ADA)requirements, and shall be an epoxy polymer composition with an ultra violet stabilized • coating,black color for residential streets (Federal Color No. 1703 8) and yellow color for collector • and arterial roads (Federal Color No. 33538), unless otherwise specified on the plans, or directed by the Engineer. • • PAYMENT. • Payment for installation of the Detectable Warning Surface (DWS)rile for curb ramp will be at • the contract UNIT PRICE PER RAMP which shall include all costs for furnishing all labor, • tools, materials, and equipment, and for doing all work involved in providing and installing • detectable warning surface, complete in place, as shown on the plans, including fasteners, adhesive and sealant, and all incidentals, as directed by the Engineer. • • 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 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 NOS 13 through 35- PROJECT STRIPING AND MARKINGS • Striping shall conform to Section 210, "Install and Protective coatings" and Subsection 310-5.6, • "Installing, Traffic Striping, pavement Markings, and Curb Markings" of the Standard • Specifications; the current State of California Department of Transportation Traffic Manual, • Traffic Sign Specifications, and Standard Specifications: Section 84; the California MUTCD for Street & Highways, Part 3 Markings (latest edition) 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 the California Department of Transportation Standard • Specifications Section 85, current edition, and shall be of type as called for on the plans. • DS-7 • • • • • • Pavement legends shall conform to Agency stencils. • Stripes and pavement legends shall be reflectorized. • STRIPING AND APPURTENANCES • Installed Striping, Markings, Markers and Appurtenances. Installed Traffic Pavement Striping, • Legends, Markings,Appurtenances shall conform to Section 210-1.6 and 214,and be Installed per • Section 310-5.6 of the Standard Specifications, or applicable CALTRANS Details, and to the • satisfaction of the City Engineer. The layout of all work to be Installed shall be inspected and • Oproved prior to Installing Any work Installed without prior approval of the layout is subject to • removal and replacement at the Contractor's expense. • The Contractor shall use thermoplastic Install conforming to Section 210-1.6.2, "Thermoplastic • Install, State Specifications" of the Standard Specifications. Thermoplastic shall be used on cross-walks, arrows, legends and Appurtenances. • All striping details include RPM's per Caltrans Standard Details. • Contractor shall remove all conflicting Installed lines, markings and pavement legends by • sandblasting. Sandblasting debris shall be removed before the end of each day. • 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 (Bid Item No.s 13 through 35) Payment for Bid Item No. 13 through 35, Project Striping and Markings, shall be at the contract • unit price bid per UNIT (linear foot, square foot or each, or lump sum, as designated by • Schedule of Work Items 13 —35), 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. 36 - INDUCTIVE LOOP DETECTORS • • The work for this item shall include the construction of the 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. 37 - REMOVE & RE-INSTALL EXISTING STREET SIGN • • DS-8 • • • • • Remove and re-install existing sign for new A.C. street overlay as shown on the Contract Plans. PAYMENT Payment for the removal and re-installation will be made at the contract LUMP SUM and shall • include all labor, material, tools and equipment and no additional compensation shall be made • therefore. • BID ITEM NO. 38 - TRAFFIC CONTROL • • The Contractor shall provide traffic control plans (prepared by a registered Traffic Control • Engineer) to the City for review and approve prior to 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. The proposed scheduling for posting of Parking Restrictions shall be included as part of the traffic control plan submitted. • • 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: • • 1. 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 California Manual on Traffic Control Devices for use in Performing Work upon Highways as • required by Section 21400 of the California Vehicle Code. • • 2. The traffic control plan shall be designed to handle traffic safely 24 hours per day, seven • days per week for the duration of the Work. Traffic deviations, and detours must be approved by the City Traffic Engineer and shall be coordinated with Police,Fire and Transit • authorities a minimum of 24 hours in advance of implementation. 3. Traffic control shall be coordinated for the minimum inconvenience and maximum safety of the public during the construction period and in accordance with these specifications. The • Contractor shall furnish, install, maintain and remove all traffic controls, signs, barricades, • lights and devices required for traffic and pedestrian control and in addition,shall furnish all • flagmen necessary for the safety of traffic through the site. The Contractor shall be fully responsible for all traffic and pedestrian safety controls during the construction period. 4. At least one 12-foot wide lane shall be provided for each direction of travel on all streets at all time,except as permitted by the Engineer.Travel lanes shall be maintained on pavement • and shall remain unobstructed. • 5. Where existing delineation is obscured,damaged,removed,or reflectivity reduced;or where detours or temporary traffic lanes have been created through the construction zone, the • Contractor shall place and maintain temporary delineation until permanent striping is placed. • 6. Parking Restrictions and Posting_for Tow Away • No Parking signs posted by the Contractor shall be of heavy card stock and not less than 1.75 • square feet of surface area on the face. Background color shall be white and letters shall be • printed in red water resistant ink except day,date,and time of restriction may be printed in black • DS-9 • • • • • water resistant ink. The signs shall be printed with the words "Tow Away" and "No Parking" • with a character height of not less than 2.75 inches and a stroke width of not less than 0.5 inches. • The day,dated,and time of the particular restriction shall be printed or attached below the above • mentioned wording in characters of not less than 2.0 inches in height and 0.4 inches in stroke width.The day of the week shall be written out or properly abbreviated with three to four letters; • date or dates or restriction shall be listed completely; the beginning and ending times shall be • clearly listed on the sign. Signs shall be mounted such that the wording "No Parking" is at an elevation at least three feet above the adjacent gutter flowline. Signs may be tied with string to trees and power poles,taped • to existing sign poles, or mounted to stakes or barricades as provided by the Contractor. The • signs shall be placed as needed to control the parking of cars within the construction zone;signs • shall be placed at intervals of 75 feet or less along each side of the roadway. • Signs shall be posted and maintained by the Contractor for a period of 72 hours prior to the • restrictions becoming effective. The Contractor may only post parking restrictions which are • effective for the duration of the Work. Upon completion of the Work, all signs, stakes, and barricades shall be promptly and completely removed and disposed of by the Contractor. The • Contractor shall promptly reset or replace all damaged or defective signs. • • The Contractor shall be fully responsible for the adequate removal of all parked cars.All vehicle • removal shall be coordinated by the Contractor with the Sheriff Department. The Contractor shall notify the Sheriff Dispatch at(714)288-6742 upon posting of the parking restrictions for a • particular street.For removal of parked vehicles,the Contractor shall notify the Project Inspector • not less than two hours prior to the needed removal with the address nearest the parked vehicle, • make, model, color and license number. The Contractor shall attempt to notify the owner of parked vehicles prior to calling the City Inspector. If the City Inspector cannot locate the • vehicles owner,and the posting of the street was properly completed per the above requirements, • the City Inspector will call the Sheriff Dispatch for vehicle removal. The City shall not be • responsible for any delay or additional costs associated with the removal of parked cars which • obstruct the construction operation. • If a vehicle owner successfully contests a towing citation in court,and their citation is dismissed • for causes related to the Contractor's failure to perform the requirements of this section, the • Contractor shall reimburse the City for the cost of any claims associated with the towing citation. • Additional for SLURRY AND CAPE SEAL Traffic control is essential for the successful application of slurry seal and the Contractor shall provide adequate protection for the applied slurry seal. Standard regulatory and warning signs shall be utilized. • Traffic control shall be approved by the Engineer prior to commencing work each day. The Contractor shall post"No Parking" signs at seventy-five foot(75')intervals a minimum of seven(7) days prior to the time that the crack seal and/or slurry seal is to be applied on the street. The signs shall • be famished by the Contractor and shall be stamped with the day upon which parking is to be • prohibited. When necessary, the Contractor shall provide adequate pedestrian access crossings over the slurry sealed street intersections. If deemed necessary by the Engineer,the Contractor shall use building paper • to allow pedestrian access across intersections.The Contractor shall notify residents and businesses with • DS-10 • • leaflets in the areas to be slurry sealed prior to commencement of the contract operations. The • Contractor shall notify all residents of any street forty-eight(48)hours prior to closing and applying the • crack and slurry seal. • If the Contractor cannot complete all the streets scheduled for that day, he shall notify all residents • that the streets will not be completed and that the street will be rescheduled at a later date. • • BICYCLISTS AND PEDESTRIANS • Provide a safe route around the working area. • PAYMENT The LUMP SUM price for this item shall include all labor, materials, tools and equipment • necessary to cant'out the work as specified and no additional compensation shall be made • therefore. BID ITEM NO. 39 - 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 photo 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-14). • • 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. 40 - PROJECT SURVEY • The Contractor shall preserve all centerline survey monumentation before starting work. The Contractor shall obtain copies of all available centerline tie notes and/or corner records for the • intersections within the project from either City Engineer of the City of San Juan Capistrano or the • office of the Orange County Surveyor. Verification and replacement shall be done only under the • direction of a Registered (licensed) Land Surveyor or a Registered (licensed) Civil Engineer authorized to practice land surveying within the State of California. All centerline monumentation • shall be replaced after construction and within 7 days of finished paving unless otherwise specified. All centerline monuments that have been replaced shall have new corner records prepared to • document the current location and description of monument set.Comer records shall be submitted to • the City Engineer for review and approval before filing them with the County Surveyor's office. • If a documented centerline monument is found, the Contractor shall have them checked, as to the • accuracy of measurements and description of physical monument in place, and prepare a corner • records. If any discrepancies are found, they should be documented and submitted to the City Engineer for review. • If monument is found and centerline tie notes do not exist, the Contractor shall prepare a corner record documenting the location and description of the centerline monument and ties. • DS-ii • • • • • 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. 41- OFF-STREET STORAGE OF EQUIPMENT & • MATERIALS • • The work for this item shall consist of complying with the modified requirements of Section 7- 10.2, Storage of Equipment and Materials in Public Streets, in the 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. 42 - CONSTRUCT SLURRY SEAL • This work shall consist of constructing seal coat within the portions of the bike trails listed in • Appendix A-4. This work shall conform to the provisions of Section 302-4 and 600-3 of the • Standard Specifications,these Special Provisions and the additional Special Provisions for Hot • Rubber Cape Seal and Slurry Seal. Slurry Seal shall be Type II. • PAYMENT • Payment for construction of slurry seal will be at the contract UNIT PRICE PER SQUARE • YARD and shall be considered full compensation for the furnishing all labor, materials, tools, • equipment and incidentals for accomplishing the work and no Additional compensation will be allowed therefor. • • BID ITEM NO. 43 - CONSTRUCT HOT RUBBER CAPE SEAL • This work shall consist of constructing cape seal for streets noted in the Special Provisions and • shown on the plan in Appendix A-4. This work shall conform to the provisions of Section 302-2, • 302-4, and 600-3 of the Standard Specifications, these Special Provisions, and the additional • Special Provisions for Hot Rubber Cape Seal and Slurry Seal. PAYMENT • Payment for construction of cape seal will be at the contract UNIT PRICE PER SQUARE • YARD and shall be considered full compensation for the furnishing all labor, materials, tools, • equipment and incidentals for accomplishing the work and no additional compensation will be allowed therefor. • • BID ITEM NO. 44 - STRIPING AND MARKINGS FOR SLURRY SEAL • BIKE TRAILS AND CAPE SEAL STREETS • Striping shall conform to Section 210, "Install and Protective coatings" and Subsection 310-5.6, • "Installing, Traffic Striping, pavement Markings, and Curb Markings" of the Standard • • DS-12 • • • • Specifications; the current State of California Department of Transportation Traffic Manual, • Traffic Sign Specifications, and Standard Specifications: Section 84; the California MUTCD for • Street & Highways, Part 3 Markings (latest edition) and these Special Provisions. The street shall • not be left unstriped over any weekend period. The Contractor shall complete the traffic striping as existing situation unless otherwise noted. Raised pavement markers shall conform to the California Department of Transportation Standard Specifications Section 85, current edition, 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 Installed Striping, Markings, Markers and Appurtenances. Installed Traffic Pavement Striping, • Legends, Markings, Appurtenances shall conform to Section 210-1.6 and 214,and be Installed per • Section 310-5.6 of the Standard Specifications, or applicable CALTRANS Details, and to the • satisfaction of the City Engineer. The layout of all work to be Installed shall be inspected and • approved prior to Installing. AU work Installed without priorp approval of the layout is subject to removal and replacement at the Contractor's ex ense• • • The Contractor shall use thermoplastic Install, conforming to Section 210-1.6.2, "Thermo 1p astic • Install, State Specifications" of the Standard Specifications. • Thermoplastic shall be used on cross-walks, arrows, legends and Appurtenances. • • All striping details include RPM'S per Caltrans Standard Details. • Contractor shall remove all conflicting Installed lines, markings and pavement legends by • sandblasting. Sandblasting debris shall be removed before the end of each day. • 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 %2" in 50' from the existing alignment. • • • • • • • • • • • • • DS-13 • • • • • Your City Dollars At Work • c'gL1�gN�e' • • Pavement Rehabilitation CIP 119 • • Proposed Completion — (date) 2010 • • • • CITY NOTIFICATION SIGN • 1. Black letters on beige background • 2. 5'-0" x 3'-0" 3. Single post mounted • • • • • • • • • • • • • • • • • • • DS-14 • a A W U O a U z � w z a w a � � z a w A 0 • ilii • • i • • • • • i • iiii � iiiiii • • iiii � iiii • • • • i • • • • • • • • • • APPENDIX I • • • • • MODEL MAINTENANCE PROCEDURES • • • • • Orange County Stormwater Program Construction Runoff • • Guidance Manual 2004 • • • • • • • • • • • • • • • • • • • • A-1 • • • • • Orange County 5tormwater Program x • r bnstKV ior Runoffµ Guidance .Marl°.F Sep#erribet2A04i, 4, • r x t p '�x5 .r'�,t �' .„i f -a ''�t < { q } �'x tel' i Y • a�, r,, b �, • s '` ' _4 �e >• i � �' _ �etS • " x31a3 ' I �. it Y�y �Y� �I �. :' I T c I • � � e Af • x�•.�� f} eA�.' mea • b Y r • 4 g x � • tt :t51 • • PREVENTId • Acooperatii-e project of the County of Orange,the dties of Orange County,and the Orange County Flood Control District • • • • • • • Contents • • Section 1 Introduction......................................................................................................1 • 1.1 Regulatory Background...................................................................................1 1.1.1 Orange County NPDES Permits.......................................................1 • 1.1.2 General Construction NPDES Permit...............................................2 • 1.1.3 Water Quality Ordinances................................................................2 1.1.4 Grading Ordinances..........................................................................2 • 1.2 Glossary............................................................................................................2 Section 2 Requirements of Construction Projects............................................................3 2.1 Applicability.....................................................................................................3 • 2.2 General Requirements......................................................................................4 • 2.3.1 Discharge Prohibitions on Construction Sites..................................5 • 2.3.2 BMP Implementation........................................................................5 • Section 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 Non-Stormwater Management.......................................................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 3-1 BMP Implementation Requirements for Construction Projects...............7 Table 3-2 Minimum Requirements for All Construction Sites..................................8 • Table 4-1 Documentation Requirements for Construction Projects.......................15 Table 5-1 Minimum Inspection Frequency of Construction Projects.....................18 • September 2004 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 fish toxicity 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 theirapplicability 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 2004 Construction Runoff Guidance Manual • 1 Orange County Stormwater Program • • • • • Section 1 • Introduction 1.1.2 General Construction NPDES Permit • In 1999, the State Water Resources Control Board adopted Order No.,99-08-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 • (NOI)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 have adopted Water 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 reduced to the • maximum extent practicable using BMPs. The Ordinances require that potential • pollution causing activities comply with the requirements in the DAMP. The • Ordinances further provide a legal mechanism for enforcement actions to be taken. 1.1.4 Grading Ordinances • Municipal Grading Ordinances set the rules and regulations for grading operations • including operations preparatory to grading on private property. In addition to other • requirements,the Ordinances require that a project owner,developer or contractor prepare erosion control plans (ECPs),obtain a grading permit, and implement and • maintain erosion and sediment control BMPs. The Ordinances additionally describe • County/City inspection and legal enforcement mechanisms. • 1.2 Glossary • A glossary of key terms used in this Manual is included at the end of the document. • • • • • Construction Runoff Guidance Manual September 2004 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 BMP requirements. Examples of projects that might be • considered exempt would be similar to the following. • ■ Interior Remodeling • ■ Mechanical Permit Work • ■ 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 2004 Construction Runoff Guidance Manual 3 Orange County Stormwater Program • • • Section 2 • Requirements of Construction Projects 2.2 General Requirements Construction projects are required to comply with two interrelated sets of municipal directives with respect to water quality management: (1)compliance with applicable discharge prohibition requirements set forth in the Water Quality Ordinance to prevent • unauthorized non-stormwater discharges, and (2)implementation of BMPs to the • maximum extent practicable,in accordance with the DAMP and local agency 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 State's 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 project 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. a 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 • r Submit Notice of Intent (NOI) for General Construction Permit Construction Coverage to SWRCB Projects> 1 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 2004 . Orange County Stormwater Program 4 Section 2 • - Requirements of Construction Projects 2.3.1 Discharge Prohibitions on Construction Sites • Without exception,discharges of stormwater from a construction site to the municipal storm drain system or receiving waters are prohibited if the discharge contains pollutants that have not been reduced to the maximum extent practicable through the • implementation of BMPs. In general,construction activities require the implementation 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 storm 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 2004 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.II 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 implementation requirements depend on size of disturbed soil area, and in the Santa • 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 identified'. 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 Implementation Requirements 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>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 Board jurisdiction where the ■ Implement all appropriate Construction BMPs • total Disturbed Soil Area is<1 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 category. • September 2004 Construction Runoff Guidance Manual • 7 Orange County Stormwater Program • • 0 • • • Section 3 • Best Management Practices(BMPs)for Construction Projects • • 3.2 Minimum Requirements • All construction projects regardless of size are required,at a minimum,to implement an • effective combination of erosion and sediment controls and waste and materials management BMPs. These minimum requirements are 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 j • Management Control shall be retained on site to minimize transport from the • site to streets, drainage facilities, or adjoining property by wind or runoff. • • BMPs 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. BMPs 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 2004 • 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 or 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. • H. 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 2004 Construction Runoff Guidance Manual • 9 Orange County Stormwater 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 discharges shall 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 requiredz. • 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 • • z The County or Cities may elect to,require specific minimum BMPs for each prioritization category. • Construction Runoff Guidance Manual September 2004 • Orange County Stormwater 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 stabilizing 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 2004 Construction Runoff Guidance Manual • 11 Orange County Stormwater Program • • • • Section 3 • Best Management Practices(BMPs)for Construction Projects- • • 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: S 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 • SE-4 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 2004 • Orange County Stormwater Program 12 • • • • • • Section 3 • Best Management Practices(BMPs)for Construction Projects • • 3.4.3 Waste Management • Reduce or prevent the contamination of stormwater by wastes through proper • management of the following types of wastes: • ■ Solid • ■ 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 stormwater 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 materials 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 day-to-day operations of the construction site and • September 2004 Construction Runoff Guidance Manual • 13 Orange County Stormwater Program • • • • • • Section 3 • Best Management Practices(BMPs)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 fromhU://www.cabml2handbooks.com. • • • • • • • • • Construction Runoff Guidance Manual September 2004 • Orange County Stormwater Program 14 • • • • • • • Section 4 • Documentation Requirements • • • This section presents documentation requirements for construction projects. The • documentation requirements are summarized below in Table 4-1. • Table 4-1 • 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 m 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 • is subject to the General Construction Permit(1 acre or greater of soil disturbance or less than 1 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 • must submit to the County/City proof of submittal for General Construction Permit • coverage. • ■ For grading permit projects,an Erosion Control Plan must be submitted in • accordance with the County/City grading ordinance. • ■ 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 • September 2004 Construction Runoff Guidance Manual • 1s Orange County Stormwater Program • • • • • • Section 4 • Documentation Requirements • • construction. A SWPPP Template is available for download from hU://caUmphandbooks.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 Inspector(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 noncompliance 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. • • i • • • • Construction Runoff Guidance Manual September 2004 • Orange County Stormwater Program 16 • • • • • • • Section 5 • Municipal Inspection of Construction Sites • • The County/City will perform inspections of construction sites to verify that the • requirements of the DAMP are being implemented and maintained,and that construction sites appropriately comply with requirements of local permits (building, • 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 • water quality. • 5.1 Prioritization of Construction Site Threat to Water • Quality • The 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 • BMPs are adequate,are being implemented and maintained properly, and that no • discharge violations are occurring. Factors considered in the threat prioritization • include: • ■ Size and type of the construction project • ■ Time of Construction-rainy season(October I-April 30)versus dry season • • ■ Location-tributary to an impaired waterway or near an ASBS or ESA • ■ 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 5-1: • • • • • • • • • • September 2004 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 • Santa Ana Regional Jurisdiction of the San 30) . Board Diego Regional 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 written 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 BMPs 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 • BN4Ps 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 BMPs 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 2004 • Orange County Stormwater Program 18 • • • • • Section 5 Municipal Inspection of Construction 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/contractor is making appropriate adjustments when ineffective BMPs are found;and • • ■ 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 BMPs 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 applicable 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: • ■ Verbal Warning • • ■ Written Actions under the Water Quality Ordinance • Notice of Non-Compliance • • September 2004 Construction Runoff Guidance Manual • 19 Orange County Stormwater Program • • • • • Section 5 Municipal Inspection of Construction Sites • a 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 • a 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 contractor's 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 contractor's 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 2004 • Orange County Stormwater Program 20 • • • • • • Section 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 BMPs 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 non-compliance 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 2004 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 stormwater 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 • and amendments);areas designated as preserves or equivalent under the Natural • . Community Conservation Planning Program;and any areas designated as Critical • September 2004 Construction Runoff Guidance Manual • 23 Orange County Stormwater 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(NOI) -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 stormwater 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 2004 Orange County Stormwater Program 24 • • • • • • Glossary • Regional Board- Regional Water Quality Control Boards administer water quality • 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 BMPs. 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. • • • • • • • • • • • • • • • • • • • • September 2004 Construction Runoff Guidance Manual • 25 Orange County Stormwater Program • • • • • • • • • • • • • • • • 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) • • • • • • • • • • • • • • • • • • 200` MAX. • 1 (SEE NOTE NO.2) 1 • --- --- I —SANDBAGS(TYP.) • S _ 1 � DIRECTION OF _ i W=75 % ROADBED WIDTH • a STREET FLOW a t • f , • S'MIN. SMCING FOR VEHICLE ACCESS • • PLAN W x • 207-30' 5' • 3)'- 40' 7 • 41' -50' 9' 51'- 60' 10.5' • 61'- TO' 12 • • 2 BAGS MIN. �^GS(7YP.) • TYPICAL TYPICAL • SECTION ELEVATION • • MOTES: • 1. Gravel bags are encouraged over the use of sandbags and may be required in • areas which are particularly sensitive to sediment deposition. • 2. Requirements for and spacing of velocity reducers for streets with grades of less than 4% shall be as shown on the approved Erosion Control Plan. • 3. This standard detail shall be used as shown on the approved Erosion Control Plan. • • • • ORANGE COUNTY ENVIRONMENTAL M/MMENT AGENCY $rD PLAN ARAVO WD6. • Fo0te0+ Rem ayG e ELOCITYN.✓ M►/ZA VIRECfOR Of REOULAT)ON •• REDUCER SHEET CF • -� yo 6°X6"-WL4XW1.4 W.W.M. OR APPROVED (Tl o ` ALT. SCREEN AS SAFETY BARRIER. x t'7 2 MAX, HEIGHT OF 0 8 \ 3,� BAGS AT SPILLWAY N � \ > 4i -II MIN. rri X - 0 D $ z _ STREET Z o Z _ _:, SUB-GRADE G) D C M LL � _ 3 t" a n _ rn a r^ = - DOUBLE ROW M Z _I r_ _ SANDBAGS ti i r o m j 0 PLAN FORATYPE AND IN PIPE.SEE ABASE COURSE SANDBAGS 2 LOCATION. ON EDGE. PLAN SECTION C-C NOTES; m I . Cravvi bags arc encouraged over the use of sandbags and may be required In areas Which are particularly sensitive to sediment deposition. m W 2. A portion of catch basin may be constructed in place of sandbags. (' r D 3. This standar) Je.ta!] shall he owed as shown on the approved Z erosion control plan. • • • • • FEDERAL REQUIREMENTS • • TITLE PAGE • General Federal Requirements......................................................................................FR-1& FR-2 • Required contract Provisions Federal-Aid construction Contracts.............................FR-3 —FR-14 . Equal Employment Opportunity Certification(Exhibit 12-E Attachment C) ........................ FR-17 • Debarment and Suspension Certification(Exhibit 12-E, Attachment E)...............................FR-18 Nonlobbying Certification for Federal-Aid Contract (Exhibit 12-E, Attachment F)..............FR-19 • Disclosure of Lobbying Activities (Exhibit 12-E, Attachment G) ...........................FR-20—FR-22 • Federal Lobbying Restrictions (Exhibit 12-E, Attachment H) ...............................................FR-23 • General Required Listing of Proposed Subcontractors and Required Contract Assurance Statement • (Exhibit 12-E, Attachment H)................................................................................................. FR-23 Disadvantaged Business Enterprise (DBE) (Exhibit 12-E, Attachment H).............FR-24 & FR-25 • Award and Execution of Contract(Exhibit 12-E, Attachment I) ...........................................FR-26 • Beginning of Work, Time of Completion and Liquidated Damages (Exhibit 12-E, Attachment I) • ................................................................................................................................................. FR-26 • Subcontractor and DBE Records (Exhibit 12-E,Attachment J).............................................FR-27 DBE Certification Status Change (Exhibit 17-0)....................................................FR-28 & FR-29 • Performance of Subcontractors (Exhibit 12-E, Attachment K)..............................................FR-30 • Subcontracting (Exhibit 12-E, Attachment L)........................................................................ FR-31 • Prompt Progress Payments to Subcontractors ........................................................................FR-32 Prompt Payment of Withheld Funds to Subcontractors..........................................................FR-33 • Local Agency Bidder UDBE Commitment(Construction Contract)(Exhibit 15-G1).................. • ..................................................................................................................................FR-34 & FR-35 • Local Agency Bidder DBE Information(Exhibit 15-G2)........................................FR-36 & FR-37 • UDBE Information—Good Faith Efforts (Exhibit 15-H) .........................................FR-38 - FR-40 Final Report Utilization of disadvantaged Businesses(Exhibit 17-F).....................FR-41 & FR-42 • . Buy America Requirements....................................................................................................FR-43 FederalWage Rates ................................................................................................................ FR-44 • • • • • • • • • • • • • • • Local Assistance Procedures Manual EXHIBIT 12-E • &E Checklist Instructions Attachment A • SECTION 14. FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS • • GENERAL.—The work herein proposed will be financed in • whole or in part with Federal funds, and therefore all of the (This form need not be filled in if alljoint venture firms are statutes, rules and regulations promulgated by the Federal Gov- DBE owned.) • emnient and applicable to work financed in whole or in part with Federal funds will apply to such work. The 'Required Contract Provisions, Federal-Aid Construction Contracts, 'Form FHWA 1.Name of joint venture • 1273, are included in this Section 14. Whenever in said required contract provisions references are made to "SHA contracting • officer," "SHA resident engineer,"or"authorized representative of the SHA," such references shall be construed to mean "Engineer" 2.Address ofjoint venture • as defined in Section 1-1.18 of the Standard Specifications. • PERFORMANCE OF PREVIOUS CONTRACT.—In ad- dition to the provisions in Section II, "Nondiscrimination," and 3.Phone number ofjoint venture Section VII, Subletting or Assigning the Contract," of the re- quired contract provisions, the Contractor shall comply with the following: 4.Identify the firms which comprise the joint venture. (The • The bidder shall execute the CERTIFICATION WITH RE- 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 a.Describe the role of the DBE firm in the joint venture. accompanied by the CERTIFICATION referred to above, executed by the proposed subcontractor. • NON-COLLUSION PROVISION.—The 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 condi- tion precedent to approval by the Federal Highway Administrator • of the contract for this work that each bidder file a swom statement executed by, or on behalf of, 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 any action in restraint of free • competitive bidding in connection with the submitted bid. A form to make the non-collusion affidavit statement required 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 7.What is the claimed percentage of DBE ownership? in the proposal. • PARTICIPATION BY DISADVANTAGED BUSINESS EN- TERPRISES IN SUBCONTRACTING.—Part 26, Title 49, 8.Ownership of joint venture: (This need not be filled in if Code of Federal Regulations applies to this Federal-aid project. • Pertinent sections of said Code are incorporated in part or in its described in the joint venture agreement, provided by question entirety within other sections of these special provisions. • 6.). Schedule B—Information for Determining Joint Venture Eli- gibility - • • • • Revised 3-95 0&N-95 • FR-1 • • • Page 12-65 • LPP 01-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment A PS&E Checklist Instructions a.Profit and loss sharing. ....................:................................................................................ b.Capital contributions,including equipment. Name of Finn Name of Firm c.Other applicable ownership interests. ...................jn--.u....................,.................,.................................. 9. Control of and participation in this contract. Identify by Signature Signature time,race,sex,and"firm"those individuals(and their titles) who are responsible for day-to-day management and policy . ..................................................................................................... decision making, including, but not limited to, those with Name Name prime responsibility for: Title Title a.Financial decisions ..............:...................................................................................... Date Date b.Management decisions,such as: Date 1.Estimating State of County of 2.Marketing and sales On this day of 19 . before me 3.Hiring and firing of management personnel _ appeared (Name) to me personally known, who, being duly swom, did execute the foregoing affi- 4.Purchasing of major items or supplies - davit and did state that he or she was properly authorized by (Name of firm) to execute the affidavit and did so as his or her free act and deed. c.Supervision of field operations Notary Public Commission expires Note.—If,after filing this Schedule B and before the comple- tion of the joint venture's work on the contract covered by this [Seal] regulation, there is any significant change in the information submitted, the joint venture must inform the grantee, either di- Date rectly or through the prime contractor if the joint venture is a subcontractor. State of . Affidavit County of "The undersigned swear that the foregoing statements are cor- On this _day of 19 before me rect and include all material information necessary to identify and explain the terms and operation of our joint venture and the appeared(Name) to me personally known, intended participation by each joint venturer in the undertaking. Further, the undersigned covenant and agree to provide to who,being duly sworn,did execute the foregoing affidavit,and grantee current, complete and accurate information regarding actual joint venture work and the payment therefor and any pro- did state that he or she was properly authorized by (Name of _ posed changes in any of the joint venture arrangements and to permit the audit and examination of the books,records and files firm) to execute the affidavit of the joint venture, or those of each joint venturer relevant to the joint venture,by authorized representatives of the grantee or and did so as his or her free act and deed. the Federal funding agency. Any material misrepresentation will be grounds for terminating any contract which may be Notary Public awarded and for initiating action under Federal or State laws concerning false statements." Commission expires [Seal] Revised 3-95 08-07-95 FR-2 Page 12-66 March 15,2001 LPP O1-04 • • • Local Assistance Procedures Manual EXHIBIT 12-E . PS&E Checklist Instructions Attachment B • REQUIRED CONTRACT PROVISIONS FEDERAL-AID CONSTRUCTION CONTRACTS (Exclusive of Appalachian Contracts) • • 6.Selection of Labor: During the performance of this contract, • - Page the contractor shall not: I. General...:................................................................... 3 II.•' Nondiscrimination ..........................................:......... 3 a.discriminate against labor from any other State,possession,III. Nonsegregated Facilities .................:.......................... 5 or territory of the United States (except for employment • IV. Payment of Predetermined Minimum Wage .............. 6 preference for Appalachian contracts, when applicable, as V. Statements and Payrolls ............................................. 8 specified in Attachment A),or • VI. Record of Materials,Supplies,and Labor.................. 9 b.employ convict labor for any purpose within the limits of VII. Subletting or Assigning the Contract ......................... 9 the project unless it is labor performed by convicts who are on • VIII. Safety: Accident Prevention ..................................... 10 parole,supervised release,or probation. IX. False Statements Concerning Highway Project.......... 10 • X. Implementation of Clean Air Act and Federal Water II. NONDISCRIMINATION • Pollution Control Act.................................................. 10 XI. Certification Regarding Debarment,Suspension, (Applicable to all Federal-aid construction contracts and to all • Ineligibility,and Voluntary Exclusion.................. 11 related subcontracts of$10,000 or more.) XII. Certification Regarding Use of Contract Funds for 1.Equal Employment Opportunity: Equal employment • Lobbying.................................................................... 12 opportunity (EEO) requirements not to discriminate and to take • ATTACHMENTS affirmative action to assure equal opportunity as set forth under laws, executive orders, rules, regulations (28 CFR 35, • 29 CFR 1630, and 41 CFR 60) and orders of the Secretary of A.Employment Preference for Appalachian Contracts(included Labor as modified by the provisions prescribed herein, and im- in Appalachian contracts only) posed pursuant to 23 U.S.C. 140 shall constitute the EEO and . specific affirmative action standards for the contractor's project I. GENERAL activities under this contract. The Equal Opportunity Construction • Contract Specifications set forth under 41 CFR 60-4.3 and the I.These contract provisions shall apply to all work performed provisions of the American Disabilities Act of 1990 . on the contract by the contractor's own organization and with the (42 U.S.C. 12101 et seq.) set forth under, 28 CFR 35 and assistance of workers under the contractor's immediate 29 CFR 1630 are incorporated by reference in this contract In the • superintendence and to all work performed on the contract by execution of this contract,the contractor agrees to comply with the piecework,station work,or by subcontract. following minimum specific requirement activities of EEO: • 2.Except as otherwise provided for in each section, the con- a.The contractor will work with the State highway agency • tractor shall insert in each subcontract all of the stipulations (SHA) and the Federal Government in carrying out EEO obli- contained in these Required Contract Provisions, and further re gations and in their review of his/her activities under the con- • quire their inclusion in any lower tier subcontract or purchase tract. order that may in turn be made. The Required Contract Provisions shall not be incorporated by reference in any case. The prime b.The contractor will accept its his operating policy the • contractor shall be responsible for compliance by any following statement: • subcontractor or lower tier subcontractor with these Required Contract Provisions. '7t is the policy of this Company to assure that applicants are employed, and that employees are treated during employment, • 3.A breach of any of the stipulations contained in these Re- without regard to their race, religion, sex, color, national origin, quired Contract Provisions shall be sufficient grounds for termi- age or disability. Such action shall include: employment, • nation of the contract. upgrading, demotion, or transfer; recruitment or recruitment ad- vertising, layoff or termination; rates of pay or other forms of 4.A breach of the following clauses of the Required Contract compensation; and selection for training, including apprentice- Provisions may also be grounds for debarment as provided in ship,preapprenticeship,and/or on-the-job training." 29 CFR 5.12: 2.EEO Officer: The contractor will designate and make • Section I,paragraph 2; known to the SHA contracting officers an EEO Officer who will Section IV,paragraphs 1,2,3,4,and 7; have the responsibility for and must be capable of effectively Section V,paragraphs I and 2a through 2g. • 5.Disputes arising out of the labor standards provisions of • Section IV (except paragraph 5) and Section V of these Required Contract Provisions shall not be subject to the general disputes • clause of this contract. Such disputes shall be resolved in accor- dance with the procedures of the U.S.Department of Labor(DOL) • as set forth in 29 CFR 5,6,and 7. Disputes within the meaning of this clause include disputes between the contractor (or any of its subcontractors) and the contracting agency, the DOL, or the contractor's employees or their representatives. • FR-3 • Page 12-67 LPP 01-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions F..1273—Revised 3-95 08-07-95 administering and promoting an active contractor program of EEO c.The contractor will encourage his present employees to and who must be assigned adequate authority and responsibility to refer minority group applicants for employment. Information do so. and procedures with regard to referring minority group applicants will be discussed with employees. - 3.Dissemination of Policy: All members of the contractor's staff who are authorized to hire,supervise,promote,and discharge 5.Personnel Actions: Wages, working conditions, and employees, or who recommend such action, or who are employee benefits shall be established and administered, and substantially involved in such action,will be made fully cognizant personnel actions of every type, including hiring, upgrading, of, ,and will implement, the contractor's EEO policy and promotion, transfer, demotion, layoff, and termination, shall be contractual responsibilities to provide EEO in each grade and taken without regard to race, color, religion, sex, national origin, classification of employment. To ensure that the above agreement age or disability. The following procedures shall be followed: will be met,the following actions will.be taken as a minimum: a.The contractor will conduct periodic inspections of project a.Periodic mettings of supervisory and personnel office sites to ensure that working conditions and employee facilities employees will be conducted before the start of work and then do not indicate discriminatory treatment of project site not less often than once every six months, at which time the personnel. contractor's EEO policy and its implementation will be re- viewed and explained. The meetings will be conducted by the b.The contractor will periodically evaluate the spread of EEO Officer. wages paid within each classification to determine any evidence of discriminatory wage practices. _ b.All new supervisory or personnel office employees will be given a thorough indoctrination by the EEO Officer, covering c.The contractor will periodically review selected personnel all major aspects of the contractor's EEO obligations within actions in depth to determine whether there is evidence of thirty days following their reporting for duty with the discrimination. Where evidence is found, the contractor will contractor. promptly take corrective action. If the review indicates that the discrimination may extend beyond the actions reviewed, such c.All personnel who are engaged in direct recruitment for the corrective action shall include all affected persons. project will be instructed by the EEO Officer in the contractor's procedures for locating and hiring minority group employees. d.The contractor will promptly investigate all complaints of alleged discrimination made to the contractor in connection with d.Notices and posters setting forth the contractor's EEO his obligations under this contract, will attempt to resolve such policy will be placed in areas readily accessible to employees, complaints, and will take appropriate corrective action within a applicants for employment and potential employees. reasonable time. If the investigation indicates that the discrimination may affect persons other than the complainant, e.The contractor's EEO policy and the procedures to im- such corrective action shall include such other persons. Upon plement such policy will be brought to the attention of em- completion of each investigation, the contractor will inform ployees by means of meetings, employee handbooks, or other every complainant of all of his avenues of appeal. appropriate means. 6.Training and Promotion: 4.Recruitment: When advertising for employees, the contractor will include in all advertisements for employees the a.The contractor will assist in locating, qualifying, and notation: "An Equal Opportunity Employer." All such adver- increasing the skills of minority group and women employees, tisements will be placed in publications having a large circulation and applicants for employment. among minority groups in the area from which.the project work force would normally be derived. b.Consistent with the contractor's work force requirements a.The contractor will,unless precluded by a valid bargaining and as permissible under Federal and State regulations, the agreement, conduct systematic and direct recruitment through contractor shall make full use of training programs, i.e., a Br Y g apprenticeship, and on-the-job training programs for the ge- public and private employee referral sources likely to yield ographical area of contract performance. Where feasible, 25 qualified minority group applicants. To meet this requirement, percent of apprentices or trainees in each occupation shall be in the contractor will identify sources of potential minority group their first year of apprenticeship or training. In the event a employees, and establish with such identified sources special provision for training is provided under this contract, procedures whereby minority group applicants may be referred this subparagraph will be superseded as indicated in the special to the contractor for employment consideration. provision. b.In the event the contractor has a valid bargaining c.The contractor will advise employees and applicants for agreement providing for exclusive hiring hall referrals, he is employment of available training programs and entrance re- expected to observe the provisions of that agreement to the quirements for each. extent that the system permits the contractor's compliance with EEO contract provisions. (The DOL has held that where d.The contractor will periodically review the training and implementation of such agreements have the effect of dis- promotion potential of minority group and women employees criminating against minorities or women, or obligates the and will encourage eligible employees to apply for such training contractor to do the same, such implementation violates Ex- and promotion. ecutive Order 11246,as amended.) Form 1273—Revised 3-95 _. 08-0795 FR-4 Page 12-68 March 15,2001 LPP 01-04 - • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment B • 7.Unions: If the contractor relies in whole or in part upon records m necessary to document compliance with the EEO • unions as a source of employees, the contractor will use his/her requirements. Such records shall be retained for a period of three best efforts to obtain the cooperation of such unions to increase years following completion of the contract work and shall be • opportunities for minority groups and women within the unions, available at reasonable times and places for inspection by au. and to effect referrals by such unions of minority and female thorized representatives of the SHA and the FHWA. • employees. Actions by the contractor either directly or through a contractor's association acting as agent will include the procedures a.The records kept by the contractor shall document the • set forth below: following: • a.The contractor will use best efforts to develop, in coop- (1)The number of minority and non-minority group eration with the unions,joint training programs aimed toward members and women employed in each work classification on • qualifying more minority group members and women for the project; - membership in the unions and increasing the skills of minority group employees and women so that they may qualify for higher (2)The progress and efforts being made in cooperation • paying employment. with unions, when applicable, to increase employment op- portunities for minorities and women; • b.The contractor will use best efforts to incorporate an EEO • clause into each union agreement to the end that such union will (3)The progress and efforts being made in locating,hiving, be contractually bound to refer applicants without regard to their training, qualifying, and upgrading minority and female • race,color,religion,sex,national origin,age or disability." employees;and • c.The contractor is to obtain information as to the referral (4)The progress and efforts being made in securing the practices and policies of the labor union except that to the extent services of DBE subcontractors or subcontractors with such information is within the exclusive possession of the labor meaningful minority and female representation among their • union and such labor union refuses to furnish such information employees. to the contractor, the contractor shall so certify to the SHA and . shall set forth what efforts have been made to obtain such b.The contractors will submit an annual report to the SHA information. each July for the duration of the project, indicating the number • - of minority, women, and non-minority group employees d.In the event the union is unable to provide the contractor currently engaged in each work classification required by the • with a reasonable flow of minority and women referrals within contract work. This information is to be reported on Form the time limit set forth in the collective bargaining agreement, FHWA-1391. If on-the-job training is being required by special • the contractor will,through independent recruitment efforts, fill provision, the contractor will be required to collect and report the employment vacancies without regard to race, color, training data. • religion, sex, national origin, age or disability; making full efforts to obtain qualified and/or qualifiable minority group III NONSEGREGATED FACILITIES persons and women. (The DOL has held that it shall be no excuse that the union with which the contractor has a collective (Applicable to all Federal-aid construction contracts and to all bargaining agreement providing for exclusive referral failed to related subcontracts of$10,000 or more.) • refer minority employees.) In the event the union referral prac- tice prevents the contractor from meeting the obligations a.By submission of this bid,the execution of this contract or pursuant to Executive Order 11246, as amended, and these subcontract, or the consummation of this material supply • special provisions, such contractor shall immediately notify the agreement or purchase order,.m appropriate,-the bidder,Federal- SHA. aid construction contractor, subcontractor, material supplier, or • S.Selection of Subcontractors, Procurement.of Materials vendor,as appropriate, certifies that the firm does not maintain and Leasing of Equipment: The contractor shall not discriminate or provide for its employees any segregated facilities at any of ' on the grounds of race, color,religion,sex,national origin,age or its establishments, and that the firm does not punnet its • disability in the -selection and retention of subcontractors, employees to perform their services at any location, under its control, where segregated facilities are maintained. The firra including procurement of materials and leases of equipment. agrees that a breach of this certification is a violation of the the • a.The contractor shall notify all potential subcontractors and EEO provisions of this contract. The firm further certifies that suppliers of his/her EEO obligations under this contract. no employee will be denied access to adequate facilities on the • basis of sex or disability. b.Disadvantaged business enterprises(DBE);as defrted in 49 b.As used in this certification,the term"segregated facilities" • CFR 26, shall have equal opportunity to compete for and means any waiting rooms, work areas, restrooms and perform subcontracts which the contractor enters into pursuant washrooms, restaurants and other eating areas, time clocks, . to this contract. The contractor will use his best efforts to solicit locker rooms, and other storage or dressing areas, parking lots, bids from and to utilize DBE subcontractors or subcontractors drinking fountains,. recreation or entertainment areas, • with meaningful minority group and female representation transportation, and housing facilities provided for employees among their employees. Contractors shall obtain lists of DBE which are segregated by explicit directive, or are, in fact, se -construction firms from SHA personnel. regated on the basis of race,color,religion, national origin,age c.The contractoruse will his bestefforts to ensure subcon- or disability,because of habit, local custom, or otherwise. The • tactor compliance with their EEO obligations. only exception will be for the disabled when the demands for accessibility override(e.g.disabled parking). • 9.Records and Reports: The contractor shall keep such • Form 1273—Reviud 3-95 FR-5 08-07-95 • • • Page 12-69 • LPP 01-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions c.The contractor agrees that it has obtained or will obtain 2.Classification: identical certification from proposed subcontractors or material suppliers prior to award of subcontracts or consummation of a.The SHA contracting officer shall require that any class of material supply agreements of$10,000 or more and that it will laborers or mechanics employed under the contract,which is not retain such certifications in its files., listed in the wage determination, shall be classified in IV. PAYMENT OF PREDETERMINED MINIMUM conformance with the wage determination. WAGE b.The contracting officer shall approve an additional classification, wage rate and fringe benefits only when the - (Applicable to all Federal-aid construction contracts exceeding following criteria have been met: $2,000 and to all related subcontracts, except for projects located on roadways classified as local roads or rural minor collectors, (1)the work to be performed by the additional classifr- which are exempt.) cation requested is not performed by a classification in the wage determination; 1.General: (2)the additional classification is utilized in the area by the a.All mechanics and laborers employed or working upon the construction industry; site of the work will be paid unconditionally and not less often (3)the proposed wage rate, including any bona fide fringe than once a week and without subsequent deduction or rebate on benefits, bears a reasonable relationship to the wage rates any account[except such payroll deductions as are permitted by contained in the wage determination;and regulations(29 CFR 3)] issued by the Secretary of Labor under the Copeland Act (40 U.S.C.276c) the full amounts of wages (4)with respect to helpers, when such a classification and bona fide fringe benefits(or cash equivalents thereof)due at prevails in the area in which the work is performed. time of payment. The payment shall be computed at wage rates not less than those contained in the wage determination of the c.If the contractoror subcontractors, as appropriate, the Secretary of Labor(hereinafter"the wage determination")which laborers and mechanics (if known)to be employed in the addi- is attached hereto and made a part hereof, regardless of any tional classification or their representatives, and the contracting contractual relationship which may be alleged to exist between officer agree on the classification and wage rate (including the the contractor or its subcontractors and such laborers and amount designated for fringe benefits where appropriate), a mechanics. The wage determination (including any additional report of the action taken shall be sent by the contracting officer classifications and wage rates conformed under paragraph 2 of to the DOL, Administrator of the Wage and Hour Division, this Section IV and the DOL poster (WH-1321) or Form Employment Standards Administration, Washington, D,C. FHWA-1495) shall be posted at all times by the contractor and 20210. The Wage and Hour Administrator, or an authorized its subcontractors at the site of the work in a prominent and representative, will approve, modify, or disapprove every accessible place where it can be easily seen by the workers. For additional classification action within 30 days of receipt and so the purpose of this Section, contributions made or costs advise the contracting officer or will notify the contracting reasonably anticipated for bona fide fringe benefits under officer within the 30-day period that additional time is Section 1(b)(2) of the Davis-Bacon Act (40 U.S.C.276a) on necessary. behalf of laborers or mechanics are considered wages paid to such laborers or mechanics,subject to the provisions of Section d.In the event the contractor or subcontractors, as appro- IV,paragraph 3b,hereof. Also, for the purpose of this Section, priate, the laborers or mechanics to be employed in the addi- regular contributions made or costs incurred for more than a tional classification or their representatives, and the contracting weekly period (but not less often than quarterly) under plans, officer do not agree on the proposed classification and wage rate funds, or programs, which cover the particular weekly period, (including the amount designated for fringe benefits, where are deemed to be constructively made or incurred during such appropriate), the contracting officer shall refer the questions, _ weekly period. Such laborers and mechanics shall be pard the including the views of all interested parties and the appropriate wage rate and fringe benefits on the wage deter- recommendation of the contracting officer, to the Wage and mination for the classification of work actually performed, Hour Administrator for determination. Said Administrator, or without regard to skill,except as provided in paragraphs 4 and 5 an authorized representative, will issue a determination within of this Section IV. 30 days of receipt and so advise the contracting officer or will b.Laborers or mechanics performing work in more than one notify the contracting officer within the 30-day period that classification may be compensated at the rate specified for each additional time is necessary classification for the time actually worked therein, provided, e.The wage rate(including fringe benefits where appropriate) that the employer's payroll records accurately set forth the time determined pursuant to paragraph 2c or 2d of this Section IV spent in each classification in which work is performed. shall be paid to all workers performing work in the additional - c.All rulings and interpretations of the Davis-Bacon Act and classification from the first day on which work is performed in - related acts contained in 29 CFR 1,3,and 5 are herein the classification. incorporated by reference in this contract. 3.Payment of Fringe Benefits: a.Whenever the minimum wage rate prescribed in the con- tract for a class of laborers or mechanics includes a fringe benefit which is not expressed as an hourly rate,the contractor or subcontractors, as appropriate, shall either pay the benefit Form 1273—Reviud 3-95 - - 08-07-95 FR-6 Page 12-70 March 15,2001 LPP 01-04 "' • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment B • as stated in the wage determination or shall pay another bona (4)In the event the Bureau of Apprenticeship and Training, • fide fringe benefit or an hourly case equivalent thereof or a State apprenticeship agency recognized by the Bureau, withdraws approval of an apprenticeship program, the • b.If the contractor or subcontractor, as appropriate, does not contractor or subcontractor will no longer be permitted to make payments to a trustee or other third person, he/she may utilize apprentices at less than the applicable predetermined • consider as a part of the wages of any laborer or mechanic the rate for the comparable work performed by regular employees amount of any costs reasonably anticipated in pr6viding bona until an acceptable program is approved. fide fringe benefits under a plan or program, provided,that the • Secretary of Labor has found, upon the written request of the b.Trainees: contractor,that the applicable standards of the Davis-Bacon Act • have been met. The Secretary of Labor may require the (1)Except as provided in 29 CFR 5.16,trainees will not be . - contractor to set aside in a separate account assets for the permitted to work at less than the predetermined rate for the meeting of obligations under the plan or program. work performed unless they are employed pursuant to and • individually registered in a program which has received prior 4.Apprentices and Trainees(Programs of the U.S.DOL) approval, evidenced by formal certification by the DOL, • and Helpers: Employment and Training Administration. • a.Apprentices: - (2)The ratio of trainees to journeyman-level employees on the job site shall not be greater than permitted under the plan (1)Apprentices will be permitted to work at less than the approved by the Employment and Training Administration. predetermined rate for the work they performed when they Any employee listed on the payroll at a trainee rate who is are employed pursuant to and individually registered in a not registered and participating in a training plan approved by • bona fide apprenticeship program registered with theDOL, the Employment and Training Administration shall be paid . Employment and Training Administration, Bureau of not less than the applicable wage rate on the wage Apprenticeship and Training, or with a State apprenticeship determination for the classification of work actually • agency recognized by the Bureau,or if a person is employed performed. In addition, any trainee performing work on the job site in excess of the ratio permitted under the registered in his/her first 90 days of probationary employment as an program shall be paid not less than the applicable wage rate apprentice in such an apprenticeship program, who is not • individually registered in the program, but who has been on the wage determination for the work actually performed. certified by the Bureau of Apprenticeship and Training or a (3)Every trainee must be paid at not less than the rate • State apprenticeship agency(where appropriate)to be eligible specified in the approved program for his/her level of • for probationary employment as an apprentice. progress, expressed as a percentage of the journeyman-level (2)The allowable ratio of apprentices to journeyman-level hourly rate specified in the applicable wage determination. . any craft classification shall not Trainees shall be paid fringe benefits in accordance with the employees on the job site in be greater than the ratio permitted to the contractor as to the - Provisions of the trainee program. If the trainee program does • entire work force under the registered program. Any not mention fringe benefits, os shall be paid the full employee.listed on a payroll at an apprentice wage rate,who amount of fringe benefits listeded on the wage determination • unless the Administrator of the Wage and Hour Division is not registered or otherwise employed as stated above,shall bdetermines that there is an apprenticeship program associated e paid not less than the applicable wage rate listed in the • wage determination for the classification of work actually with the corresponding journeymen-level wage rate on the performed. In addition, any apprentice performing work on bene determination which provides for less than full fringe • the job site in excess of the ratio permitted under the benefits for apprentices, in which case such trainees scall re- registered program shall be paid not less than the applicable ceive the same fringe benefits as apprentices. • wage rate on the wage determination for the work actually (4)In the event the Employment and Training Adminis- performed. Where a contractor or subcontractor is tration withdraws approval of a training program, the con- performing construction on a project in a locality other than tractor or subcontractor will no longer be permitted to utilize that in which its program is registered, the ratios and wage trainees at less than the applicablepredetermined rate for the • gates (expressed in percentages of the journeyman-level work performed until an acceptable program is approved. hourly rate) specified in the contractor's or subcontractor's • registered program shall be observed. c.Helpers: (3)Every apprentice must be paid at not less than the rate • specified in the registered program for the apprentice's level Helpers will be permitted to work on a project if the helper of progress, expressed as a percentage of the journeyman- classification is specified and defined on the applicable wage • level hourly rate specified in the applicable wage determination or is approved pursuant to the conformance • determination. Apprentices shall be paid fringe benefits in procedure set forth in Section IV.2. Any worker listed on a accordance with the provisions of the apprenticeship pro- payroll at a helper wage rate, who is not a helper under an gram. If the apprenticeship program does not specify fringe approved definition, shall be paid not less than the applicable • benefits, apprentices most be paid the full amount of fringe wage rate on the wage determination for the classification of • benefits listed on the wage determination for the applicable work actually performed. classification. If the Administrator for the Wage and Hour • Division determines that a different practice prevails for the applicable apprentice classification, fringes shall be paid in • accordance with that determination. • Fovn 1273—Re id 3.95 08-07-95 • FR-7 i • • Page 12-71 • LPP O1-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment PS&E Checklist Instructions 5.Apprentices and Trainees(Programs of the U.S.DOT): 9.Withholding for Unpaid Wages and Liquidated Damages: Apprentices and trainees working under apprenticeship and skill The SHA shall upon its own action or upon written request of training programs which have been certified by the Secretary of any authorized representative of the DOL withhold,or cause to be Transportation as promoting EEO in connection with Federal-aid withheld,from any moneys payable on account of work performed highway construction programs are not subject to the requirements by the contractor or subcontractor under any such contract or any of paragraph 4 of this Section IV. The straight time hourly wage other Federal contract with the same prime contractor,or any other rates for apprentices and trainees under such programs will be federally-assisted contract subject to the Contract Work Hours and established by the particular programs. The ratio of apprentices Safety Standards Act,which is held by the same prime contractor, and trainees to journeymen shall not be greater than permitted by such sums as may be determined to be necessary to satisfy any the terms of the particular program. liabilities of such contractor or subcontractor for unpaid wages and liquidated damages as provided in the clause set forth in paragraph 6.Withholding: 8 above. The SHA shall upon its own action or upon written request of m V. STATEMENTS AND PAYROLLS authorized representative of the DOL withhold, or cause to be withheld, from the contractor or subcontractor under this contract (Applicable to all Federal-aid construction contracts exceeding or any other Federal contract with the same prime contractor, or $2,000 and to all related subcontracts, except for projects located any other federally-assisted contract subject to Davis-Bacon on roadways classified as local roads or rural collectors,which are prevailing wage requirements which is held by the same prime exempt.) contractor, as much of the accrued payments or advances as may be considered necessary to pay laborers and mechanics, including 1.Compliance with Copeland Regulations(29 CFR 3): apprentices, trainees, and helpers, employed by the contractor or any subcontractor the full amount of wages required by the The contractor shall comply with the Copeland Regulations of contract. In the event of failure to pay any laborer or mechanic, the Secretary of Labor which are herein incorporated by reference. including any apprentice, trainee,or helper, employed or working on the site of the work, all or part of the wages required by the 2.payrolls and Payroll Records: contract, the SHA contracting officer may, after written notice to the contractor, take such action as may be necessary to.cause the suspension of any further payment, advance,or guarantee of funds a.Payrolls and basic records relating thereto shall be until such violations have ceased. maintained by the contractor and each subcontractor during the course of the work and preserved for a period of 3 years from 7.Overtime Requirements: the date of completion of the contract for all laborers, mechanics,apprentices,trainees,watchmen,helpers, and guards No contractor or subcontractor contracting for any part of the working at the site of the work. contract work which may require or involve the employment of b.The payroll records shall contain the time, social security laborers, mechanics, watchmen, or guards (including apprentices, number, and address of each such employee; his or her correct trainees, and helpers described in paragraphs 4 and 5 above) shall classification; hourly rates of wages paid (including rates of require or permit any laborer, mechanic, watchman, or guard in contributions or costsanticipated for bona fide fringe benefits or any workweek in which he/she is employed on such work,to work cash equivalent thereof the types described in Section l(b)(2)(B) in excess of 40 hours in such workweek unless such laborer, of the Davis Bacon Act); daily and weekly number of hours mechanic,watchman,or guard receives compensation at a rate not worked; deductions made; and actual wages paid. In addition, less than one-and-one-half times his/her basic rate of pay for all for Appalachian contracts,the payroll records shall contain a hours worked in excess of 40 hours in such workweek. notation indicating whether the employee does, or does not, normally reside in the labor area as defined in Attachment A, 8.Violation: paragraph L Whenever the Secretary of Labor,pursuant to Sec- tion IV, paragraph 3b, has found that the wages of any laborer Liability for Unpaid Wages;Liquidated Damages: In the event or mechanic include the amount of any costs reasonably of any violation of the clause set forth in paragraph 7 above, the anticipated in providing benefits under a plan or program contractor and any subcontractor responsible thereof shall be liable described in Section l(b)(2)(B) of the Davis Bacon Act, the to the affected employee for his/her unpaid wages. In addition, contractor and each subcontractor shall maintain records which such contractor and subcontractor shall be liable to the United show that the commitment to provide such benefits is States (in the case of work done under contract for the District of enforceable, that the plan or program is financially responsible, Columbia or a territory, to such District or to such territory) for that the plan or program has been communicated in writing to liquidated damages. Such liquidated damages shall be computed the laborers or mechanics affected, and show the cost with respect to each individual laborer, mechanic, watchman, or anticipated or the actual cost incurred in providing benefits. guard employed in violation of the clause set forth in paragraph 7, Contractors or subcontractors employing apprentices or trainees in the sum of$10 for each calendar day on which such employee under approved programs shall maintain written evidence of the was required or permitted to work in excess of the standard work registration of apprentices and trainees, and ratios and wage week of 40 hours without payment of the overtime wages required rates prescribed in the applicable programs. - by the clause set forth in paragraph 7. F..1273—R�ised 3-95 08-07-95 FR-8 Page 12-72 _ March 15,2001 _ LPP 01-04 • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions - Attachment B • c.Each contractor and subcontractor shall furnish,each week may be grounds for debarment action pursuant to 29 CFR 5.12. in which any contract work is performed, to the SHA resident • engineer a payroll of wages paid each of its employees VI. RECORD OF MATERIALS,SUPPLIES,AND (including apprentices, trainees, and helpers, described in LABOR • Section IV, paragraphs 4 and 5, and watchmen and guards en- gaged on work during the preceding weekly payroll period). 1.On all Federal-aid contracts on the National Highway Sys- • The payroll submitted shall set out accurately and completely all tem, except those which provide solely for the installation of of the information required to be maintained under paragraph 26 protective devices at railroad grade crossings, those which are to this Section V. This information may be submitted in any constructed on a force account or direct labor basis, highway • form desired. Optional Form WH-347 is available for this beautification contracts, and contracts for which the total final purpose and may be purchased from the Superintendent of•• Documents (Federal stock number 029-005-0014.1), U.S. construction cost for roadway and bridge is less than $1,000,000- (23 CFR ion c the contractor shall:Government Printing Office, Washington, D.C, 20402. The _ prime contractor is responsible for the submission of copies of a.Become familiar with the list of specific materials and • payrolls by all subcontractors. supplies contained in Form FHWA-47, "Statement of Materials d.Each payroll submitted shall be accompanied by a and Labor Used by Contractor of Highway Construction • Involving Federal Funds," prior to the commencement of work "Statement of Compliance," signed by the contractor or sub- contractor or his/her agent who pays or supervises the payment under this contract. • of the persons employed under the contract and shall certify the b.Maintain a record of the total cost of all materials and • following: supplies purchased for and incorporated in the work,and also of (1)that the payroll for the payroll period contains the the quantities of those specific materials and supplies listed on . information required to be maintained under paragraph 2b of Form FHWA-47,and in the units shown on Form FHWA-47. this Section V and that such information is correct and c.Fumish, upon the completion of the contract, to the SHA . complete; resident engineer on Form FHWA-47 together with the data • (2)that such laborer or mechanic (including each helper, required in paragraph lb relative to materials and supplies, a apprentice, and trainee) employed on the contract during the final labor summary of all contract work indicating the total • payroll period has been paid the full weekly wages earned, hours worked and the total amount earned. without rebate, either directly or indirectly, and that no 2.At the prime contractor's option, either a single report • deductions have been made either directly or indirectly from covering all contract work or separate reports for the contractor the full wages earned, other than permissible deductions as and for each subcontract shall be submitted. • set forth in the Regulations,29 CFR 3; • (3)that each laborer or mechanic has been paid not less VII. SUBLETTING OR ASSIGNING THE CONTRACT that the applicable wage rate and fringe benefits or cash • equivalent for the classification of worked performed, as 1.The contractor shall perform with its own organization specified in the applicable wage determination incorporated contract work amounting to not less than 30 percent(or a greater • into the contract. percentage if specified elsewhere in the contract) of the total e.The week] submission of a property executed certification original contract price, excluding any specialty items designated • Y P P ]Y by the State. Specialty items may be performed by subcontract set forth on the reverse side of Optional Form WH-347 shall and the amount of any such specialty items performed may be • satisfy the requirement for submission of the "Statement of deducted from the total original contract price before computing Compliance"required by paragraph 2d of this Section V. the amount of work required to be performed by the contractor's • f.The falsification of any of the above certifications may own organization(23 CFR 635). subject the contractor to civil or criminal prosecution under 18 a."Its own organization" shall be construed to include only • U.S.C. 1001 and 31 U.S.C.231. workers employed and paid directly by the prime contractor and • - equipment owned or rented by the prime contractor, with or g.The contractor or subcontractor shall make the records re- without operators. Such term does not include employees or quired under paragraph 2b of this Section V available for in- equipment of a subcontractor, assignee, or agent of the prime • spection,copying,or transcription by authorized representatives contractor. of the SHA, the FHWA, or the DOL, and shall permit such • representatives to interview employees during working hours on b."Specialty Items" shall be construed to be limited to work the job. If the contractor or subcontractor fails to submit the re- that requires highly specialized knowledge, abilities, or • quired records or to make them available,the SHA,the FHWA, equipment not ordinarily available in the type of contracting the DOL, or all may, after written notice to the contractor, organizations qualified and expected to bid on the contract as a • sponsor, applicant, or owner,take such actions as may be nec- whole and in general are robe limited to minor components of essary to cause the suspension of any further payment,advance, the overall contract • or guarantee of funds. Furthermore, failure to submit the required records upon request or to make such records available • • • Form 1273—Revised 3.95 OM7-95 FR-9 • • • Page 12-73 • LPP 08-04 December 31,2008 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions 2.The contract amount upon which the requirements set forth in garding the seriousness of these and similar acts, the following paragraph 1 of Section VII is computed includes the cost of notice shall be posted on each Federal-aid highway project (23 material and manufactured products which are to be purchased or CFR 635)in one or more places where it is readily available to all produced by the contractor under the contract provisions. persons concerned with the project: 3.The contractor shall furnish(a)a competent superintendent or NOTICE TO ALL PERSONNEL ENGAGED ON supervisor who is employed by the firm,has full authority to direct FEDERAL-AID HIGHWAY PROJECTS performance of the work in accordance with the contract requirements, and is in charge of all construction operations 18 U.S.C. 1020 reads as follows: (regardless of who perforans the work) and (b) such other of its own organizational resources (supervision, management, and "Whoever being an,officer, agent, or employee of the United engineering services)as the SHA contracting officer determines is States, or any State or Territory, or whoever, whether a person, necessary to assure the performance of the contract. association, firm, or corporation, knowingly makes any false 4.No portion of the contract shall be sublet, assigned or statement,false representation, orfrlse report as to the character, otherwise disposed of except with the written consent of the SHA quality, or qualntity,ity or cost of the materia!used to to be used, or the P P quantity h quality of the work performed or to be performed, s, contracting officer,or authorized representative, and such consent the cost thereof in connection with the submission of plans, maps, when given shall not be construed to relieve the contractor of any specifications, contracts, or costs of construction on any highway responsibility for the fulfillment of the contract. Written consent or related project submitted for approval to the Secretary of will be given only after the SHA has assured that each.subcontract Transportation;or is evidenced in writing and that it contains all pertinent provisions and requirements of the prime contract. Whoever knowingly makes any false statement, false repre- sentation,false report or false claim with respect to the character, quality, quantity, or cost of any work performed or to be per- formed, or materials furnished or to be furnished, in connection 1.In the performance of this contract the contractor shall with the construction of any highway or related project approved comply with all applicable Federal, State, and local laws gov- by the Secretary of Transportation;or eming safety,health,and sanitation(23 CFR 635). The contractor shall provide all safeguards, safety devices and protective Whoever knowingly makes any false statement or false repre- equipment and take any other needed actions as it determines, or sentation as to material fact in any statement, certificate, or report as the SHA contracting officer may determine, to be reasonably submitted pursuant to provisions of the Federal-aid Roads Act necessary to protect the life and health of employees on the job approved July 1, 1916, (39 Stat. 355), as amended and sup- and the safety of the public and to protect property in connection plemented; with the performance of the work covered by the contract. Shall be fined not more that $10,000 or imprisoned not more 2.It is a condition of this contract, and shall be made a con- than 5 years or both." dition of each subcontract, which the contractor enters into pur- suant to this contract, that the contractor and any subcontractor X. IMPLEMENTATION OF CLEAN AIR ACT AND shall not permit any employee, in performance of the contract,to FEDERAL WATER POLLUTION CONTROL ACT work in surroundings or under conditions which are unsanitary, hazardous or dangerous to his/her health or safety, as determined to all Federal-aid construction contracts and to all under construction safety and health standards (29 CFR 1926) (Applicable promulgated by the Secretary of Labor,in accordance with Section related subcontracts of$100,000 or more.) 107 of the Contract Work Hours and Safety Standards Act (40 By submission of this bid or the execution of this contract, or U.S.C.333). - subcontract, as appropriate, the bidder, Federal-aid construction 3.Pursuant to 29 CFR 1926.3, it is a condition of this contract contractor, or subcontractor, as appropriate, will be deemed to that the Secretary of Labor or authorized representative thereof, have stipulated as follows: shall have right of entry to any site of contract performance to 1.That any facility that is or will be utilized in the performance inspect ,or Investigate the matter of compliance with the of this contract,unless such contract is exempt under the Clean Air construction safety and health standards and to carry out the duties Act, as amended(42 U.S.C. 1857 et seq., as amended by Pub. L. of the Secretary under Section 107 of the Contract Work Hours 91-604), and under the Federal Water Pollution Control Act, as and Safety Standards Act(40 U.S.C.333). amended(33 U.S.C. 1251 at seq.,as amended by Pub. L. 92-500), IX. FALSE STATEMENTS CONCERNING HIGHWAY Executive'Order 11738, and regulations in implementation thereof PROJECTS (40 CFR 15) is not listed, on the date of contract award, on the U.S. Environmental Protection Agency (EPA) List of Violating Facilities pursuant to 40 CFR 15.20. In order to assure high quality and durable construction in conformity with approved plans and specifications and a high 2.That the firm agrees to comply and remain in compliance degree of reliability on statements and representations made by with all the requirements of Section 114 of the Clean Air Act and engineers, contractors, suppliers, and workers on Federal-aid Section 308 of the Federal Water Pollution Control Act and all highway projects,it is essential that all persons concerned with the regulations and guidelines listed thereunder. project perform their functions as carefully, thoroughly, and honestly as possible. Willful falsification, distortion, or mis- 3.That the firm shall promptly notify the SHA of the receipt of - representation with respect to any facts related to the project is a any communication from the Director, Office of Federal Ac- violation of Federal law. To prevent any misunderstanding re- tivities, EPA, indicating that a facility that is or will be utilized Form 1273—Revised 3-95 08-07-95 FR-10 Page 12-74 March 15,2001 LPP 01-04 • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment B • for the contract is under consideration to be listed on the EPA List g.The prospective primary participant further agrees by • of Violating Facilities. submitting this proposal that it will include the clause titled "Certification Regarding Debarment, Suspension, Ineligibility • 4.That the firm agrees to include or cause to be included the and Voluntary Exclusion-Lower Tier Covered Transaction," requirements of paragraph I through 4 of this Section X in every provided by the department or agency entering into this covered • - nonexempt subcontract, and further agrees to take such action as transaction, without modification, in all lower tier covered the government may direct as a means of enforcing such re- transactions and in all solicitations for lower tier covered • quirements. transactions. • XI. CERTIFICATION REGARDING DEBARMENT, h.A participant in a covered transaction may rely upon a SUSPENSION,INELIGIBILITY AND VOLUNTARY certification of a prospective participant in a lower tier covered • EXCLUSION transaction that is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction; unless it • knows that the certification is.erroneous. A participant may 1.Instructions for Certification-Primary Covered decide the method and frequency by which it determines the el- Transactions: igibility of its principals. Each participant may, but is not required to, check the nonprocumment portion of the "Lists of • (Applicable to all Federal-aid contracts-49 CFR 29) Parties Excluded From Federal Procurement or Nonprocurement Programs" (Nonprocurement List) which is compiled by the • a.By signing and submitting this proposal, the prospective General Services Administration. primary participant is providing the certification set out below. iL Nothing contained in the foregoing shall be construed to • b.The inability of a person to provide the certification set out require establishment of a system of records in order to render in below will not necessarily result in denial of participation in this good faith the certification required by this clause. The • covered transaction. The prospective participant shall submit an knowledge and information of participant is not required to explanation of why it cannot provide the certification set out exceed that which is normally possessed by a pmdent person in • below. The certification or explanation will be considered in the ordinary course of business dealings. _ • connection with the department or agency's determination whether to enter into this transaction. However, failure of the j.Except for transactions authorized under paragraph f of prospective primary participant to furnish a certification or an these instructions, if a participant in a covered transaction • explanation shall disqualify such a person from participation in knowingly enters into a lower tier covered transaction with a this transaction. person who is suspended, debarred, ineligible, or voluntarily • excluded from participation in this transaction, in addition to c.The certification in this clause is a material representation other remedies available to the Federal Government, the de- of fact upon which reliance was placed when the department or partment or agency may terminate this transaction for cause or • agency determined to enter into this transaction. If it is later default. • determined that the prospective primary participant knowingly rendered an erroneous certification, in addition to other • remedies available to the Federal Government, the department or agency may terminate this transaction for cause of default. Certification Regarding Debarment, • Suspension,Ineligibility and Voluntary d.The prospective primary participant shall provide im- Exclusion—Primary Covered Transactions • mediate written notice to the department or agency to whom this proposal is submitted if any time the prospective primary 1.The prospective primary participant certifies to the best of • participant leams that its certification was erroneous when its knowledge and belief,that it and its principals: submitted or has become erroneous by reason of changed • circumstances. a.Are not presently debarred, suspended, proposed for debarment, declared ineligible, or voluntarily excluded from e.The terms "covered transaction," "debarred," "suspended," covered transactions by any Federal department or agency; • "ineligible," "lower tier covered transaction,' "participant," • person,""primary covered transaction,""principal,""proposal," b.Have not within a 3-year period preceding this proposal and "voluntarily excluded," as used in this clause, have the been convicted of or had a civil judgment rendered against • meanings set out in the Definitions and Coverage sections of them for commission of fraud or a criminal offense in rales implementing Executive Order 12549. You may contact connection with obtaining, attempting to obtain, or the department or agency to which this proposal is submitted for performing a public (Federal, State or local) transaction or • assistance in obtaining a copy of those regulations. contract under a public transaction; violation of Federal or State antitrust statutes or commission of embezzlement,theft, • £The prospective primary participant agrees by submitting forgery, bribery, falsification or destruction of records, this proposal that, should the proposed covered transaction be making false statements,or receiving stolen property; • entered into, it shall not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, c.Are not presently indicted for or otherwise criminally or • declared ineligible,or voluntarily excluded from participation in civilly charged by a governmental entity (Federal, State or this covered transaction,unless authorized by the department or local) with commission of any of the offenses enumerated in • agency entering into this transaction. paragraph lb of this certification;and • Form 1273—Revised 3-95 0847-95 • FR-11 • • • Page 12-75 • LPP O1-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment PS&E Checklist Instructions d.Have not within a 3-year period preceding this ap- igibility of its principals. Each participant may, but is not plication/proposal had one or more public transactions required to,check the Nonprocurement List. (Federal,State or local)terminated for cause or default. h.Nothing contained in the foregoing shall be construed to 2.Where the prospective primary participant is unable to require establishment of a system of records in order to render in certify to any of the statements in this certification, such good faith the certification required by this clause. The prospective participant shall attach an explanation to this knowledge and information of participant is not required to proposal. exceed that which is normally possessed by a prudent person in the ordinary course of business dealings. i.Except for transactions authorized under paragraph a of 2.Instructions for Certification-Lower Tier Covered these instructions, if a participant in a covered transaction Transactions: knowingly enters into a lower tier covered transaction with a _ person who is suspended, debarred, ineligible, or voluntarily (Applicable to all subcontracts,purchase orders and other lower excluded from participation in this transaction, in addition to tier transactions of$25,000 or more-49 CFR 29) other remedies available to the Federal Government, the de- partment or agency with which this transaction originated may a.By signing and submitting this proposal, the prospective pursue available remedies, including suspension and/or lower tier is providing the certification set out below. debarment. ..... b.The certification in this clause is a material representati9n _ of fact upon which reliance was placed when this transaction - Certification Regarding Debarment, was entered into. If it is later determined that the prospective Suspension,Ineligibility and Voluntary lower tier participant knowingly rendered an erroneous Exclusion-Lower Tier Covered Transactions certification, In addition to other remedies available to the Federal Government, the department or agency with which this 1.The prospective lower tier participant certifies, by transaction originated may pursue available remedies,including submission of this proposal,that neither it nor its principals is suspension and/or debarment. presently debarred, suspended, proposed for debarment, c.The prospective lower tier participant shall provide declared ineligible,or voluntarily excluded from participation immediate written notice to the person to which this proposal is in this transaction by any Federal department or agency. submitted if at any time the prospective lower tier participant 2,Where the prospective lower tier participant is unable to learns that its certification was erroneous by reason of changed certify to any of the statements in this certification, such circumstances. prospective participant shall attach an explanation to this d.The terms 'covered transaction," "debarred," "suspended," proposal "ineligible," "primary covered transaction," "participant," "person," "principal," "proposal," and 'voluntarily excluded,"as used in this clause,have the meanings set out in the Definitions XII. CERTIFICATION REGARDING USE OF and Coverage sections of rules implementing Executive Order 12549. You may contact the person to which this proposal is CONTRACT FUNDS FOR LOBBYING submitted for assistance in obtaining a copy of those regulations. (Applicable to all Federal-aid construction contracts and to all related subcontracts which exceed$100,000-49 CFR 20) e,The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be 1.The prospective participant certifies, by signing and entered into, it shall not knowingly enter into any lower tier submitting this bid or proposal,to the best of his or her knowledge covered transaction with a person who is debuted, suspended, and belief,that: declared ineligible,or voluntarily excluded from participation in this covered transaction,unless authorized by the department or a.No Federal appropriated funds have been paid or will be paid, agency with which this transaction originated. by or on behalf of the undersigned,to any person for influencing or attempting to influence an officer or employee of any Federal f The prospective lower tier participant further agrees by agency, a Member of Congress, an officer or employee of submitting this proposal that it will include this clause titled Congress,or an employee of a Member of Congress in connection "Certification Regarding Debarment, Suspension, Ineligibility with the awarding of any Federal contract, the making of any and Voluntary Exclusion-Lower Tier Covered Transaction," Federal grant,the making of any Federal loan,the entering into of without modification, in all lower tier covered transactions and any cooperative agreement, and the extension, continuation, in all solicitations for lower tier covered transactions. renewal, amendment, or modification of any Federal contract, grant,loan,or cooperative agreement. g.A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered b.If any funds other than Federal appropriated funds have been transaction that is not. debarred, suspended, ineligible, or paid or will be paid to any person for influencing or attempting to _ voluntarily excluded from the covered transaction, unless it - influence an officer or employee of any Federal agency,a Member knows that the certification is erroneous. A participant may of Congress, an officer or employee of Congress, or an employee decide the method and frequency by which it determines the el- of a Member of Congress in connection with this Federal contract, F..1273—Revised 3-95 08-07-95 FR-12 Page 12-76 _ March 15,2001 LPP O1-04 • ! Local Assistance Procedures Manual EXHIBIT 12-E ! PS&E Checklist Instructions Attachment B ! grant, .loan, or cooperative agreement, the undersigned shall be subject to a civil penalty of not less than$10,000 and not more complete and submit Standard Form-LLL, "Disclosure Form to than$100,000 for each such failure. ! Report Lobbying,"in accordance with its instructions. 3.The prospective participant also agrees by submitting his or ! 2.This certification is a material representation of fact upon her bid or proposal that he or she shall require that the language of which reliance was placed when this transaction was made or en- this certification be included in all lower tier subcontracts, which ! tered into. Submission of this certification is a prerequisite for -exceed $100,000 and that all such recipients shall certify and making or entering into this transaction imposed by 31 U.S.C. disclose accordingly. 1352. Any person who fails to file the required certification shall . ! ! FEDERAL-AID FEMALE AND MINORITY GOALS ! ! In accordance with Section Il, "Nondiscrimination," of 177 Sacramento,CA: ! 'Required Contract Provisions Federal-aid Constrnction Contracts"the following are the goals for female utilization: SMSA Counties: Goal for Women 6920 Sacramento,CA.................................. 16.1 ! CA Placer;CA Sacramento; ! - (applies nationwide)..............(percent) ........ 6.9 CA Yolo. The following are goals for minority utilization: Non-SMSA Counties........................................ 14.3 ! CA Butte;CA Colusa; CALIFORNIA ECONOMIC AREA CA El Dorado;CA Glenn; ! CA Nevada;CA Sierra; ! Goal CA Sutter;CA Yuba. ! (Percent) 178 Stockton-Modesto,CA: 174 Redding,CA: ! SMSA Counties: Non-SMSA Counties ................................... 6.8 5170 Modesto,CA...................................... 12.3 CA Lassen;CA Modoc; CA Stanislaus. ! CA Plumas;CA Shasta; 8120 Stockton,CA...................................... 24.3 ! CA Siskiyou;CA Tehama. CA San Joaquin. 175 Eureka,CA: Non-SMSA Counties........................................ 19.8 CA Alpine;CA Amador; ! CA Calaveras;CA Mariposa; ! Non-SMSA Counties................................... 6.6 CA Merced;CA Tuolumne. CA Del Norte;CA Humboldt; ! CA Trinity. 179 Fresno-Bakersfield,CA: ! 176 San Francisco-Oakland-San Jose,CA: SMSA Counties: SMSA Counties: 0680 Bakersfield,CA.................................. 19.1 ! 7120 Salinas-Seaside- CA Kern. Monterey,CA...............................I........... 28.9 2840 Fresno,CA.......................................... 26.1 ! CA Monterey. CA Fresno. 7360 San Francisco-Oakland,CA...... 25.6 Non-SMSA Counties........................................ 23.6 ! CA Alameda;CA Contra Costa; CA Kings;CA Madera; ! CA Marin;CA San Francisco; CA Tulare. CA San Mateo. 180 Los Angeles,CA: 7400 San Jose,CA........................................ 19.6 ! CA Santa Clara. SMSA Counties: ! 7485 Santa Cruz,CA.................................... 14.9 0360 Anaheim-Santa Ana-Garden CA Santa Cruz. Grove,CA................................................ 11.9 ! 7500 Santa Rosa,CA....................._ ....... 9.1 CA Orange. CA Sonoma. 4480 Los Angeles-Long 8720 Vallejo-Fairfield-Napa,CA................ 17.1 Beach,CA................................................ 28.3 CA Napa;CA Solano CA Los Angeles. Oxn !! Non-SMSA Counties.................. 6000 Ventura,C Simi Valley- Non-SMSA 23.2 tura,CA............................................. 21.5 CA Lake;CA Mendocino; CA Ventura. CA San Benito. • Forth 1273—Revised 3-95 08-07-95 ! FR-13 ! Page 12-77 ! LPP 01-04 March 15,2001 ! EXHIBIT 12-E Local Assistance Procedures Manual Attachment B PS&E Checklist Instructions 6780 Riverside-San Bernardino- Ontario,CA............................--.............. 19.0 CA Riverside; CA San Bernardino. 7480 Santa Barbara-Santa Maria- Lompoc,CA............................................. 19.7 . CA Santa Barbara. Non-SMSA Counties........................................ 24.6 CA Inyo;CA Mono; _ CA San Luis Obispo. - 181 San Diego,CA: SMSA Counties 7320 San Diego,CA..................................... 16.9 CA San Diego. Non-SMSA Counties........................................ 18.2 CA Imperial. In addition to the reporting requirements set forth elsewhere in this contract the Contractor and subcontractors holding subcontracts,not including material suppliers,of$10,000 or more,shall submit for every month of July during which work is performed,employment data as contained under Form FHWA PR-1391 (Appendix C to 23 CFR,Part 230),and in accordance with the instructions included thereon. Form 1273—Revised 3-95 08-07-95 FR-14 Page 12-78 - March 15,2001 LPP O1-04 - • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment C (THE BIDDER'S EXECUTION ON THE SIGNATURE PORTION OF THIS PROPOSAL • SHALL ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE • CERTIFICATIONS WHICHARE A PART OF THIS PROPOSAL) EQUAL EMPLOYMENT OPPORTUNITY CERTIFICATION The bidder proposed subcontractor hereby certifies that he has has not. participated in a previous contract or subcontract subject to the equal opportunity clauses, as required by Executive Orders 10925, 11114,or 11246, and that,where required,he has filed with the Joint Reporting Committee,the Director of the Office of Federal Contract Compliance, a Federal Government contracting or administering agency,or the former President's Committee on Equal Employment Opportunity, all reports due under the applicable filling requirements. • Note: The above certification is required by the Equal Employment Opportunity Regulations of the Secretary of Labor(41 CFR 60-1.7(b)(1)), and must be submitted by bidders and proposed subcontractors only in connection with contracts and subcontracts, which are subject to the equal opportunity clause. Contracts and subcontracts which are exempt from the equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally only contracts or subcontracts of$10,000 or under are exempt.) • Currently, Standard Form 100 (EEO-1)is the only report required by the Executive Orders or their • implementing regulations. • Proposed prime contractors and subcontractors who have participated in a previous contract or subcontract 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 contracts and subcontracts unless such contractor submits a report covering the delinquent period or such other period specified by the Federal Highway • Administration or by the Director, Office of Federal Contract Compliance, U.S. Department of Labor. I � Page 12-79 LPP 01-04 March 15,2001 EXHIBIT 12-E Local Assistance Procedures Manual Attachment C PS&E Checklist Instructions `V ♦ O� V �r Page 12-80 - .. March 15,2001 LPP 01-04 - • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions - Attachment E • DEBARMENT AND SUSPENSION CERTIFICATION • • TITLE 49,CODE OF FEDERAL REGULATIONS, 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, partner, director, officer, and manager: • • • Is not currently under suspension, debarment,voluntary exclusion, or determination of ineligibility by • any federal agency; • • Has not been suspended, debarred, voluntarily excluded or determined ineligible by any federal agency • within the past 3 years; • • Does not have a proposed debarment pending;and • • Has not been 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. • • If 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 determining bidder responsibility. For any exception noted above, indicate below to whom it applies, initiating agency, and dates of • action. s • Notes: Providing false information may result in criminal prosecution or administrative sanctions. • The above certification is part of the Proposal. Signing this Proposal on the signature portion thereof shall also constitute signature of this Certification. • ' i • • T-K-IB Page 12-g3 LPP 01-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment E PS&E Checklist Instructions `V ♦ O� V� V Page 12-84 March 15,2001 LPP 01-04 • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment F • NONLOBBYING CERTIFICATION • FOR FEDERAL-AID CONTRACTS • • The prospective participant certifies,by signing and submitting this bid or proposal,to the best of his or her • knowledge and belief,that: • (1) No federal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any • person for influencing or attempting to influence an officer or employee of any federal agency, a Member • of Congress, an officer or employee of Congress,or an employee of a Member of Congress in connection with the awarding of any federal contract,the making of any federal grant,the making of any federal • loan,the entering into of any cooperative agreement, and the extension,continuation, renewal, • amendment, or modification of any federal contract, grant, loan, or cooperative agreement. • (2) If any funds other than federal appropriated funds have been paid or will be paid to any person for • influencing or attempting to influence an officer or employee of any federal agency, a Member of • Congress, an officer or employee of Congress,or an employee of a Member of Congress in connection with this federal contract, grant, loan, or cooperative agreement,the undersigned shall complete and • submit Standard Form-LLL, "Disclosure of Lobbying Activities," in accordance with its instructions. • This certification is a material representation of fact upon which reliance was placed when this transaction was • made or entered into. Submission of this certification is a prerequisite for making or entering into this transaction • imposed by Section 1352,Title 31, U.S. Code. Any person who fails to file the required certification shall be subject to a civil penalty of not less than$10,000 and not more than$100,000 for each such failure. • • The prospective participant 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. • • • • • • • • • • • • Page 12-85 • LPP O1-04 March 15,2001 • EXHIBIT 12-E Local Assistance Procedures Manual Attachment F PS&E Checklist Instructions `V ♦ O� V1 V �r Page 12-86 March 15,2001 LPP 01-04 • • • EXHIBIT 12-E Local Assistance Procedures Manual • Attachment G PS&E Checklist Instructions • • INSTRUCTIONS FOR COMPLETION OF SF-LLL, • DISCLOSURE OF LOBBYING ACTIVITIES • This disclosure form shall be completed by the reporting entity,whether subawardee or prime federal 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 Member of Congress an • officer or employee of Congress or an employee of a Member of Congress in connection with a covered federal action. Attach a continuation sheet for additional information if the space on the form 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. • 1. 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 classification of this report. If this is a follow-up report caused by a material • change to the information previously reported, enter the year and quarter in which the change occurred. • Enter the date of the last, previously submitted report by this 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 known. Check the appropriate classification of the reporting entity that designates if it is or expects to be a prime or subaward recipient. Identify the tier of the subawardee, e.g.,the first subawardee • of the prime is the first tier. Subawards include but are not limited to subcontracts, subgrants and contract awards under grants. • 5. If the organization filing the report 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. • 6. Enter the name of the federal agency making the award or loan commitment. Include at least one organization level below agency name, if known. For example, Department of Transportation,United • States Coast Guard. • 7. Enter the federal program name or description for the covered federal action(item 1). If known, enter the full Catalog of Federal Domestic Assistance(CFDA) number for grants, cooperative agreements, loans • 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 Bid(IFB)number, grant announcement • number, the contract grant. or loan award number,the application/proposal control number assigned by • the federal agency). Include prefixes, e.g., "RFP-DE-90-001." • 9. For a covered federal action where there has been an award or loan commitment by the Federal agency, enter the federal amount of the award/loan commitments for the prime entity identified in item 4 or 5. • 10. (a)Enter the full name, address, city, State and zip code of the lobbying 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(MI). • 11. Enter the amount of compensation paid or reasonably expected to be paid by the reporting entity (item 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 in-kind • contribution, specify the nature and value of the in-kind payment. • 13. Check the appropriate box(es). Check all boxes that apply. If other, specify nature. • • Page 12-88 • March 15,2001 F►Z-u LPP 01-04 Local Assistance Procedures Manual - EXHIBIT 12-E PS&E Checklist Instructions Attachment G DISCLOSURE OF LOBBYING ACTIVITIES COMPLETE THIS FORM TO DISCLOSE LOBBYING ACTIVITIES PURSUANT TO 31 U.S.C. 1352 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: a. contract ❑a. bid/offer/application ❑ a. initial b. grant b. initial award b. material change C. cooperative agreement c. post-award d. loan For Material Change Only: Q. loan guarantee year_ quarter f, loan insurance date of last report 4. Name and Address of Reporting Entity 5. If Reporting Entity in No.4 is Subawardee, Enter Name and Address of Prime: ElPrime 11 Subawardee Tier ,if known Congressional District,if known Congressional District,if known 6. Federal Department/Agency: 7, Federal Program Name/Description: CFDA Number,if applicable 8. Federal Action Number,if known: 9. Award Amount,if known: 10. a. Name and Address of Lobby Entity - b. Individuals Performing Services (including (If individual,last name,first name,MI) address if different from No. IOa) (last time,first name,MI) (attach Continuation Sheet(s)if necessary) 11. Amount of Payment(check all that apply) 13. Type of Payment(check all that apply) $ E] actual planned a. retainer b. one-time fee 12. Form of Payment(check all that apply): c. commission Ba, cash d. contingent fee b. in-kind; specify: nature a deferred value f. other,specify 14. Brief Description of Services Performed or to be performed and Date(s)of Service,including officer(s),employee(s),or member(s)contacted,for Payment Indicated in Item 11: (attach Continuation Sheet(s)if necessary) 15. Continuation Sheets)attached: Yes El No ❑ 16. Information requested through this form is authorized by Title 31 U.S.C.Section 1352. This disclosure of lobbying reliance Signature: was placed by the tier above when his nansaction was made or entered into. This disclosure is required pursuant to 31 U.S.C. Print Name: 1352. This information will be reported to Congress semiannually and will be available for public inspection. Any person who fails to file the required disclosure shall be subject• Title: to a civil penalty of not less than$10,000 and not more than $100,000 for each such failure. Telephone No.: Date: Authorized for Local Reproduction Federal Use Only: Standard Form-LLL Stmdmd Form LLL Rcv.09-12-97 Page 12-87 LPP 01-04 March 15,2001 • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions - Attachment G • 14. Provide a specific and detailed description of the services that the lobbyist has performed or will be • expected to perform and the date(s)of any services rendered. Include all preparatory and related activity not just time spent in actual contact with federal officials. Identify the federal officer(s)or employee(s) • contacted or the officer(s)employee(s)or Member(s)of Congress that were contacted. • 15. Check whether or not a continuation sheet(s) is attached. • 16. The certifying official shall sign and date the form, print his/her name title and telephone number. • Public reporting burden for this collection of information is estimated to average 30 minutes per response, • including time for reviewing instruction, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding the burden • estimate or any other aspect of this collection.of information, including suggestions for reducing this burden,to • the Office of Management and Budget, Paperwork Reduction Project(0348-0046),Washington, D.C. 20503. SF-LLL-Ine d..s Rev.06-04-90,,ENDIF,, • • • • • • • • • • • • • • • • • • • • • • • • • • • .y�� Page 12-89 • LPP O1-04 March 15,2001 • • EXHIBIT 12-E Local Assistance Procedures Manual Attachment G PS&E Checklist Instructions `V ♦ O� k V� ♦ `v V �r Page 12-90 March 15,2001 - LPP 01-04 • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist 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 Conditions,"of the . Standard Specifications and these special provisions for the requirements and conditions which the bidder must observe in the preparation of the proposal form and the submission of the bid. • In addition to the subcontractors required to be listed in conformance with Section 2-1.054, "Required Listing of • Proposed Subcontractors," of the Standard Specifications,each proposal shall have listed therein the portion of work that will be done by each subcontractor listed. A sheet for listing the subcontractors is included in the • Proposal. . The form of Bidder's Bond mentioned in the last paragraph in Section 2-1.07, "Proposal Guaranty," of the Standard Specifications will be found following the signature page of the Proposal. • In conformance with Public Contract Code Section 7106,a Noncollusion 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 the basis of race, color,national origin,or sex in the performance of this contract. The contractor shall carry out applicable requirements of 49 CFR Part 26 • in the award and administration of DOT assisted contracts. Failure by the contractor to carry out these • requirements is a material breach of this contract, which may result in the termination of this contract or such other remedy as the recipient deems appropriate. Each subcontract signed by the bidder must include this assurance. • 2-1.015--FEDERAL,LOBBYING RESTRICTIONS.--Section 1352,Title 1352, 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 connection with the awarding of any federal-aid contract,the making 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 recipient 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 • completion of the Standard Form is also included in the Proposal. Signing the Proposal shall constitute signature • of the Certification. • The above referenced certification and disclosure of lobbying activities shall be included in each subcontract and any lower-tier contracts exceeding$100,000. All disclosure forms, but not certifications, shall be forwarded from • tier to tier until received by the Engineer. • The Contractor, subcontractors and any lower-tier contractors shall file a disclosure form at the end of each calendar quarter in which there occurs any event that requires disclosure or that materially affects the accuracy of • the information contained in any disclosure form previously filed by the Contractor, subcontractors and any • lower-tier contractors. An event that materially affects the accuracy of the information reported includes: (1) A cumulative increase if$25,000 or more in the amount paid or expected to be paid for influencing or • attempting to influence a covered federal action; or • (2) A change in the person(s) or individual(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 r� � -In March 15,2001 • T • EXHIBIT 12-E Local Assistance Procedures Manual Attachment H PS&E Checklist Instructions 2-1.02 DISADVANTAGED BUSINESS ENTERPRISE(DBE).--This contract is subject to Part 26, Title 49, Code of Federal Regulations entitled "Participation by Disadvantaged Business Enterprises in Department of Transportation Financial Assistance Programs." The Regulations in their entirety are incorporated herein by this reference. Disadvantaged business enterprises (DBEs), as defined in 49 CFR part 26 are encouraged to participate in the performance of contracts financed in whole or in part with Federal Funds. The Contractor should ensure that DBEs have the opportunity to participate in the performance of this contract and shall take all necessary and reasonable steps for this assurance. The Contractor shall not discriminate on the basis of race,color, national origin, or sex in the award and performance of subcontracts. Bidders shall be fully informed with respect to the requirements of the DBE Regulations. The DBE Regulations in their entirety are incorporated herein by this reference. Attention is directed to the 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 as a prime contractor, subcontractor,joint venture partner with a prime or subcontractor, vendor of material or supplies,or as a trucking company; B. A DBE joint venture partner must be responsible for specific contract items of work, or clearly defined portions thereof. Responsibility means actually performing, managing and supervising the work with its own forces. The DBE joint venture partner must share in the capital contribution, control, management, risks and profits of the joint venture commensurate with its ownership interest; C. A DBE must perform a commercially useful function, i.e., must be responsible for the execution of a distinct element of the work and must carry out its responsibility by actually performing, managing and supervising the work; E. DBEs must be certified by California Unified Certification Program (CUCP). Listings of DBEs certified by the CUCP are available from the following sources: I.The Caltran's"Civil Rights"web site at: httii://www.dot.ca.gov/hq/bey. 2. The Caltran's DBE Directory. This Directory may be obtained from the Department of Transportation, Materiel Operations Branch, Publication Distribution Unit, 1900 Royal Oaks Drive, Sacramento, California 95815,Telephone: (916)445-3520; F. When reporting DBE participation, bidders may count the cost of materials or supplies purchased from DBEs as follows: 1. If the materials or supplies are obtained from a DBE manufacturer, 100 percent of the cost of the materials or supplies . A DBE manufacturer 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. 2. If the materials or supplies are purchased from a DBE regular dealer, count 60 percent of the cost of the materials or supplies. A DBE regular dealer is a firm that owns, operates or maintains a store, warehouse, or other establishment in which the materials, supplies, articles or equipment of the general character described by the specifications and required under the contract are bought, kept in stock, and regularly sold or leased to the public in the usual course of business. To be a DBE regular dealer, the firm must be an established, regular business that engages, as its principal business and under its own.name, in the purchase and sale or lease of the products in question. A person may be a DBE regular dealer in such bulk items as petroleum products, steel, cement, gravel, stone, or asphalt without owning, operating, or maintaining a place of business as provided in this paragraph F.2., if the person both owns and operates distribution equipment for the products. Any supplementing of regular dealers' own distribution equipment shall be by a long-tern lease agreement and not on an ad Page 12-92 n't May 1,2006 ' u7 LPP 06-01 -- • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment H • hoc or contract-by-contract basis. Packagers,brokers, manufacturers'representatives, or other persons • who arrange or expedite transactions are not DBE regular dealers within the meaning of this • paragraph F.2. • 3. If the DBE is neither a manufacturer nor a regular dealer, count only the entire amount of fees or 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. G When reporting DBE participation, bidders may count the participation of DBE trucking companies as • follows: • 1. The DBE must be responsible for the management and supervision of the entire trucking operation for • which it is responsible on a particular contract. • 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 it owns, insures,and operates using drivers it employs. • 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 DBE may also lease trucks from a non-DBE firm including from an owner-operator. The DBE • who leases trucks from a non-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 paragraph G, a lease must indicate that the DBE has exclusive use of and • control over the truck. This does not preclude the leased truck from working for others during the term of the lease with the consent of the DBE, so long as the lease gives the DBE absolute priority for • use of the leased truck. Leased trucks must display the name and identification number of the DBE. • H. Bidders are encouraged to use services offered by financial institutions owned and controlled by DBEs. • • • i • • • • • • • • • • �,25 Page 12-93 • LPP 06-06 November 14,2006 • EXHIBIT 12-E - Local Assistance Procedures Manual Attachment H PS&E Checklist Instructions ♦ O� V� V �r Page 12-94 March 15,2001 LPP 01-04 • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment I • SECTION 3. AWARD AND EXECUTION OF CONTRACT • The bidder's attention is directed to the provisions in Section 3, "Award and Execution of Contract," of the • Standard Specifications and these special provisions for the requirements and conditions concerning award and execution of contract. • A "LOCAL AGENCY BIDDER-DBE INFORMATION" form will be provided by the Agency in the contract • documents to be executed by the successful bidder. The purpose of the form is to collect data required under 49 CFR Part 26. Even if no DBE participation will be reported,the successful bidder must execute and return the • form. • The successful bidder's "LOCAL AGENCY BIDDER-DBE INFORMATION" form should include the names, • addresses and phone numbers of DBE firms that will participate, with a complete description of work or supplies • to be provided by each, and the dollar value of each DBE transaction. When 100 percent of a contract item of work is not to be performed or furnished by a DBE, a description of the exact portion of that work to be • performed or furnished by that DBE should be included in the DBE information, including the planned location of • that work. A successful bidder certified as a DBE should describe the work it has committed to performing with its own forces as well as any other work that it has committed to be performed by DBE subcontractors, suppliers • and trucking companies. • The successful bidder is encouraged to provide written confirmation from each DBE that the DBE is participating • in the contract. A copy of a DBE's quote will serve as written confirmation that the DBE is participating in the contract. If a DBE is participating as a joint venture partner, the successful bidder is encouraged to submit a copy • of the joint venture agreement. • The "LOCAL AGENCY'[S BIDDER-DBE INFORMATION" form should be completed and returned to the • Agency by the successful bidder with the executed contract and contract bonds. • SECTION 4. BEGINNING OF WORK,TIME OF COMPLETION AND LIQUIDATED DAMAGES • • Attention is directed to the provisions in Section 8-1.03, "Beginning of Work," in Section 8-1.06, "Time of • Completion," and in Section 8-1.07, "Liquidated Damages," of the Standard Specifications and these special • provisions. The Contractor shall begin work within_calendar days after the contract has been approved by the City/County • of • This work shall be diligently prosecuted to completion before the expiration of WORKING DAYS • beginning on the_calendar day after approval of the contract. • • (INSERT AMOUNT OF LIQUIDATED DAMAGES) The Contractor shall pay to the City/County of the sum of $ per day, for each and every calendar day's delay in finishing the work in excess of the number of working days prescribed above. • • • • Page 12-97 • LPP 06-01 May 1,2006 • • • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment J • • 5-1._ SUBCONTRACTOR AND DBE RECORDS. -- The Contractor shall maintain records showing the • name and business address of each first-tier subcontractor. The records shall also show the name and business address of every DBE subcontractor, DBE vendor of materials and DBE trucking company, regardless of tier. The records shall show the date of payment and the total dollar figure paid to all of these firms. DBE prime • contractors shall also show the date of work performed by their own forces along with the corresponding dollar value of the work. • • Upon completion of the contract, 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. The • form shall be furnished to the Engineer within 90 days from the date of contract acceptance. The amount of • $10,000 will be withheld from payment until a satisfactory form is submitted. • Prior to the fifteenth of each month, the Contractor shall submit documentation to the Engineer showing the amount paid to DBE trucking companies. The Contractor shall also obtain and submit documentation to the • Engineer showing the amount paid by DBE trucking companies to all firms, including owner-operators, for the • leasing of trucks. If the DBE leases trucks from a non-DBE, the Contactor may count only the fee or commission • the DBE receives as a result of the lease arrangement. • The Contractor shall also obtain and submit documentation to the Engineer showing the truck number, owner's • name,California Highway Patrol CA number, and if applicable, the DBE certification number of the owner of the truck for all trucks used during that month. This documentation shall be submitted on "Monthly DBE Trucking • Verification" Form CEM-2404(F). • • • • • • • • • • • • • • • • • • r� 2-7 Page 12-99 • LPP 06-01 C I May 1,2006 • • Local Assistance Procedures Manual EXHIBIT 17-0 Disadvantaged Business Enterprises(DBE)Certification Status Change STATE OF CALIFORNIA—DEPARTMENT OF TRANSPORTATION DISADVANTAGED BUSINESS ENTERPRISES(DBE)CERTIFICATION STATUS CHANGE CP-CEM-2403(F) (New. 10/99) CONTACT NUMBER COUNTY ROUTE POST MILES ADMINISTERING AGENCY CONTRACT COMPETION DATE PRIME CONTRACTOR BUSINESS ADDRESS ESTIMATED CONTRACT AMOUNT Prime Contractor.List aBDBEs with changes in certification status(certylect decertlfred)while in your employ,whether or notfwmr were originaIIy listed for good credit Adach DBE cerlifrcadonlDecerhfication letter in accordance with the Special Provisions CERTIFICATION/ CONTRACT SUBCONTRACT NAME AND BUSINESS CERTIFICATION NUMBER AMOUNT PAID WHILE DECERTIFICATION ITEM NO. BUSINESS ADDRESS PHONE - - CERTIFIED DATE Letter attached $ !� $ 00 $ Comments: - I CERTIFY THAT THE ABOVE INFORMATION IS COMPLETE AND CORRECT CONTRACTOR REPRESENTATIVE SIGNATURE TITLE BUSINESS PHONE NUMBER DATE TO THE BEST OF MY KNOWLEDGE THE ABOVE INFORMATION IS COMPLETE AND CORRECT RESIDENT ENGINEER BUSINESS PHONE NUMBER DATE Distribution Original copy-DLAE Copy-1)Business Enterprise Program 2)Prime Contactor 3)Local Agency 4)Resident Engineer Page 17-43 LPP 06-03 July 21,2006 • • • EXHIBIT 17-0 _ Local Assistance Procedures Manual • Disadvantaged Business Enterprises(DBE)Certification Status Change • Form CP-CEM 2403(F)(New 10/99) • DISADVANTAGED BUSINESS ENTERPRISES (DBE)CHANGE IN CERTIFICATION STATUS REPORT • The top of the form requires specific information regarding the construction project: Contract Number,County, • Route, Post Miles,the Administering Agency,the Contract Completion Date, and the Estimated Contract • Amount. It requires the Prime Contractor's 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 changed 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. j • The form has a column to enter the Contract Item No(or Item Nos.)as well as a column for the Subcontractor's • 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 meet the 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/Decertification 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 above transactions. • The CEM-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. • • There is a Comments section for any additional information that may need to be provided regarding any of the • above transactions. • The CEM-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. • • • • • • • • • • II • • • Page 17-44 July 21,2006 LPP 06-03 • FR' Zq • • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment K • 5-1._ PERFORMANCE OF SUBCONTRACTORS The subcontractors listed by the Contractor in conformance with Section 2-1.054,"Required Listing of Proposed • Subcontractors,"of the Standard Specifications, shall perform the work and supply the materials for which they • are listed unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources. • • The Contractor should notify the Engineer in writing of any changes to its anticipated DBE participation. This • notice should be provided prior to the commencement of that portion of the work. • • • • • • • • • • • • • • • • • • • • • • • • Page 12-101 • LPP 06-01 fQ-'',� May 1,2006 • • • Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment L • • • 5-1._ SUBCONTRACTING Attention is directed to the provisions in Section 8-1.01, "Subcontracting," and these special provisions. • Pursuant to the provisions in Section 1777.1 of 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 debarred contractors is available from the Department of Industrial Relations web site at: • http://www.dir.ca.gov/DLSE/Debar.html. • The provisions in the third paragraph of Section 8-1.01, "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 or is not) changed by the Federal Aid requirement specified under "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14 of these special provisions that • the Contractor perform not less than 30 percent of the original contract work with the Contractor's own • organization. • Each subcontract and any lower tier subcontract that may in tum be made shall include the "Required Contract Provisions Federal-Aid Construction Contracts" in Section 14 of these special provisions. Noncompliance shall be corrected. Payment • for subcontracted work involved will be withheld from progress payments due, or to become due, until correction is made. • Failure to comply may result in termination of the contract. • • • • • • I • • • • • • • • • • • • • Page 12-103 • LPP 06-01 May 1,2006 • • • • • • 5-1.10 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. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • T2-32 • • • • • • 5-1.102 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. • • • • • • • • • • • • • • • • • • • • • • • • • • I' • • F�.- 33 • • • • Local Assistance Procedures Manual Exhibit 15-G1 • Local Agency Bidder UDBE Commitment(Construction Contracts) • Exhibit 15-G1 Local Agency Bidder UDBE Commitment (Construction Contracts) NOTE: PLEASE REFER TO INSTRUCTIONS ON THE REVERSE SIDE OF THIS FORM . AGENCY: LOCATION: • PROJECT DESCRIPTION: • TOTAL CONTRACT AMOUNT:$ • ID DATE: • BIDDER'S NAME: . CONTRACT UDBE GOAL; • CONTRACT ITEM OF WORK AND DESCRIPTION Cert.No.of UDBE NAME OF UDBEs DOLLAR AMOUNT • ITEM NO. R SERVICES TO BE AND EXPIRATION Must be certified on the date bids UDBE • SUBCONTRACTED OR MATERIALS DATE are opened-include UDBE O BE PROVIDED address and phone number • • • • • • or Local Agency to Complete: • Total Claimed Local Agency Contract Number: Participation • Federal Aid Project Number: • • Federal Share: _ • Contract Award Date: • Local Agency certifies that all information is complete and accurate. • • Signature of Bidder • Print Name Signature Date Local Agency Representative Date (Area Code)Tel.No. • Area Code Telephone Number: • For Caltrans Review: Person to Contact (Please Type or Print) • • Print Name Signature Date Caltrans District Local Assistance Engineer Local Agency Bidder-UDBE Covurnment(Rev 3/09) • • Distribution: (1)Copy—Fax or scan a copy to the Caltrans District Local Assistance Engineer(DLAE) within 15 days of award. Failure to send a copy to the DLAE within 15 days of award may result in de-obligation of funds for this project. • (2)Copy --Include in award package to Caltrans District Local Assistance . (3)Original—Local agency files Page 15-31 • LPP 09-xx �J March 27,2009 • • Exhibit 15-G1 Local Assistance Procedures Manual • Local Agency Bidder UDBE Commitment(Construction Contracts) • • INSTRUCTIONS -LOCAL AGENCY BIDDER • UDBE COMMITMENT (CONSTRUCTION CONTRACTS) (Revised 03/09) • ALL BIDDERS: • • PLEASE NOTE: It is the bidder's responsibility to verify that the UDBE(s) falls into one of the following groups in order to count towards the UDBE contract goal: 1)Black American; 2)Asian-Pacific American; • 3) Native American; 4) Women. This information may be submitted with your bid proposal. If it is not, • and you are the apparent low bidder or the second or third low bidder,it must submitted and received as • specified in the Special Provisions. Failure to submit the required UDBE commitment will be grounds for finding the proposal nonresponsive UDBE is a firm meeting the definition of a DBE as specified in 49 CFR and is one of the following groups: • 1. Black American • 2. Asian-Pacific American 3. Native American • 4. Women • The form requires specific information regarding the construction contract: Agency,Location,Project • Description, Federal Aid Project Number(assigned by Caltrans-Local Assistance), Total Contract Amount,Bid • Date, Bidder's Name, and Contract Goal. • The form has a column for the Contract Item Number(or Item No's)and Item of Work and Description or • Services to be Subcontracted or Materials to be provided by UDBEs. The UDBE should provide a certification • number to the Contractor and expiration date. The form has a column for the Names of UDBE contractors to perform the work(who must be certified on the date bids are opened and include the UDBE address and phone • number). Enter the UDBE prime's and subcontractors' certification numbers. Prime contractors shall indicate • all work to be performed by UDBEs including, if the prime is a UDBE,work performed by its own forces. • IMPORTANT: Identify all UDBE firms being participating in the project regardless of tier. Names of the First • Tier UDBE Subcontractors and their respective item(s)of work listed should be consistent,where applicable, • with the names and items of work in the "List of Subcontractors" submitted with your bid. Provide copies of the UDBEs' quotes, and if applicable, a copy of joint venture agreements pursuant to the Subcontractors Listing Law • and the Special Provisions. • There is a column for the total UDBE dollar amount. Enter the Total Claimed UDBE Participation dollars and • percentage amount of items of work submitted with your bid pursuant to the Special Provisions. (If 100% of item • is not to be performed or furnished by the UDBE, describe exact portion of time to be performed or furnished by • the UDBE.) See Section "Disadvantaged Business Enterprise (DBE)," of the Special Provisions(construction contracts); to determine how to count the participation of UDBE firms. Exhibit 15-G(I)must be signed and dated by the person bidding. Also list a phone number in the space provided • and print the name of the person to contact. Local agencies should complete the Contract Award Date and Federal Share fields and verify that all information is complete and accurate before signing and sending a copy of the form to the District Local • Assistance Engineer within 15 days of award. Failure to submit a completed and accurate form within the 15-day • time period may result in the de-obligation of funds on this project. • District DBE Coordinator should verify that all information is complete and accurate. Once the • information has been verified,the District Local Assistance Engineer signs and dates the form. • Page 15-32 March 27,2009 7j5 LPP 09-xx • • Local Assistance Procedures Manual Exhibit 15-G2 • Local Agency Bidder DBE Information (Construction Contracts) • Exhibit 15-G2 Local Agency Bidder DBE Information (Construction Contracts) • (Inclusive of all DBEs including the UDBEs listed at bid proposal) • NOTE: PLEASE REFER TO INSTRUCTIONS ON THE REVERSE SIDE OF THIS FORM • • AGENCY: LOCATION: • PROJECT DESCRIPTION: . • TOTAL CONTRACT AMOUNT:$ • IDDATE: • BIDDER'S NAME: • • CONTRACT ITEM OF WORK AND DESCRIPTION DBE Can.No. NAME OF DBEs DOLLAR AMOUNT ITEM No. R SERVICES TO BE AND EXPIRATION Must be certified on the date bids DBE • SUBCONTRACTED OR MATERIALS DATE me opened-include DBE address O BE PROVIDED and phone number • • • • • • • • • • or Local Agency to Complete: Total Claimed • Local Agency Contract Number: Participation • Federal Aid Project Number: • Federal Share: • Contract Award Date: Local Agency certifies that the DBE certification(s)has been verified and all information is complete and accurate. • Signature of Bidder • • Print Name Signature Date Local Date (Area Code)Tel.No. al Agency Representative • Area Code Telephone Number: • or Caltrans Review: Person to Contact (Please Type or Print) • • Print Name Signature Date Caltrans District Local Assistance Engineer ' • Local Agency Biddu DHE Information(Rev 3/09) • Distribution: (1)Copy—Fax or scan a copy to the Caltrans District Local Assistance Engineer(DLAE) within 15 days of contract execution. Failure to send a copy to the DLAE within 15 days of contract execution may result in de-obligation of funds for this project. • (2)Copy --Include in award package to Caltrans District Local Assistance • (3)Original—Local agency files • Page I5-32a LPP 09-xx -�,3� March 27,2009 • Exhibit 15-G2 Local Assistance Procedures Manual Local Agency Bidder DBE Information(Construction Contracts) INSTRUCTIONS -LOCAL AGENCY BIDDER DBE INFORMATION (CONSTRUCTION CONTRACTS) (Revised 03109) SUCCESSFUL BIDDER: • The form requires specific information regarding the construction contract: Agency,Location,Project • Description, Federal Aid Project Number(assigned by Caltrans-Local Assistance), Total Contract Amount, Bid Date,Bidder's Name, and Contract Goal. . The form has a column for the Contract Item Number(or Item No's)and Item of Work and Description or Services to be Subcontracted or Materials to be provided by DBEs. The DBE should provide a certification number to the Contractor and expiration date. The DBE contractors should notify the Contractor in writing with • the date of the decertification if their status should change during the course of the contract. The form has a . column for the Names of DBE certified contractors to perform the work(must be certified on the date bids are opened and include DBE address and phone number). Enter DBE prime and subcontractors certification number. • Prime contractors shall indicate all work to be performed by DBEs including work performed by its own forces if • a D$E. IMPORTANT: Identify all DBE firms participating in the project--including all UDBEs listed on the UDBE • Commitment form(Exhibit 15G(1)), regardless of tier. Names of the First Tier DBE Subcontractors and their respective item(s) of work listed should be consistent, where applicable, with the names and items of work in the "List of Subcontractors" submitted with your bid. • There is a column for the total DBE dollar amount. Enter the Total Claimed DBE Participation dollars and percentage amount of items of work submitted with your bid pursuant to the Special Provisions. (If 100% of item • is not to be performed or furnished by the DBE, describe exact portion of time to be performed or furnished by • the DBE.) See Section "Disadvantaged Business Enterprise(DBE)," of the Special Provisions(construction contracts); to determine how to count the participation of DBE firms. Exhibit 15-G(2)must be signed and dated by the successful bidder. Also list a phone number in the space provided and print the name of the person to contact. Local agencies should complete the Contract Award Date,Federal Share, Contract and Project Number fields, and verify that all information is complete and accurate before signing and sending a copy of the form to the District Local Assistance Engineer within 15 days of contract execution. Failure to submit a completed and • accurate form within the 15-day time period may result in the de-obligation of funds on this project. District DBE Coordinator should verify that all information is complete and accurate. Once the information has been verified, the District Local Assistance Engineer signs and dates the form. • Page 15-32h • March 27,2009 LPP 09-xx • • Local Assistance Procedures Manual Exhibit 15-H • UDBE Information -Good Faith Effort EXHIBIT 15-H UDBE INFORMATION—GOOD FAITH EFFORTS • Federal-aid Project No. Bid Opening Date • • The (Ci /Couny of) established an Under-utilized Disadvantaged Business Enterprise (UDBE) goal of % for this project. The information provided herein shows that a good faith effort was • made. • Lowest, second lowest and third lowest bidders shall submit the following information to document adequate • good faith efforts. Bidders should submit the following information even if the "Local Agency Bidder—UDBE • Commitment" form indicates that the bidder has met the UDBE goal. This will protect the bidder's eligibility for • award of the contract if the administering agency determines that the bidder failed to meet the goal for various reasons, e.g., a UDBE firm was not certified at bid opening, or the bidder made a mathematical error. Submittal of only the "Local Agency Bidder — UDBE Commitment" form may not provide sufficient documentation to demonstrate that adequate good faith efforts were made.. • • The following items are listed in the Section entitled "Submission of UDBE Commitment" of the Special Provisions: • • A. The names and dates of each publication in which a request for UDBE participation for this • project was placed by the bidder (please attach copies of advertisements or proofs of publication): • • Publications Dates of Advertisement • • B. The names and dates of written notices sent to certified UDBEs soliciting bids for this project • and the dates and methods used for following up initial solicitations to determine with certainty whether the UDBEs were interested (please attach copies of solicitations, telephone records, fax • confirmations, etc.): • Names of Date of Follow Up • UDBEs Initial Methods and • Solicited Solicitation Dates • • • • • • C. The items of work which the bidder made available to UDBE firms, including, where appropriate, any breaking down of the contract work items (including those items normally • performed by the bidder with its own forces) into economically feasible units to facilitate UDBE • • Page 15-33 LPP 09-xx 38 March 4,2009 • • Exhibit 15-H Local Assistance Procedures Manual • UDBE Information-Good Faith Effort • participation. It is the bidder's responsibility to demonstrate that sufficient work to facilitate • UDBE participation was made available to UDBE firms. Items of Work. Bidder Normally Breakdown of Items Amount Percentage • Performs Item ($) Of • (Y/N) Contract • • • • D. The names, addresses and phone numbers of rejected UDBE firms, the reasons for the bidder's rejection of the UDBEs, the firms selected for that work(please attach copies of quotes from the • firms involved), and the price difference for each UDBE if the selected firm is not a UDBE: • • Namesi addresses and phone numbers of rejected UDBEs and the reasons for the bidder's • rejection of the UDBEs: • • • • Names, addresses and phone numbers of firms selected for the work above: • • • • • • E. Efforts made to assist interested UDBEs in obtaining bonding, lines of credit or insurance, and any technical assistance or information related to the plans, specifications and requirements for • the work which was provided to UDBEs: • • • • • F. Efforts made to assist interested UDBEs in obtaining necessary equipment, supplies, materials, or • related assistance or services, excluding supplies and equipment the UDBE subcontractor purchases or leases from the prime contractor or its affiliate: • • • G. The names of agencies, organizations or groups contacted to provide assistance in contacting, • recruiting and using UDBE firms (please attach copies of requests to agencies and any responses • received, i.e., lists, Internet page download, etc.): Page 15-34 • March 4,2009 LPP 09-xx • Local Assistance Procedures Manual Exhibit 15-H • UDBE Information -Good Faith Effort Name of Method/Date Results Agency/Organization of Contact • H. Any additional data to support a demonstration of good faith efforts (use additional sheets if • necessary): NOTE: USE ADDITIONAL SHEETS OF PAPER IF NECESSARY. Page 15-34a y LPP 09-xx S -40 March 4,2009 00 • 0000 • 00000000000000 * 00000000000000000000 • Local Assistance Procedures Manual - EXHIBIT 17-F Final Report of Utilization of Disadvantaged Businesses EXHIBIT 17-F FINAL REPORT UTILIZATION OF DISADVANTAGED BUSINESSES STATE OF CALIFORNIA-DEPARTMENT OF TRANSPORTATION LOCAL ASSISTANCE-FEDERAL-FINAL REPORT-UTILIZATION OF DISADVANTAGED BUSINESS ENTERPRISES(DBE), FIRST-TIER SUBCONTRACTORS Revised U04 CONTRACT NUMBER COUNTY LOCATION PROJECT DESCRIPTION FEDERAL AID PROJECT NO, ADMINISTERING AGENCY CONTRACT COMPLETION DATE t For tocol agenry to complete) 5 $ DESCRIPTION OF USE CERT. CONTRACT PAYMENTS FEDERAL SHARE$ CONTRACT WORK PERFORMED SUBCONTRACTOR NAME NUMBER 8 EXP. DBE DBE (NON- DBE DATE WORK DATE OF FINAL ITEM No. AND MATERIAL AND BUSINESS ADDRESS DATE NON-DBE DBE (MINORITY) MINORITY (MINORITY COMPLETE PAYMENT PROVIDED WOMEN WOMEN 5 TOTAL PAYMENTS S 5 $ S S ORIGINAL DBE COMMITMENT nyinal 8 % BEGOALATTAINMENT List all First Tier Subcontractors and all Disadvantaged Business Enterprises(DBEs)regardless of her,whether or not the firms were originally listed for goal credit.If actual DBE utilization(or item of work)was different Nan that approved at time of award,provide comments on the back of the form. List actual amount paid to each ofthe DBE even if different than originally listed for goal"add. CONTRACTOR/CONSULTANT REPRESENTATIVE'S SIGNATURE BUSINESS PHONE NUMBER DATE RESIDENT PROJECT ENGINEERS SIGNATURE BUSINESS PHONE NUMBER DATE _ AGENCY Distribution: (1)Original plus one copy included in the Report ol'Expenditwes-DLAE (2)Copy-Local Agency files Page 17-21 July 21,2004 LPP 0407 • • • EXHIBIT 17-F Chapter 17 • Final Report of Utilization of Disadvantaged Businesses Project Completion • Form CP-CEM 2402(F)(Rev.08/04) FINAL REPORT-UTILIZATION OF DISADVANTAGED BUSINESS • ENTERPRISES(DBE),FIRST-TIER SUBCONTRACTORS(FEDERALLY FUNDED PROJECTS) • The form requires specific information regarding the construction project: Contract Number, County,Route,Post Miles,a box to check that the project is indeed a Federal Aid Project,the Administering Agency,the Contract • Completion Date and the Estimated Contract Amount. It requires the Prime Contractor's name and Business Address. • The focus of the form is to describe who did what by contract item numbers and descriptions,asking for specific dollar values of item work completed broken down by subcontractors who performed the work,both DBE and non-DBE work • forces. DBE prime contractors are required to show the date of work performed by their own forces along with the • corresponding dollar value of work. • The form has a column to enter the Contract Item No(or Item No's) and Description of work performed or Materials provided,as well as a column for the Subcontractor's Name and Business Address. For firms who are DBE,there is a • column to enter their DBE Certification No. The DBE should provide their Certification Number to the Contractor and • notify the Contractor in writing with the date of the decertification if their status should change during the course of the project. The form has five columns for the dollar value to be entered for the item work performed by the subcontractor. • The Non-DBE Column is used to enter the dollar value of work performed for firms who are not certified DBE. • The decision of which column to be used for entering the DBE dollar value is based on what Program(s)the fine is Certified.This Program status is determined by the Civil Rights Certification Unit based on ethnicity,gender, • ownership and control issues at time of certification. The certified firm is issued a certificate by the Civil Rights Unit • that states their program status as well as the firms Expiration Date.DBE Program status may be obtained by accessing the Civil Rights website(www.dot.ca.gov/hq/bel2 and downloading the Calcert Extract or by calling(916)227 2207. • Based on this DBE Program status, the following table depicts which column to be used: • DBE Program Status Column to be used • If program status shows DBE only with no DBE other programs listed • If program status shows DBE SMBE DBE Minority • If program status shows DBE, SMBE, SWBE DBE- Minori Women • If program status shows DBE, SWBE DBE(Non-MinorityWomen • If a contractor performing work as a DBE on the project becomes decertified, and still performs work after their decertification date, enter the total dollar value performed by this contractor on Form 2402(F)under the appropriate • DBE Program Status(include all work performed after decertification) and complete and submit Form CEM-2403(F)as • appropriate. Any comments to be made on the Form 2402(F) are to be explained on the reverse side of the Form. Indicate in the Comment section that Form CEM 2403(F) is being submitted. If a contractor performing work as a Non-DBE on the project becomes certified as a DBE enter the dollar value of all work performed as a DBE on CEM-2402(F)and CEM-2403(F). Any comments to be made on the Form 2402(F) are to • be explained on the reverse side of the Form. Indicate in the Comment section that Form CEM 2403(F) is being • submitted. • There is a space provided on the CEM-2402(F)where the TOTAL is entered for these five columns. • There is a column on the CEM-2402(F)to enter the Date Work Complete as well as a column to enter the Date of Final • Payment,which is an indicator of when the Prime Contractor made the "final payment"to the subcontractor for the portion of work listed as being completed. The Original DBE Commitment area on the CEM-2402(F)is based on information at Award time of the project and is the total dollar value of those subcontractors listed at Award based on the above table. • The CEM-2402(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. • Page 17-22 • July 21,2006 F, LPP 06-03 • • • . Local Assistance Procedures Manual EXHIBIT 12-E • PS&E Checklist Instructions Attachment M • 5-1.— BUY AMERICA REQUIREMENTS. --Attention is directed to the"Buy America"requirements of the . Title 23 United States Code, Section 313 and the regulations adopted pursuant thereto. In accordance with said . law and regulations,all manufacturing processes for steel and iron materials furnished for incorporation into the work on this project shall occur in the United States; with the exception that pig iron and processed,pelletized and reduced iron ore manufactured outside of the United States may be used in the domestic manufacturing process • for such steel and iron materials.The application of coatings, such as epoxy coating,galvanizing, painting, and any other coating that protects or enhances the value of such steel or iron materials shall be considered a manufacturing process subject to the"Buy America"requirements. A Certificate of Compliance, conforming to the provisions in Section 6-1.07,Certificates of Compliance, of the . Standard Specifications,shall be furnished for steel and iron materials.The certificates, in addition to certifying that the materials comply with the specifications, shall also specifically certify that all manufacturing processes 0 for the materials occurred in the United States,except for the exceptions allowed herein. The requirements • imposed by said law and regulations do not prevent a minimal use of foreign steel and iron materials if the total combined cost of such materials used does not exceed one-tenth of one percent(0.1%)of the total contract cost or • $2,500, whichever is greater.The Contractor shall furnish the Engineer acceptable documentation of the quantity • and value of any foreign steel and iron prior to incorporating such materials into the work. • • • • • • • • • • • • • • • • • • • • • 0 • • • Page 12-105 • LPP 08-04 F� q"� December 31,2008 • • • Page 1 of 23 • General Decision Number: CA080035 01/01/2010 CA35 • Superseded General Decision Number: CA20070035 • • State: California • Construction Types: Building, Heavy (Heavy and Dredging) and • Highway • County: Orange County in California. • • BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not include hopper dredge work) ; HEAVY CONSTRUCTION PROJECTS (does . not include water well drilling) ; HIGHWAY CONSTRUCTION PROJECTS i • • Modification Number Publication Date 0 02/08/2008 • A 02/15/2008 • 2 02/22/2008 3 02/29/2008 • 4 03/07/2008 • 5 03/28/2008 6 04/04/2008 • 7 05/09/2006 . 8 06/20/2008 9 07/04/2008 . 10 07/11/2008 _ 11 08/01/2008 • 12 08/15/2008 13 08/29/2008 14 09/12/2008 . 15 10/03/2008 • 16 12/05/2008 17 01/02/2009 • 18 02/06/2009 19 02/27/2009 • 20 03/06/2009 • 21 04/17/2009 22 05/01/2009 • 23 06/05/2009 • 24 07/03/2009 25 07/10/2009 • 26 07/31/2009 27 08/14/2009 • 28 08/21/2009 29 08/28/2009 30 09/04/2009 • 31 10/09/2009 • 32 10/16/2009 33 11/13/2009 34 11/20/2009 • 35 12/04/2009 36 01/01/2010 • ASBE0005-002 08/07/2007 • Rates Fringes • Asbestos Workers/Insulator (Includes the application of • all insulating materials, file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm r _ 1, j 1/4/2010 • • Page 2 of 23 . protective coverings, • coatings, and finishes to all types of mechanical systems) . . . . .$ 37.01 10.84 • Fire Stop Technician • (Application of Firestopping Materials for wall openings • and penetrations in walls, • floors, ceilings and curtain walls) . . . . . . . . . . . . . . . . . . . . . . . . . . .$ 20.76 10 .23 • ------------- ---' -------- ASBE0005-004 08/07/2006 • • Rates Fringes . Asbestos Removal worker/hazardous material • handler (Includes • preparation, wetting, stripping, removal, • scrapping, vacuuming, bagging • and disposing of all insulation materials from . mechanical systems, whether • they contain asbestos or not) . . . .$ 19.55 6.38 ------------------------------------- • BRCA0004-010 05/01/2009 • Rates Fringes • BRICKLAYER; MARBLE SETTER. . . . . . . .$ 34 .55 11.56 • ------------------------- ----------- • BRCA0018-004 06/01/2008 • Rates - Fringes • MARBLE FINISHER. . . . . . . . . . . . . . . . . .$ 25.52 9.08 • TILE FINISHER. . . . . . . . . . . . . . . . . . . .$ 21.07 7.88 TILE LAYER. . . . . . . . . . . . . . . . . . . . . . .$ 32.05 11.99 • --------------------------------------------------------- ERCA0018-010 09/01/2009 • Rates Fringes • TERRAZZO FINISHER. . . . . . . . . . . . . . . .$ 26.59 9.62 • TERRAZZO WORKER/SETTER. . . . . . . . . . .$ 33 .63 10.46 ________________________________________ • CARP0409-001 07/01/2009 • Rates Fringes • CARPENTER • (1) Carpenter, Cabinet • Installer, Insulation Installer, Hardwood Floor • Worker and acoustical • installer. . . . . . . . . . . . . . . . . . .$ 37.35 10.58 (2) Millwright. . . . . . . . . . . . . .$ 37.85 10.58 • (3) Piledriver/Derrick • Bargeman, Bridge or Dock Carpenter, Heavy Framer, • Rock Bargeman or Scowman, Rockslinger, Shingler • (Commercial) . . . . . . . . . . . . . . . .$ 37.48 10.58 • • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 . Page 3 of 23 • (4) Pneumatic Nailer, • Power Stapler. . . . . . . . . . . . . . .$ 37 .60 10.58 (5) Sawfiler. . . . . . . . . . . . . . .$ 37.44 10.58 • (6) Scaffold Builder. . . . . . .$ 28.55 10 .58 • (7) Table Power Saw Operator. . . . . . . . . . . . . . . . . . . .$ 37 .45 10.58 • FOOTNOTE: Work of forming in the construction of open cut • sewers or storm drains, on operations in which horizontal • lagging is used in conjunction with steel H-Beams driven or placed in pre- drilled holes, for that portion of a lagged . • trench against which concrete is poured, namely, as a • substitute for back forms (which work is performed by piledrivers) : $0.13 per hour additional. Certified Welder • - $1.00 per hour premium. ----------------------------------- ----- • CARP0409-005 07/01/2009 • Rates Fringes • • Drywall DRYWALL INSTALLER/LATHER. . . .$ 37.35 10.58 • STOCKER/SCRAPPER. . . . . . . . . . . .$ 10.00 6.67 ---------------------------------------------------------------- • ELECO011-002 07/27/2009 • COMMUNICATIONS AND SYSTEMS WORK • • Rates Fringes • Communications System • Installer. . . . . . . . . . . . . . . . . . .$ 26.83 3%+8.00 Technician. . . . . . . . . . . . . . . . . .$ 28.63 3%+8 .00 • SCOPE OF WORK: • Installation, testing, service and maintenance of systems • utilizing the transmission and/or transference of voice, sound, vision and digital for commercial, educational, • security and entertainment purposes for the following: TV • monitoring and surveillance, background-foreground music, intercom and telephone interconnect, inventory control •, systems, microwave transmission, multi-media, multiplex, nurse call systems, radio page, school intercom and sound, • burglar alarms, fire alarm (see last paragraph below) and • low voltage master clock systems in commercial buildings. Communication Systems that transmit or receive information • and/or control systems that are intrinsic to the above • listed systems; inclusion or exclusion of terminations and testings of conductors determined by their function; • excluding all other data systems or multiple systems which include control function or power supply; excluding • installation of raceway systems, conduit systems, line • voltage work, and energy management systems. Does not cover work performed at China Lake Naval Ordnance Test • Station. Fire alarm work shall be performed at the current • inside wireman total cost package. • ELEC0441-001 08/27/2009 • Rates Fringes • CABLE SPLICER. . . . . . . . . . . . . . . . . . . .$ 41.36 3%+11.90 • ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 39.54 3%+11.90 • file://C:\Doeuments and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • Page 4 of 23 • --- --- -------------------- ---- • * ELEC0441-003 11/30/2009 • COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent • Transportation Systems or CCTV highway systems) Rates Fringes • Communications System Installer. . . . . . . . . . . . . . . . . . .$ 27. 03 3%+8.60 • Technician. . . . . . . . . . . . . . . . . .$ 28.83 3°s+8.60 • SCOPE OF WORK The work covered shall include the • installation, testing, service and maintenance, of the following systems that utilize the transmission and/or • transference of voice, sound, vision and digital for • commercial, education, security and entertainment purposes for TV monitoring and surveillance, background foreground • music, intercom and telephone interconnect, inventory • control systems, microwave transmission, multi-media, multiplex, nurse call system, radio page, school intercom • and sound, burglar alarms and low voltage master clock • systems. • A. Communication systems that transmit or receive information and/or control systems that are intrinsic to the above • listed systems SCADA (Supervisory control/data acquisition • PCM (Pulse code modulation) Inventory control systems Digital data systems Broadband & baseband and carriers • Point of sale systems VSAT data systems Data communication • systems RF and remote control systems Fiber optic data systems • B. Sound and Voice Transmission/Transference Systems • Background-Foreground Music Intercom and Telephone • Interconnect Systems Sound and Musical Entertainment Systems Nurse Call Systems Radio Page Systems School • Intercom and Sound Systems Burglar Alarm Systems • Low-Voltage Master Clock Systems Multi-Media/Multiplex Systems Telephone Systems RF Systems and Antennas and Wave • Guide • C. *Fire Alarm Systems-installation, wire pulling and • testing. • D. Television and Video Systems Television Monitoring and • Surveillance Systems Video Security Systems Video Entertainment Systems Video Educational Systems CATV and • CCTV • E. Security Systems, Perimeter Security Systems, Vibration • Sensor Systems Sonar/Infrared Monitoring Equipment, Access Control Systems, • Card Access Systems • *Fire Alarm Systems • 1. Fire Alarms-In Raceways: Wire and cable pulling in • raceways performed at the current electrician wage rate and fringe benefits. Installation and termination of devices, . panels, startup, testing and programmming performed by the Technician. 2 . Fire Alarms-Open Wire Systems: installed by the Technician. • • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • • Page 5 of 23 • ---------------------------------------—----------------------- • ELEC0441-004 08/27/2009 • Rates Fringes • ELECTRICIAN (TRANSPORTATION • SYSTEMS, TRAFFIC SIGNALS & STREET LIGHTING) • Cable Splicer/Fiber Optic • Splicer. . . . . . . . . . . . . . . . . . . . .$ 40. 14 3%+11.90 Electrician. . . . . . . . . . . . . . . . .$ 39.54 3%+11.90 • Technician. . . . . . . . . . . . . . . . . .$ 29.66 3%+11.90 • SCOPE OF WORK: Electrical work on public streets, freeways, _ • toll-ways, etc, above or below ground. All work necessary • for the installation, renovation, repair or removal of Intelligent Transportation Systems, Video Surveilance • Systems (CCTV) , Street Lighting and and Traffic Signal work or systems whether underground or on bridges. Includes dusk to dawn lighting installations and ramps for access to . or egress from freeways, toll-ways, etc. Intelligent Transportation Systems shall include all systems • and components to control, monitor, and communicate with • pedestrian or vehicular traffic, included but not limited to: installation, modification, removal of all Fiber optic • Video System, Fiber Optic Data Systems, Direct interconnect and Communications systems, Microwave Data and Video • Systems, Infrared and Sonic Detection Systems, Solar Power • Systems, Highway Advisory Radio Systems, highway Weight and Motion Systems, etc. • Any and all work required to install and maintain any specialized or newly developed systems. All cutting, • fitting and bandaging of ducts, raceways, and conduits. • The cleaning, rodding and installation of "fish and pull pwires" . The excavation, setting, leveling and grouting of • precast .manholes, vaults, and pull boxes including ground . rods or grounding systems, rock necessary for leveling and drainagae as well as pouring of a concrete envelope if • needed. • JOURNEYMAN TRANSPORTATION ELECTRICIAN shall perform all tasks • necessary toinstall the complete transportation system. • JOURNEYMAN TECHNICIAN duties shall consist of: Distribution of material at job site, manual excavation and backfill, • installation of system conduits and raceways for electrical, telephone, cable television and comnmunication • systems. Pulling, terminating and splicing of traffic • signal and street lighting conductors and electrical systems including interconnect, dector loop, fiber optic • cable and video/data. ---------------------------------------------------------------- • ELEC1245-001 06/01/2009 Rates Fringes • LINE CONSTRUCTION (1) Lineman; Cable splicer. .$ 44.47 13.11 • (2) Equipment specialist • (operates crawler tractors, commercial motor vehicles, backhoes, • trenchers, cranes (50 tons and below) , overhead & • • file://C:\Documents and Settings\arauterkus\Desktov\CA35 dvb.htm. 1/4/2010 • • Page 6 of 23 • underground distribution • line equipment) . . . . . . . . . . .$ 35.52 12.07 (3) Groundman. . . . . . . . . . . . . . .$ 27 .17 11.82 • (4) Powderman. . . . . . . . . . . . . . .$ 39.71 12.23 • HOLIDAYS: New Year' s Day, M.L. King Day, Memorial Day, • Independence Day, Labor Day, Veterans Day, Thanksgiving Day and day after Thanksgiving, Christmas Day • ------------------------------------------------------- • * ELEV0018-001 01/01/2010 • Rates Fringes • ELEVATOR MECHANIC. . . . . . . . . . . . . . . .$ 45.33 20 .035 • FOOTNOTE: • PAID VACATION: Employer contributes 8% of regular hourly • rate as vacation pay credit for employees with more than 5 years of service, and 6% for 6 months to 5 years of service. • PAID HOLIDAYS: New Years Day, Memorial Day, Independence Day, Labor Day, Veterans Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day. • ------------- ------- ------------------------ • ENGI0012-003 07/01/2009 • Rates Fringes S POWER EQUIPMENT OPERATOR (All • Other Work) GROUP 1. . . . . . . . . . . . . . . . . . . .$ 36.83 17.22 • GROUP 2 . . . . . . . . . . . . . . . . . . . .$ 37.61 17.22 • GROUP 3 . . . . . . . . . . . . . . . . .$ 37.90 17.22 GROUP 4. . . . . . . . . . . . . . . . . .$ 39.39 17.22 . GROUP 5. . . . . . . . . . . . . . . . . . . .$ 40.49 17.22 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 39.61 17.22 • GROUP 7. . . . . . . . . . . . . . . . . . . .$ 40.71 17.22 • GROUP 8 . . . . . . . . . . . . . . . . . . . .$ 39.72 17.22 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 40.82 17.22 • GROUP 10 . . . . . . . . . . . . . . . . . . . .$ 39.84 17.22 GROUP 11. . . . . . . . . . . . . . . . . . . .$ 40. 94 17 .22 • GROUP 12. . . . . . . . . . . . . . . . . . . .$ 40.01 17.22 • GROUP 13 . . . . . . . . . . . . . . . . . . . .$ 40.11 17.22 GROUP 14. . . . . . . . . . . . . . . . . . . .$ 40.14 17.22 • GROUP 15. . . . . . . . . . . . . . . . . . . .$ 40.22 17.22 • GROUP 16. . . . . . . . . . . . . . . . . . . .$ 40.34 17.22 GROUP 17. . . . . . . . . . . . . . . . . . . .$ 40.51 17.22 • GROUP 18. . . . . . . . . . . . . . . . . . . .$ 40.61 17.22 • GROUP 19. . . . . . . . . . . .$ 40.72 17.22 GROUP 20. . . . . . . . . . . . . .. . . . .$ 40.84 17.22 • GROUP 21. . . . . . . . . . . . . . . . . . . .$ 41.01 17.22 • GROUP 22. . . . . . . . . . . . . . . . . . . .$ 41.11 17.22 GROUP 23 . . . . . . . . . . . . . . . . . . . .$ 41.22 17.22 • GROUP 24. . . . . . . . . . . . . . . . . . . .$ 41.34 17.22 GROUP 25. . . . . . . . . . . . . . . . . . . .$ 41.51 17.22 • POWER EQUIPMENT OPERATOR • ,(Cranes, Piledriving & Hoisting) • GROUP 1. . . . . . . . . . . . . . . . . . . .$ 38 .18 17.22 GROUP 2. . . . . . . . . . . . . . . . . . . .$ 38.96 17.22 • GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 39.25 17.22 • GROUP 4. . . . . . . . . . . . . . . . . . . .$ 39.39 17.22 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 39.61 17.22 • GROUP 6. . . . . . . . . . . . . . . . . . . .$ 39.72 17.22 • • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • Page 7 of 23 • GROUP 7 . . . . . . . . . . . . . . . . . . . .$ 39.84 17.22 • GROUP 8. . . . . . . . . . . . . . . . . . . .$ 40. 01 17.22 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 40.18 17.22 • GROUP 10. . . . . . . . . . . . . . . . . . . .$ 41.18 17.22 GROUP 11. . . . . . . . . . . . . . . . . . . .$ 42 .18 17.22 • GROUP 12 . . . . . . . . . . . . . . . . . . . .$ 43 .18 17.22 • GROUP 13 . . . . . . . . . . . . . . . . . . . .$ 44.18 17.22 POWER EQUIPMENT OPERATOR • (Tunnel Work) • GROUP 1. . . . . . . . . . . . . . . . . . . .$ 38.68 17.22 GROUP 2 . . . . . . . . . . . . . . . . . . . .$ 39.46 17.22 • GROUP 3 . . . . . . . . . . . . . . . . . . . .$ 39.75 17.22 • GROUP 4 _ _ . . . . . . . . . . . . _ _$ 39.89 17.22 GROUP 5. . . . . . . . . . . . . . . . . . . .$ 40.11 17.22 • GROUP 6. . . . . . . . . . . . . . . . . . . .$ 40.22 17.22 • GROUP 7. . . . . . . . . . . . . . . . . . . .$ 40.34 17 .22 • PREMIUM PAY: $3 .75 per hour shall be paid on all Power Equipment Operator • work on the followng Military Bases: China Lake Naval • Reserve, Vandenberg AFH, Point Arguello, Seely Naval Base, Fort Irwin, Nebo Annex Marine Base, Marine Corp Logistics • Base Yermo,' Edwards AFH, 29 Palms Marine Base and Camp • Pendleton • Workers required to suit up and work in a hazardous material environment: $2.00 per hour additional. Combination mixer • and compressor operator on gunite work shall be classified • as a concrete mobile mixer operator. • SEE ZONE DEFINITIONS AFTER CLASSIFICATIONS • POWER EQUIPMENT OPERATORS CLASSIFICATIONS • GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch • Witch, with seat or similar type equipment; Elevator • operator-inside; Engineer Oiler; Forklift operator (includes loed, lull or similar types under 5 tons; • Generator operator; Generator, pump or compressor plant operator; Pump operator; Signalman; Switchman • GROUP 2: Asphalt-rubber plant operator (nurse tank operator) ; Concrete mixer operator-skip type; Conveyor operator; • Fireman; Forklift operator (includes loed, lull or similar • types over 5 tons; Hydrostatic pump operator; oiler crusher (asphalt or concrete plant) ; Petromat laydown machine; PJU • side dum jack; Screening and conveyor machine operator (or • similar types) ; Skiploader (wheel type up to 3/4 yd. without attachment) ; Tar pot fireman; Temporary heating • plant operator; Trenching machine oiler • GROUP 3 : Asphalt-rubber: blend operator; Bobcat or similar • type (Skid steer) ; Equipment greaser (rack) ; Ford Ferguson (with dragtype attachments) ; Helicopter radioman (ground) ; • Stationary pipe wrapping and cleaning machine operator • GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or • similar type) ; Boring machine operator; Boxman or mixerman (asphalt or concrete) ; Chip spreading machine operator; • Concrete cleaning decontamination machine operator; • Concrete Pump Operator (small portable) ; Drilling machine operator, small auger types (Texoma super economatic or • similar types - Hughes 100 or 200 or similar types - • • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 Page 8 of 23 drilling depth of 30' maximum) ; Equipment greaser (grease • truck) ; Guard rail post driver operator; Highline cableway signalman; Horizontal Directional Drilling Machine; ! Hydra-hammer-aero stomper; Micro Tunneling (above ground • tunnel) ; Power concrete curing machine operator; Power concrete saw operator; Power-driven jumbo form setter • operator; Power sweeper operator; Rock Wheel Saw/Trencher; Roller operator (compacting) ; Screed operator (asphalt or concrete) ; Trenching machine operator (up to 6 ft. ) ; Vacuum • or much truck GROUP 5: Equipment Greaser (Grease Truck/Multi Shift) . GROUP 6: Articulating material hauler; Asphalt plant • engineer; Batch plant operator; Bit sharpener; Concrete joint machine operator (canal and similar type) ; Concrete planer operator; Dandy digger; Deck engine operator; • Derrickman (oilfield type) ; Drilling machine operator, bucket or auger types (Calweld 100 bucket or similar types • - Watson 1000 auger or similar types - Texoma 330, 500 or • 600 auger or similar types - drilling depth of 45' maximum) ; Drilling machine operator; Hydrographic seeder • machine operator (straw, pulp or seed) , Jackson track maintainer, or similar type; Kalamazoo Switch tamper, or similar type; Machine tool operator; Maginnis internal full • slab vibrator, Mechanical berm, curb or gutter(concrete or asphalt) ; Mechanical finisher operator (concrete, Clary-Johnson-Bidwell or similar) ; Micro tunnel system • (below ground) ; Pavement .breaker operator (truck mounted) ; Road oil mixing machine operator; Roller operator (asphalt • or finish) , rubber-tired earth moving equipment (single engine, up to and including 25 yds. struck) ; Self-propelled tar pipelining machine operator; Skiploader operator w (crawler and wheel type, over 3/4 yd. and up to and including 1-1/2 yds. ) ; Slip form pump operator (power driven hydraulic lifting device for concrete forms) ; • Tractor operator-bulldozer, tamper-scraper (single engine, up to 100 h.p. flywheel and similar types, up to and • including D-5 and similar types) ; Tugger hoist operator (1 drum) ; Ultra high pressure waterjet cutting tool system operator; Vacuum blasting machine operator • GROUP 7: Welder - General • GROUP 8 : Asphalt or concrete spreading operator (tamping or finishing) ; Asphalt paving machine operator (Barber Greene • or similar type) ; Asphalt-rubber distribution operator; • Backhoe operator (up to and including 3/4 yd. ) , small ford, Case or similar; Cast-in-place pipe laying machine • operator; Combination mixer and compressor operator (gunite work) ; Compactor operator (self-propelled) ; Concrete mixer operator (paving) ; Crushing plant operator; Drill Doctor; Drilling machine operator, Bucket or auger types (Calweld 150 bucket or similar types - Watson 1500, 2000 2500 auger • or similar types - Texoma 700, 800 auger or similar types - • drilling depth of 60 ' maximum) ; Elevating grader operator; Grade checker; Gradall operator; Grouting machine operator; Heavy-duty repairman; Heavy equipment robotics operator; Kalamazoo balliste regulator or similar type; Kolman belt loader and similar type; Le Tourneau blob compactor or . . similar type; Loader operator (Athey, Euclid, Sierra and similar types) ; Mobark Chipper or similar; Ozzie padder or • similar types; P.C. slot saw; Pneumatic concrete placing file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • • Page 9 of 23 • machine operator (Hackley-Presswell or similar type) ; • Pumperete gun operator; Rock Drill or similar types; Rotary drill operator (excluding caisson type) ; Rubber-tired • earth-moving equipment operator (single engine, caterpillar, Euclid, Athey Wagon and similar types with any • and all attachments over 25 yds. up to and including 50 cu. • yds. struck) ; Rubber-tired earth-moving equipment operator (multiple engine up to and including 25 yds. struck) ; • Rubber-tired scraper operator (self-loading paddle wheel • type-John Deere, 1040 and similar single unit) ; Self- propelled curb and gutter machine operator; Shuttle buggy; • Skiploader operator (crawler and wheel type over 1-1/2 yds. • up to and including 6-1/2 yds. ) ; Soil remediation plant operator; Surface heaters and planer operator; Tractor • compressor drill combination operator; Tractor operator (any type larger than D-5 - 100 flywheel h.p. and over, or • similar-bulldozer, tamper, scraper and push tractor single • engine) ; Tractor operator (boom attachments) , Traveling pipe wrapping, cleaning and bendng machine operator • Trenching machine operator (over 6 ft. depth capacity, • manufacturer's rating) ; trenching Machine with Road Miner attachment (over 6 ft depth capacity) : Ultra high pressure • waterjet cutting tool system mechanic; Water pull • (compaction) operator • GROUP 9: Heavy Duty Repairman • GROUP 10: Drilling machine operator, Bucket or auger types • (Calweld 200 B bucket or similar types-Watson 3000 or 5000 auger or similar types-Texoma 900 auger or similar • types-drilling depth of 105' maximum) ; Dual drum mixer, dynamic compactor LDC350 (or similar types) ; Monorail • locomotive operator (diesel, gas or electric) ; Motor • patrol-blade operator (single engine) ; Multiple engine tractor operator (Euclid and similar type-except Quad 9 • cat. ) ; Rubber-tired earth-moving equipment operator (single engine, over 50 yds. struck) ; Pneumatic pipe ramming tool and similar types; Prestressed wrapping machine operator; • Rubber-tired earth-moving equipment operator (single • engine, over 50 yds. struck) ; Rubber tired earth moving equipment operator (multiple engine, Euclid, caterpillar • and similar over 25 yds. and up to 50 yds. struck) , Tower crane repairman; Tractor loader operator (crawler and wheel • type over 6-1/2 yds. ) ; Woods mixer operator (and similar • Pugmill equipment) • GROUP 11: Heavy Duty Repairman - Welder Combination, Welder - • Certified. • GROUP 12 : Auto grader operator; Automatic slip form operator; Drilling machine operator, bucket or auger types (Calweld, • auger 200 CA or similar types - Watson, auger 6000 or • similar types - Hughes Super Duty, auger 200 or similar types - drilling depth of 175 ' maximum) ; Hoe ram or similar • with compressor; Mass excavator operator less tha 750 cu. • yards; Mechanical finishing machine operator; Mobile form traveler operator; Motor patrol operator (multi-engine) ; Pipe mobile machine operator; Rubber-tired earth- moving equipment operator (multiple engine, Euclid, Caterpillar • and similar type, over 50 cu. yds. struck) ; Rubber-tired • self- loading scraper operator (paddle-wheel-auger type self-loading - two (2) or more units) • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • • Page 10 of 23 • GROUP 13: Rubber-tired earth-moving equipment operator • operating equipment with push-pull system (single engine, up to and including 25 yds. struck) GROUP 14: Canal liner operator; Canal trimmer operator; Remote- control earth-moving equipment operator (operating • a second piece of equipment: $1.00 per hour additional) ; • Wheel excavator operator (over 750 cu. yds. ) • GROUP 15: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, • Caterpillar, Euclid, Athey Wagon and similar types with any . and all attachments over 25 yds. and up to and including 50 yds. struck) ; Rubber-tired earth-moving equipment operator, • operating equipment with push-pull system (multiple • engine-up to and including 25 yds. struck) • GROUP 16: Rubber-tired earth-moving equipment operator, operating equipment with push-pull system (single engine, • over 50 yds. struck) ; Rubber-tired earth-moving equipment • operator, operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 25 • yds. and up to 50 yds. struck) GROUP 17: Rubber-tired earth-moving equipment operator, • operating equipment with push-pull system (multiple engine, Euclid, Caterpillar and similar, over 50 cu. yds. struck) ; • Tandem tractor operator (operating crawler type tractors in • tandem - Quad 9 and similar type) • GROUP 18: Rubber-tired earth-moving equipment operator, • operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - • single engine, up to and including 25 yds. struck) GROUP 19: Rotex concrete belt operator (or similar types) ; • Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any • combination, excluding compaction units - single engine, • Caterpillar, Euclid, Athey Wagon and similar types with any and all attachments over 25 yds.and up to and including 50 . cu. yds, struck) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction • units - multiple engine, up to and including 25 yds. struck) . GROUP 20: Rubber-tired earth-moving equipment operator, • operating in tandem (scrapers, belly dumps and similar types in any combination, excluding compaction units - . single engine, over 50 yds. struck) ; Rubber-tired earth-moving equipment operator, operating in tandem (scrapers, belly dumps, and similar types in any • combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar, over 25 yds. and up to 50 • yds. struck) • GROUP 21: Rubber-tired earth-moving equipment operator, • operating in tandem (scrapers, belly dumps and similar • types in any combination, excluding compaction units - multiple engine, Euclid, Caterpillar and similar type, over • 50 cu. yds. struck) • GROUP 22: Rubber-tired earth-moving equipment operator, • file://C:\Docuraents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • Page 11 of 23 • operating equipment with the tandem push-pull system • (single engine, up to and including 25 yds. struck) • GROUP 23: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system • (single engine, Caterpillar, Euclid, Athey Wagon and • similar types with any and all attachments over 25 yds. and up to and including 50 yds. struck) ; Rubber-tired . earth-moving equipment operator, operating with the tandem • push-pull system (multiple engine, up to and including 25 yds. struck) • • GROUP 24: Rubber-tired earth-moving equipment operator, operating equipment with the tandem push-pull system • (single engine, over 50 yds. struck) ; Rubber-tired • earth-moving equipment operator, operating equipment with the tandem push-pull system (multiple engine, Euclid, • Caterpillar and similar, over 25 yds. and up to 50 yds. struck) • • GROUP 25: Concrete pump operator-truck mounted; Rubber-tired earth-moving equipment operator, operating equipment with • the tandem push-pull system (multiple engine, Euclid, • Caterpillar and similar type, over 50 cu. yds. struck) • CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS . GROUP 1: Engineer oiler; Fork lift operator (includes Toed, • lull or similar types) • GROUP 2 : Truck crane oiler • GROUP 3 : A-frame or winch truck operator; Ross carrier • operator (jobsite) GROUP 4: Bridge-type unloader and turntable operator; • Helicopter hoist operator • GROUP 5: Hydraulic boom truck; stinger crane (Austin-Western • or similar type) ; Tugger hoist operator (I drum) • GROUP 6: Bridge crane operator; Cretor crane operator; Hoist operator (Chicago boom and similar type) ; Lift mobile • operator; Lift slab machine operator (Vagtborg and similar • types) ; Material hoist and/or manlift operator; Polar gantry crane operator; Self Climbing scaffold (or similar • type) ; shovel, backhoe, dragline, clamshell operator (over • 3/4 yd. and up to 5 cu. yds. mrc) ; Tugger hoist operator • GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline, clamshell operator (over 5 cu. yds. mrc) ; Tower crane • repair; Tugger hoist operator (3 drum) • GROUP 8: Crane operator (up to and including 25 ton • capacity) ; Crawler transporter operator; Derrick barge • operator (up to and including 25 ton capacity) ; Hoist operator, stiff legs, Guy derrick or similar type (up to • and including 25 ton capacity) ; Shovel, backhoe, dragline, • clamshell operator (over 7 cu. yds. , M.R.C. ) • GROUP 9: Crane operator (over 25 tons and up to and including 50 tons mrc) ; Derrick barge operator (over 25 tons up to • and including 50 tons mrc) ; Highline cableway operator; • • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 Page 12 of 23 • Hoist operator, stiff legs, Guy derrick or similar type • (over 25 tons up to and including 50 tons mrc) ; K-crane operator; Polar crane operator; Self erecting tower crane • operator maximum lifting capacity ten tons GROUP 10: Crane operator (over 50 tons and up to and • including 100 tons mrc) ; Derrick barge operator (over 50 tons up to and including 100 tons mrc) ; Hoist operator, • stiff legs, Guy derrick or similar type (over 50 tons up to • and including 100 tons mrc) , Mobile tower crane operator (over 50 tons, up to and including 100 tons M.R.C. ) ; Tower • crane operator and tower gantry GROUP 11: Crane operator (over 100 tons and up to and • including 200 tons mrc) ; Derrick barge operator (over 100 tons up to and including 200 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 100 tons up • to and including 200 tons mrc) ; Mobile tower crane operator (over 100 tons up to and including 200 tons mrc) GROUP 12 : Crane operator (over 200 tons up to and including 300 tons mrc) ; Derrick barge operator (over 200 tons up to • and including 300 tons mrc) ; Hoist operator, stiff legs, Guy derrick or similar type (over 200 tons, up to and • including 300 tons mrc) ; Mobile tower crane operator (over • 200 tons, up to and including 300 tons mrc) • GROUP 13 : Crane operator (over 300 tons) ; Derrick barge • operator (over 300 tons) ; Helicopter pilot; Hoist operator, stiff legs, Guy derrick or similar type (over 300 tons) ; • Mobile tower crane operator (over 300 tons) • TUNNEL CLASSIFICATIONS • GROUP 1: Skiploader (wheel type up to 3/4 yd. without • attachment) GROUP 2 : Power-driven jumbo form setter operator • GROUP 3 : Dinkey locomotive or motorperson (up to and including 10 tons) • GROUP 4: Bit sharpener; Equipment greaser (grease truck) ; Slip form pump operator (power-driven hydraulic lifting • device for concrete forms) ; Tugger hoist operator (1 drum) ; Tunnel locomotive operator (over 10 and up to and including • 30 tons) GROUP 5: Backhoe operator (up to and including 3/4 yd. ) ; • Small Ford, Case or similar; Drill doctor; Grouting machine operator; Heading shield operator; Heavy-duty repairperson; Loader operator (Athey, Euclid, Sierra and similar types) ; • Mucking machine operator (1/4 yd. , rubber-tired, rail or track type) ; Pneumatic concrete placing machine operator • (Hackley-Presswell or similar type) ; Pneumatic heading Shield (tunnel) ; Pumperete gun operator; Tractor compressor drill combination operator; Tugger hoist operator (2 drum) ; . Tunnel locomotive operator (over 30 tons) GROUP 6: Heavy Duty Repairman • GROUP 7 : Tunnel mole boring machine operator fileWCADocuments and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 Page 13 of 23 ENGINEERS ZONES • $1.00 additional per hour for all of IMPERIAL County and the • portions of KERN, RIVERSIDE & SAN BERNARDINO Counties as • defined below: • That area within the following Boundary: Begin in San Bernardino County, approximately 3 miles NE of the intersection • of I-15 and the California State line at that point which is • the NW corner of Section 1, T17N,m R14E, San Bernardino Meridian. Continue W in a straight line to that point which is • the SW corner of the NW iZ% of Section 6, T27S, R42E, Mt. Diablo • Meridian. Continue North to the intersection with the Inyo County Boundary at that point which is the NE corner of the W iz% • of the N i,'% of Section 6, T25S, R42E, MDM. Continue W along the Inyo and San Bernardino County boundary until the intersection • with Kern County, as that point which is the SE corner of • Section 34, T24S, R40E, MDM. Continue W along the Inyo and Kern County boundary until the intersection with Tulare County, • at that point which is the SW corner of the SE iz% of Section 32, T24S, R37E, MDM. Continue W along the Kern and Tulare County • boundary, until that point which is the NW corner of T25S, • R32E, MDM. Continue S following R32E lines to the NW corner of • T31S, R32E, MDM. Continue W to the NW corner of T31S, R31E, MDM. Continue S to the SW corner of T32S, R31E, MDM. Continue • W to SW corner of SE ie% of Section 34, T32S, R30E, MDM. Continue S to SW corner of T11N, R17W, SBM. Continue E along • south boundary of T11N, SBM to SW corner of T11N, R7W, SBM. • Continue S to SW corner of T9N, R7W, SBM. Continue E along south boundary of T9N, SBM to SW corner of T9N, R1E, SBM. • Continue S along west boundary of R1E, SMB to Riverside County • line at the SW corner of T1S, RIE, SBM. Continue E along south boundary of T1s, SBM (Riverside County Line) to SW corner of . T1S, R10E, SBM. Continue S along west boundary of R10E, SBM to Imperial County line at the SW corner of T8S, R10E, SBM. • Continue W along Imperial and Riverside county line to NW • corner of T9S, R9E, SBM. Continue S along the boundary between Imperial and San Diego Counties, along the west edge of R9E, • SBM to the south boundary of Imperial County/California state line. Follow the California state line west to Arizona state • line, then north to Nevada state line, then continuing NW back • to start at the point which is the NW corner of Section 1, • T17N, R14E, SBM • $1.00 additional per hour for portions of SAN LUIS OBISPO, KERN, SANTA BARBARA & VENTURA as defined below: • • That area within the following Boundary: Begin approximately 5 miles north of the community of Cholame, on the Monterey County • and San Luis Obispo County boundary at the NW corner of T25S, • R16E, Mt. Diablo Meridian. Continue south along the west side of R16E to the SW corner of T30S, R16E, MDM. Continue E to SW • corner of T30S, R17E, MDM. Continue S to SW corner of T31S, R17E, MDM. Continue E to SW corner of T31S, R18E, MDM. • Continue S along West side of R18E, MDM as it crosses into San • Bernardino Meridian numbering area and becomes R30W. Follow the west side of R30W, SBM to the SW corner of T9N, R30W, SBM. • Continue E along the south edge of T9N, SBM to the Santa • Barbara County and Ventura County boundary at that point whch is the SW corner of Section 34.T9N, R24W, SBM, continue S along • the Ventura County line to that point which is the SW corner of the SE !ZM of Section 32, T7N, R24W, SBM. Continue E along the • south edge of T7N, SBM to the SE corner to T7N, R21W, SBM. • • file://C:\Documents and Settings\arauterkus\Desktou\CA35 dvb.htm 1/4/2010 • • Page 14 of 23 • Continue N along East side of R21W, SBM to Ventura County and • Kern County boundary at the NE corner of T8N, R21W. Continue W along the Ventura County and Kern County boundary to the SE • corner of T9N, R21W. Continue North along the East edge of • R21W, SBM .to the NE corner of T12N, R21W, SBM. Continue West along the north edge of T12N, SBM to the SE corner of T32S, • R21E, MDM. [T12N SBM is a think strip between T11N SSM and T32S MDM) . Continue North along the East side of R21E, MDM to the • Kings County and Kern County border at the NE corner of T25S, • R21E, MDM, continue West along the Kings County and Kern County Boundary until the intersection of San Luis Obispo County. • Continue west along the Kings County and San Luis Obispo County boundary until the intersection with Monterey County. Continue West along the Monterey County and San Luis Obispo County • boundary to the beginning point at the NW corner of T25S, R16E, MDM. • • $2.00 additional per hour for INYO and MONO Counties and the • Northern portion of SAN BERNARDINO County as defined below: • That area within the following Boundary: Begin at the . intersection of the northern boundary of Mono County and the - . California state line at the point which is the center of Section 17, T10N, R22E, Mt. Diablo Meridian. Continue S then • SE along the entire western boundary of Mono County, until it reaches Inyo County at the point which is the NE corner of the • W ij.% of the NW lz'6 of Section 2, TSS, R29E, MDM. Continue SSE • along the entire western boundary of Inyo County, until the intersection with Kern County at the point which is the SW • corner of the SE i8% of Section 32, T24S, R37E, MDM. Continue E • along the Inyo and Kern County boundary until the intersection with San Bernardino County at that point which is the SE corner • of section 34, T24S, R40E, MDM. Continue E along the Inyo and San Bernardino County boundary until the point which is the NE • corner of the W !Z% of the NW !Z% of Section 6, T25S, R42E, MDM. • Continue S to that point which is the SW corner of the NW i�34 of Section 6, T27S, R42E, MDM. Continue E in a straight line to • the California and Nevada state border at the point which is • the NW corner of Section 1, T17N, R14E, San Bernardino Meridian. Then continue NW along the state line to the • starting point, which is the center of Section 18, TION, R22E, MDM. • • REMAINING AREA NOT DEFINED ABOVE RECIEVES BASE RATE • "'---_--- . ENGIO012-004 08/01/2009 • Rates Fringes • POWER EQUIPMENT OPERATOR • (DREDGING) (1) Leverman. . . . . . . . . . . . . . . .$ 44.83 17.22 • (2) Dredge dozer. . . . . . . . . . . .$ 40.36 17.22 • (3) Deckmate. . . . . . . . . . . . . . . .$ 40.25 17.22 (4) Winch operator (stern • winch on dredge) . . . . . . . . . . . .$ 39.70 17.22 • (5) Fireman-Oiler, Deckhand, Bargeman, • Leveehand. . . . . . . . . . . . . . . . . . .$ 39.16 17.22 • ----- (6) Barge Mate. . . . . . . . . . . . . .$ 39.77 17.22 ________________________________________________________ • • file://C:\Documents and Settings\arauterkus\Desktop\CA35 dvb.htm 1/4/2010 • Page 15 of 23 • IRON0002-004 07/01/2009 Rates Fringes • Ironworkers: - Fence Erector. . . . . . . . . . . . . . .$ 26.58 15.24 • Ornamental, Reinforcing and Structural. . . . . . . . . . . . . .$ 33.00 23 .71 • • PREMIUM PAY: • $6.00 additional per hour at the following locations: China Lake Naval Test Station, Chocolate Mountains Naval • Reserve-Niland, Edwards AFB, Fort Irwin Military Station, Fort Irwin Training Center-Goldstone, San Clemente Island, San Nicholas Island, . Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB $4. 00 additional per hour at the following locations: • Army Defense Language Institute - Monterey, Fallon Air Base, Naval Post Graduate School - Monterey, Yermo Marine Corps • Logistics Center • $2.00 additional per hour at the following locations: . Port Hueneme, Pott Mugu, U.S. Coast Guard Station - Two Rock • --"---------------------________________--____-_ • LAB00300-001 07/01/2008 • Rates Fringes • Brick Tender. . . . . . . . . . . . . . . . . . . . .$ 27.17 13 .75 _ -2-2-/-2-2_-2-0-0-9___________________________ __ • LAB00300-003 07/01/2009 Rates Fringes • LABORER (GUNITE) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 29.79 17.62 • GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 28.84 17.62 • GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 25.30 17.62 LABORER (TUNNEL) GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 31.24 15.04 • GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 31.56 15.04 GROUP 3. . . . . . . . . . . . . . . . . . . . .$ 32.02 15.04 • GROUP 4 . . . . . . . . . . . . . . . . . . . . .$ 32 .71 15.04 LABORER • GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 26.33 14 .75 • GROUP 2. . . . . . . . . . . . . . . . . . . . .$ 26.88 14 .75 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 27.43 14.75 • GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 28.98 14.75 • GROUP 5. . . . . . . . . . . . . . . . . . . . .$ 29.33 14.75 . FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a Bosn'n's Chair or suspended from a rope or cable shall . receive 40 cents per hour above the foregoing applicable • classification rates. Workers doing gunite and/or shotcrete work in a tunnel shall receive 35 cents per hour • above the foregoing applicable classification rates, paid • file://C:\Documents and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 • Page 16 of 23 • on a portal-to-portal basis. Any work performed on, in or above any smoke stack, silo, storage elevator or similar type of structure, when such structure is in excess of • 75' -0" above base level and which work must be performed in • whole or in part more than 75 ' -0" above base level, that work performed above the 75 ' -0" level shall be compensated • for at 35 cents per hour above the applicable classification wage rate. • LABORER CLASSIFICATIONS . GROUP 1: Cleaning and handling of panel forms; Concrete • screeding for rough strike-off; Concrete, water curing; Demolition laborer, the cleaning of brick if performed by a • wor ker performing any other phase of demolition work, and the cleaning of lumber; Fire watcher, limber, brush loader, piler and debris handler; Flag person; Gas, oil and/or . water pipeline laborer; Laborer, asphalt-rubber material loader; Laborer, general or construction; Laborer, general • clean-up; Laborer, landscaping; Laborer, jetting; Laborer, • temporary water and air lines; Material hose operator (walls, slabs, floors and decks) ; Plugging, filling of shee • bolt holes; Dry packing of concrete; Railroad maintenance, repair track person and road beds; Streetcar and railroad • construction track laborers; Rigging and signaling; Scaler; • Slip form raiser; Tar and mortar; Tool crib or tool house laborer; Traffic control by any method; Window cleaner; • Wire mesh pulling - all concrete pouring operations • GROUP 2 : Asphalt shoveler; Cement dumper -(on 1 yd. or larger . mixer and handling bulk cement) ; Cesspool digger and installer; Chucktender; Chute handler, pouring concrete, the handling of the chute from readymix trucks, such as • walls, slabs, decks, floors, foundation, footings, curbs, gutters and sidewalks; Concrete curer, impervious membrane • and form oiler; Cutting torch operator (demolition) ; Fine • grader, highways and street paving, airport, runways and similar type heavy construction; Gas, oil and/or water • pipeline wrapper - pot tender and form person; Guinea • chaser; Headerboard person - asphalt; Laborer, packing rod steel and pans; Membrane vapor barrier installer; Power • broom sweeper (small) ; Riprap stonepaver, placing stone or wet sacked concrete; Roto scraper and tiller; Sandblaster • (pot tender) ; Septic tank digger and installer(lead) ; Tank • scaler and cleaner; Tree climber, faller, chain saw operator, Pittsburgh chipper and similar type brush - • shredder; Underground laborer, including caisson bellower GROUP 3 : Buggymobile person; Concrete cutting torch; Concrete • pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or longer; Dri-pak-it machine; Gas, oil and/or water pipeline wrapper, 6-in. pipe and over, by any method, inside and • out; High scaler (including drilling of same) ; Hydro seeder and similar type; Impact wrench multi-plate; Kettle person, • pot person and workers applying asphalt, lay-kold, • creosote, lime caustic and similar type materials ("applying" means applying, dipping, brushing or handling • of such materials for pipe wrapping and waterproofing) ; Operator of pneumatic, gas, electric tools, vibrating machine, pavement breaker, air blasting, come-alongs, and • similar mechanical tools not separately classified herein; Pipelayer's backup person, coating, grouting, making of • joints, sealing, caulking, diapering and including rubber • file:/ ADocuments and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 • • Page 17 of 23 • gasket joints, pointing and any and all other services; • Rock slinger; Rotary scarifier or multiple head concrete chipping scarifier; Steel headerboard and guideline setter; • Tamper, Barko, Wacker and similar type; Trenching machine, . hand-propelled • GROUP 4 : Asphalt raker, lute person, ironer, asphalt dump person, and asphalt spreader boxes (all types) ; Concrete • core cutter (walls, floors or ceilings) , grinder or sander; • Concrete saw person, cutting walls or flat work, scoring old or new concrete; Cribber, shorer, lagging, sheeting and • trench bracing, hand-guided lagging hammer; Head rock • slinger; Laborer, asphalt- rubber distributor boot person; Laser beam in connection with laborers, work; Oversize • concrete vibrator operator, 70 lbs. and over; Pipelayer performing all services in the laying and installation of • pipe from the point of receiving pipe in the ditch until • completion of operation, including any and all forms of tubular material, whether pipe, metallic or non-metallic, • conduit and any other stationary type of tubular device • used for the conveying of any substance or element, whether water, sewage, solid gas, air, or other product whatsoever • and without regard to the nature of material from which the tubular material is fabricated; No-joint pipe and stripping • of same; Prefabricated manhole installer; Sandblaster • (nozzle person) , water blasting, Porta Shot-Blast • GROUP 5: Blaster powder, all work of loading holes, placing . and blasting of all powder and explosives of whatever type, regardless of method used for such loading and placing; • Driller: All power drills, excluding jackhammer, whether core, diamond, wagon, track, multiple unit, and any and all • other types of mechanical drills without regard to the form of motive power; Toxic waste removal • TUNNEL LABORER CLASSIFICATIONS - • GROUP 1: Batch plant laborer; Bull gang mucker, track person; • Changehouse person; Concrete crew, including rodder and spreader; Dump person; Dump person (outside) ; Swamper • (brake person and switch person on tunnel work) ; Tunnel • materials handling person • GROUP 2: Chucktender, cabletender; Loading and unloading . agitator cars; Nipper; Pot tender, using mastic or other materials (for example, but not by way of limitation, • shotcrete, etc. ) ; Vibrator person, jack hammer, pneumatic • tools (except driller) • GROUP 3 : Blaster, driller, powder person; Chemical grout jet person; Cherry picker person; Grout gun person; Grout mixer person; Grout pump person; Jackleg miner; Jumbo person; • Kemper and other pneumatic concrete placer operator; Miner, tunnel (hand or machine) ; Nozzle person; Operating of • troweling and/or grouting machines; Powder person (primer house) ; Primer person; Sandblaster; Shotcrete person; Steel • form raiser and setter; Timber person, retimber person, wood or steel; Tunnel Concrete finisher • GROUP 4 : Diamond driller; Sandblaster; Shaft and raise work • GUNITE LABORER CLASSIFICATIONS • file://C:\Documents and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 Page 18 of 23 • GROUP 1: Rodmen, Nozzlemen • GROUP 2: Gunmen GROUP 3 : Reboundmen • ------------------------------------------ LAB00300-005 08/05/2009 • • Rates Fringes • LABORER PLASTER CLEAN-UP LABORER. . . .$ 26.65 14 .10 PLASTER TENDER. . . . . . . . . . . . . .$ 29.20 14.70 • ------------------------------------------------------------ LAB00882-002 01/01/2009 • • Rates Fringes . Asbestos Removal Laborer. . . . . . . . .$ 26.15 13.25 • SCOPE OF WORK: Includes site mobilization, initial site cleanup, site preparation, removal of asbestos-containing material and toxic waste, encapsulation, enclosure and disposal of asbestos- containing materials and toxic waste • by hand or with equipment or machinery; scaffolding, fabrication of temporary wooden barriers and assembly of . decontamination stations. ----- ---------- ------------------------------- LABO1184-001 07/01/2009 • Rates Fringes • Laborers: (HORIZONTAL DIRECTIONAL DRILLING) • (1) Drilling Crew Laborer. . .$ 27.05 10.40 • (2) Vehicle Operator/Hauler.$ 27.22 10.40 (3) Horizontal Directional • Drill Operator. . . . . . . . . . . . . .$ 29.07 10.40 • (4) Electronic Tracking Locator. . . . . . . . . . . . . . . . . . . . .$ 31.07 10.40 . Laborers: (STRIPING/SLURRY SEAL) • GROUP 1. . . . . . . . . . . . . . . . . . . . .$ 28.50 13 .56 • GROUP 2 . . . . . . . . . . . . . . . . . . . . .$ 29.80 13 .56 GROUP 3 . . . . . . . . . . . . . . . . . . . . .$ 31.81 13 .56 • GROUP 4. . . . . . . . . . . . . . . . . . . . .$ 33 .55 13 .56 LABORERS - STRIPING CLASSIFICATIONS • GROUP 1: Protective coating, pavement sealing, including repair and filling of cracks by any method on any surface . in parking lots, game courts and playgrounds; carstops; operation of all related machinery and equipment; equipment • repair technician GROUP 2: Traffic surface abrasive blaster; pot tender - . removal of all traffic lines and markings by any method (sandblasting, waterblasting, grinding, etc. ) and preparation of surface for coatings. Traffic control person: controlling and directing traffic through both conventional and moving lane closures; operation of all • related machinery and equipment • fileMADocuments and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 Page 19 of 23 • GROUP 3 : Traffic delineating device applicator: Layout and application of pavement markers, delineating signs, rumble • and traffic bars, adhesives, guide markers, other traffic • delineating devices including traffic control. This category includes all traffic related surface preparation • (sandblasting, waterblasting, grinding) as part of the application process. Traffic protective delineating system • installer: removes, relocates, installs, permanently • affixed roadside and parking delineation barricades, fencing, cable anchor, guard rail, reference signs, • monument markers; operation of all related machinery and • equipment; power broom sweeper • GROUP 4 : Striper: layout and application of traffic stripes and markings; hot thermo plastic; tape traffic stripes and markings, including traffic control; operation of all • related machinery and equipment • PAIN0036-001 08/01/2009 Rates Fringes Painters: (Including Lead Abatement) • (1) Repaint. . . . . . . . . . . . . . . . .$ 26.05 9.01 (2) All Other Work. . . . . . . . . .$ 29.32 9.01 • REPAINT of any previously painted structure. Exceptions: work involving the aerospace industry, breweries, • commercial recreational facilities, hotels which operate commercial establishments as part of hotel service, and sports facilities. • -----—----- ------ -----------—-----—----- PAIN0036-008 10/07/2009 • • Rates Fringes • DRYWALL FINISHER/TAPER. . . . . . . . . . .$ 33 .22 11.79 ____________ -_____ ___________________________ PAIN0036-015 06/01/2009 • Rates Fringes • • GLAZIER. . . . . . . . . . . . . . . . . . . . . . . . . .$ 36. 90 16.73 FOOTNOTE: Additional $1.25 per hour for work in a condor, from the third (3rd) floor and up Additional $1.25 per hour for work on the outside of the building from a swing • stage or any suspended contrivance, from the ground up --------------------- --------------------------- • * PAIN1247-002 01/01/2010 • Rates Fringes i SOFT FLOOR LAYER. . . . . . . . . . . . . . . . .$ 30.85 10.54 ____________________________________ -______ • PLAS0200-009 08/05/2009 • Rates Fringes • PLASTERER. . . . . . . . . . . . . . . . . . . . . . . .$ 35.41 9.88 -----------_ ----------------------------------' - • • file://C:\Documents and Settings\arauterkus\Desktop\CA35_ dvb.htm 1/4/2010 Page 20 of 23 • PLAS0500-002 07/01/2007 • Rates Fringes CEMENT MASON/CONCRETE FINISHER. . .$-28.00 16.45 ________________________________ ___-__ • PLUM0016-001 07/01/2009 Rates Fringes • PLUMBER/PIPEFITTER • (1) Work on strip malls, • light commercial, tenant improvement and remodel • work. . . . . . . . . . . . . . . . . . . . . . . .$ 28.84 14 .47 (2) Work on new additions and remodeling of bars, • restaurant, stores and commercial buildings not • to exceed 5, 000 sq. ft. of • floor space. . . . . . . . . . . . . . . . .$ 35.97 15.86 (3) All other work. . . . . . . . . .$ 37.10 16.84 -----------------------------------------' ---- • PLUM0250-002 01/02/2006 • Rates Fringes • REFRIGERATION MECHANIC • Refrigeration Fitter. . . . . . . .$ 33 .30 13 .95 -----________________________ • PLUM0345-001 07/01/2009 Rates Fringes • PLUMBER • Landscape/Irrigation Fitter.$ 26.70 13 .84 • Sewer & Storm Drain Work. . . .$ 25.18 -15.67 -----___-----_-----_---------___ __________ • ROOF0036-002 08/01/2008 Rates Fringes ROOFER. . . . . . . . . . . . . . . . . . . . . . . . . . .$ 29.57 11.22 • FOOTNOTE: Pitch premium: Work on which employees are exposed to pitch fumes or required to handle pitch, pitch base or • pitch impregnated products, or any material containing coal tar pitch, the entire roofing crew shall receive $1.75 per hour "pitch premium" pay. ------------------- ------ ------- • SFCA0669-008 01/01/2009 • DOES NOT INCLUDE SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF ORANGE COUNTY WITHIN 25 MILES OF THE CITY • LIMITS OF LOS ANGELES: • Rates Fringes SPRINKLER FITTER. . . . . . . . . . . . . . . . .$ 32.85 16.05 • -- --' ---' ------ SFCA0709-003 01/01/2009 • file://CADocuments and Settings\arauterkus\Desktop\CA35_dvb.htrn 1/4/2010 • • Page 21 of 23 SAN CLEMENTE ISLAND, THE CITY OF SANTA ANA, AND THAT PART OF • ORANGE COUNTY WITHIN 25 MILES BEYOND THE CITY LIMITS OF LOS ANGELES: • • Rates Fringes • SPRINKLER FITTER (Fire) . . . . . . . . . .$ 38.08 19.75 • ---------------------------------------------------------------- • SHEE0105-003 07/01/2009 • LOS ANGELES (South of a straight line drawn between Gorman and • Big Pines)and Catalina Island, INYO, KERN (Northeast part, East of Hwy 395) , MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES • • Rates Fringes • SHEET METAL WORKER • (1) Commercial - New • Construction and Remodel work. . . . . . . . . . . . . . . . . . . . . . . .$ 39.66 16.78 (2) Industrial work including air pollution • control systems, noise • abatement, hand rails, guard rails, excluding - • aritechtural sheet metal work, excluding A-C, • heating, ventilating • systems for human comfort. . .$ 34.29 22.35 ------------------------------------------- • TEAM0011-002 07/01/2008 Rates Fringes • TRUCK DRIVER GROUP 1. . . . . . . . . . . . . . . . . . . .$ 26.44 18.24 • GROUP 2. . . . . . . . . . . . . . . . . . . .$ 26.59 18.24 GROUP• 3 . . . . . . . . . . . .$ 26.72 18.24. . . . . . . GROUP 4. . . . . . . . . . . . . . . . . . . .$ 26.91 18.24 • GROUP 5. . . . . . . . . . . . . . . . . . . .$ 26. 94 18.24 GROUP 6. . . . . . . . . . . . . . . . . . . .$ 26.97 18.24 • GROUP 7. . . . . . . . . . . . . . . . . . . .$ 27.22 18.24 • GROUP 8. . . . . . . . . . . . . . . . . . . .$ 27.47 18.24 GROUP 9. . . . . . . . . . . . . . . . . . . .$ 27.67 18.24 • GROUP 10. . . . . . . . . . . . . . . . . . . .$ 27.97 18.24 • GROUP 11. . . . . . . . . . . . . . . . . . . .$ 28.47 18.24 GROUP 12 . . . . . . . . . . . .$ 28.90 18.24 • WORK ON ALL MILITARY BASES: • PREMIUM PAY: $3 .00 per hour additional. • [29 palms Marine Base, Camp Roberts, China Lake, Edwards AFB, E1 Centro Naval Facility, Fort Irwin, George AFB, Marine • Corps Logistics Base at Nebo & Yermo, Mountain Warfare Training Center, Bridgeport, Point Arguello, Point • Conception, Vandenberg AFB] • • TRUCK DRIVERS CLASSIFICATIONS • GROUP 1: Truck driver • file://C:\Documents and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 • • Page 22 of 23 • • GROUP 2: Driver of vehicle or combination of vehicles - 2 axles; Traffic control pilot car excluding moving heavy • equipment permit load; Truck mounted broom • GROUP 3 : Driver of vehicle or combination of vehicles - 3 • axles; Boot person; Cement mason distribution truck; Fuel truck driver; Water truck - 2 axle; Dump truck, less than • 16 yds. water level; Erosion control driver • GROUP 4: Driver of transit mix truck, under 3 yds. ; Dumperete • truck, less than 6-1/2 yds. water level • GROUP 5: Water truck, 3 or more axles; Truck greaser and tire • person ($0.50 additional for tire person) ; Pipeline and utility working truck driver, including winch truck and • plastic fusion, limited to pipeline and utility work; • Slurry truck driver • GROUP 6: Transit mix truck, 3 yds. or more; Dumperete truck, • 6-1/2 yds. water level and over; Vehicle or combination of vehicles - 4 or more axles; Oil spreader truck; Dump truck, • 16 yds. to 25 yds, water level • GROUP 7: A Frame, Swedish crane or similar; Forklift driver; • Ross carrier driver . GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck . repair person; Water pull - single engine; Welder GROUP 9: Truck repair person/welder; Low bed driver, 9 axles or over • • GROUP 10 : Dump truck - 50 yds. or more water level; Water pull - single engine with attachment • • GROUP 11: Water pull - twin engine; Water pull - twin engine with attachments; Winch truck driver - $1.25 additional • when operating winch or similar special attachments • GROUP 12: Boom Truck 17K and above • --------------------------------------------------------------- WELDERS - Receive rate prescribed for craft performing • operation-to-which-welding_is-incidental. ----------------------- Unlisted classifications needed for work not included within the scope of the classifications listed may be added after • award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii) ) . ---------------------------------------------------------------• • In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively • bargained wage and fringe benefit rates. Other designations • indicate unions whose rates have been determined to be • prevailing. • ------------------------—-------------------------—---------- WAGE DETERMINATION APPEALS PROCESS fileWCADocuments and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 • • Page 23 of 23 1. ) Has there been an initial decision in the matter? This can • be: • * an existing published wage determination • * a survey underlying a wage determination • * a Wage and Hour Division letter setting forth a position on a wage determination matter • * a conformance (additional classification and rate) ruling • On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted • because those Regional Offices have responsibility for the • Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2 . ) • and 3 . ) should be followed. • With regard to any other matter not yet ripe for the formal • process described here, initial contact should be with the • Branch of Construction Wage Determinations. Write to: • Branch of Construction Wage Determinations Wage and Hour Division • U.S. Department of Labor • 200 Constitution Avenue, N.W. Washington, DC 20210 2 . ) If the answer to the question in 1. ) is yes, then an interested party (those affected by the action) can request • review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7) . Write to: • • Wage and Hour Administrator U.S. Department of Labor • 200 Constitution Avenue, N.W. • Washington, DC 20210 • The request should be accompanied by a full statement of the interested party' s position and by any information (wage • payment data, project description, areapracticematerial, • etc. ) that the requestor considers relevant to the issue. • 3 . ) If the decision of the Administrator is not favorable, an • interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board) . Write to: • Administrative Review Board • U.S. Department of Labor • 200 Constitution Avenue, N.W. Washington, DC 20210 • • 4 . ) All decisions by the Administrative Review Board are final. • END OF GENERAL DECISION • • • • file://C:\Documents and Settings\arauterkus\Desktop\CA35_dvb.htm 1/4/2010 City of San Juan Capistrano N HILLSIDE TERRACE SPEED HUMPS FY 09-10 LEGEND SPEED HUMP H2OH�p�100R' a SPEED HUMP SIGN S���FR RF B 'BUMP" PAVEMENT c MARKING e �koR NOTE: SPEED HUMP MARKING PER CA MUTCD FIG. 313-29 OPTION C LINE UP WITH e PROPERTY LINE e CENTER MIDWAY BETWEEN DRIVEWAYS LINE UP WITH CENTER ON CENTER ON PROPERTY LINE BLDG. LINE ST. LIGHT 0 CLEAR WATER 6 &GAS VALVES LOCATE SIGN ON PROPERTY S LINE �O <FR�ocFo R, 9 so' PONS G`R m 9 m m m m 50 FT. TYPICAL ALL ROADWAY CENTER ON MARKINGS BLDG. LINE a.w..w..unwwwo. • • • • • • • APPENDIX IV • • • • • SPEED HUMPS ON LOS PAJAROS • • • • • i • • • • • • • • • • • • • • • • • • • • • A -4 • • ro H Paseo Acacia SPEED HUMP R Pasla SIGN: SPEED y Ams p HUMP AHEAD m V 0 c R 50 FT. TYPICAL ir 'B. ALL ROADWAY u MARKINGS 0 c � I v 90' 50' CA m LOS Palaros Q� via SPEED HUMP: SPEED HUMP CENTER ON MEDIAN SPEED HUMP SIGN PLACE AT CURB RETURN 2 FT. BACK OF CURB LEGEND SPEED HUMP Paseo Olivos SPEED HUMP SIGN B 'BUMP" PAVEMENT pa ereon0 MARKING City of San Juan Capistrano N NOTE: SPEED HUMP MARKING PER CA VIA LOS PAJAROS SPEED HUMPS MUTCD OPTION CG. 3B-29 FY 09-10 • • • APPENDIX V • • • • • • CAPE SEAL STREETS PLAN • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • A -5 • YJILDVdOoO LN CAPE SEAL STREETS Winter 2009 VILLAGE = SJC City Boundary PLIC OR S Y THE Sj "NRPA PU PR IMOID[8eNi MONARCH 08 October 20 DR N s � SILVER CREE "' v HIGHLAND DR W E DR HIGHLAND DR A ° REGENCY CT HILLSIDE s a TERRACE VANTAGE ry MISSION - _ CIR 1\J ROYALE ^ HILLS OR OR BRANDING VALLEY OUTPOST IRON RD RIM CIR V RD SILVER VIEWPOINT SPUR RD CIR HORSESHOE BEND Jumpom Sege RE OSO RD � R 0 CNANO CLE SAN i`� D IADOIMGUE LUIS NAPRANJ RANJA PA,SED ���NOGAL PAS SANTA CLARA CLE SAN TA LOS BIOS �p �A BARBARA ST L C� IF d e ALIPAZ D O� STREET a O C a a e c �F. SAN JUAN V CREEK RD Q Nro Del Arlon 1-41, D� 0 ,,BOB 1,000 4,000 Feel l u E FY2009/2010 CAPE SEAL STREET E THE C/TY OF SAN JUAN CAPISTRANO • • • • • • • • • APPENDIX VI • • • • BIKE TRAIL REHABILITATION LOCATIONS • • • I • • • • • • • • • • • • • • • • • • • • • • f}-6 • • • • • • • • Bike Trail Rehabilitation • Bike trail beside Rancho Viejo Road at the following areas: • • Via Escolar to Spotted Bull Lane (2,327ft x 1211. slurry seal with one spot 70' x 4' grind • and 1 %2" asphalt overlay) Spotted Bull Lane to Village Rd. (1,344ft x 12ft slurry seal and 320ft x 9ft. —grind and 1 • /2" asphalt overlay) • Trabuco Creek to Highland Dr. (14411 x 10ft slurry seal and 684ft x 10ft of 1 '/2"asphalt • overlay) Highland Dr. to Mission Hills Dr. (475ft x 10.5ft slurry seal) • Mission Hills Dr. to Junipero Serra Rd. (1015ft x 9.5ft slurry seal and 257 ft x 9.5ft of 1 • /2"asphalt overlay) • Junipero Serra Rd. to Malaspina Rd. (296ft x 10 ft- 1 Y2"asphalt overlay) Ortega Hwy to Calle Arroyo (805ft x l Oft- 1 %2"asphalt overlay) • • • • • • • • • • • • • • • • • • • • • • • • •