Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
11-0802_ALL AMERICAN ASPHALT_Contract (2)
CONTRACT This contract is made and entered. into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and ALL AMERICAN ASPHALT 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, City of San Juan Capistrano Standard Plans, Caltrans Standard Plans and Specifications, 2006 Edition, and the Standard Plans and Specifications for Public Works Construction (The "Green Book"), 2009 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 I- Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita CIP 07105 2- Rancho Viejo Road CIP 11I0$ and 3- Alle was in Capistrano Villas II and III CIP 07105 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 C-1 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. FIFTH. PERFORMANCE... BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. 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 wags, 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 .Tuan 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; C-2 $1,000,000 injury to one person/anyone occurrence/not limited to contractual period; $2,000,000 injury to more than one person/anyone occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 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 I,AW RELATIVE TO PUBLIC CONTRACTS. CI'T'Y 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, CONTRACTOR 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. CONTRACTOR shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information C-3 pertaining to the E-Verify program. can be found at http://www.uscis.gov, or access the registration page at h.ttps://www.visdhs.com/employerregistration. CONTRACTOR 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 an Tuan Capistrano r DATED: BY: � � Sam Allevato, Mayor BY: � � CONTRACTOR?,b .' 7.(70 7 LICE SE NO. CLASSI ICATION i ' ATTEST s Maria Mr i Clerk APPROVED AS TO FORM: O�x�ar San val,City Attorney C-4 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On August9, 2011 before me, Brenda L. Royster,Notary Public Rate Here Insert name and T:=.le of fhe Officer personally appeared Robert Bradley Name"{of Signer(q'—'- who proved to me on the basis of satisfactory evidence to be the BRENDA L. ROYSTER person(;) whose name(s) is/are subscribed to the within instrument Commission# 1908379 and acknowledged to me that he/she/they executed the same in Notary Public-California z his/he4*w-4 authorized capacity(ies), and that by his/hed%he+r Riverside County signature(s) on the instrument the person(s), or the entity upon behalf My Comm. Expires Oct 26,2014 of which the person(s)acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS hand and ofFici I seal. Signature Place Notary Sea[Above Signature of Notary Public OPTIC)NA Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Contract—...Qjjy—...Cityof San.luan Ca istrarto Document Date: Auyust 9, 2011 Number of Pages: 4 Signer(s)Other Than Named Above: Omar Sandoval, City Attorney Capacity(les)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: ❑ Individual ❑ Individual X Corporate Officer—Title(s): Vice President n Corporate Officer--•-Title(s): ❑Partner---r3 Limited li General RIGHTTHUMBPRi ❑ Partner..-.❑ Limited o qer-e'ral ^ ❑Attorney in Fact 6P siGNER ❑Attorney in Fact ° ❑Trustee Top of thumb here Li Trustee Top of thumb here n Other: ❑Other: Signer is Representing: Signer is Representing: All American Asphalt $/2/2011 AGENDA REPORTD8 TO: Karen P. Brust, City Ma ag j� FROM: Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Award of Contract — Pavement Rehabilitation Improvement Plans (CIP Nos. 07105-Preventative Street Maintenance and 11108-Rancho Viejo Rd. Rehabilitation) (All American Asphalt) RECOMMENDATION By motion, 1. Award the contract for the Pavement Rehabilitation Improvement Plans Project, to the low responsible bidder, All American Asphalt, in the amount of $997,286.00, and reject all other bids; and, 2. Return funds of $295,000 included in the FY 2011/12 Capital Improvement Program budget for CIP No. 11108 to the System Development Fund balance. SITUATION Summary and Recommendation Bids for the Pavement Rehabilitation project were opened on July 6, 2011. Bids are valid until October 4. 2011, a period of ninety (90) days from the opening date. Staff is recommending that the City Council award the contract to the low responsible bidder, All American Asphalt, in the amount of$997,286.00. Background This project will include the fallowing improvements: I. a) Place an asphalt-concrete overlay on Camino La Randa from La Novia to Via Fierro including the side streets, (GIP 07105). b) Place an asphalt-concrete overlay on Paseo Rita from Calle Roberto to north end, (CIP 07105). Agenda Report August 2, 2011 Page 2 2. Place an asphalt-concrete overlay on Rancho Viejo Road from Ortega to 350 feet north of Jun ipero, Serra (CIP 11108). 3. Place slurry seal on the Capistrano Villas ll and III on pavement in the alleys that are jointly owned by the City and the Villas HOAs, (GIP 07105). This will be a cooperative project between the City and the Homeowners Associations. Since the City owns the twenty (20) feet width of center of the alleys, City will pay the contractor for the City share and the Associations will pay the contractor directly for their share of the project. The Associations have agreed to execute a third party contract with the contractor for their share of the project cost (Confirmation e--mail from the HOA's management company, Coastal Resource Management, is attached). Bids were received as follows. Total Bid City Share HOAs Share All American Asphalt $1,037,037.00 $997,286.00 $39,751.00 Hardy and Harper, Inc. $1,055,000.00 $1,009,545.00 $45,455.00 R.J. Noble Company $1,095,892.25 $1,033,204.45 $62,687.80 EBS General Engineering $1,133,144.00 $1,083,369.00 $49,775.00 COPP Contracting, Inc. $1,158,679.00 $1,103,031.00 $55,648.60 Granite Construction $1,201,552.00 $1,154,560.00 $46,992.00 Ralp, Inc., dba Excel Paving $1,212,587.00 $1,151,389.00 $61,198.00 Cal Pro Engineering, OC Striping, and Case Land Survey are listed as subcontractors with the All American Asphalt bid. All American Asphalt has worked with a satisfactory performance in the City of San Juan Capistrano in the recent past. FINANCIAL CONSIDERATIONS The FY 2010111 adopted budget included $435,000 for CIP No. 07105 (Preventative Street Maintenance) and $905,000 for CIP No, 11108 (Rancho (Viejo Rd. Rehabilitation). CIP No. 07105 and CIP No. 11108, have $435,000 and $899,840 remaining as of June 30, 2011 to be carried forward for this project. Based on the successful bid the costs for each project are $373,6613 and $623,623, respectively and there are sufficient funds budgeted for this construction. The FY 2011-12 Capital Improvement Program included $295,000 for CIP No.11108. Since the All American Asphalt proposal for CIP No. 11108 portion of the project is $623,623, these additional funds will not be needed for CIP No. 11108 and are recommended to be returned to the Systems Development Fund balance. Agenda Report August 2, 2011 Page 3 NOTIFICATION All American Asphalt Hardy and Harper, Inc R.J. Noble Company EBS General Engineering COPP Contracting, Inc. Granite Construction Ralp, Inc. dba Excel Paving Capistrano Villas 11 and III, HOAs RECOMMENDATION By motion, 1. Award the contract for the Pavement. Rehabilitation Improvement Plans Project, to the low responsible bidder, All American Asphalt, in the amount of $997,286.00, and reject all other bids; and, 2. Return funds of $295,000 included in the FY 2011112 Capital improvement Program budget for CIP No. 11108 to the System Development Fund balance. Respectfully submitted, Prepared by; Nasser Abbas adeh, PE Maryam F. Ramsey, Public Works Director Associate Engineer Attachment(s): 1. Contract 2.. HOAs Property Management confirmation e-mail t� t PERFORMANCE BOND Bond No: 7624732 Premium: $4,238.00 Premium is For contract term and is subject to adjustment based on final contract price Executed in Three Counterparts KNOW ALL MEN BY THESE PRESENTS That Ail American Asphalt as Principal,hereinafter called CONTRACTOR, aad Fidelity and Deposit Com any of Ma tan as Surety, hereinafter called SURETY, are held and f,n,my bound unto the CITY OF SAN JUAN CAPISTRANO, as Obligee, hereinafter called CITY, in the amount of Nine Hundred Ninety Seven Thousand Two Hundred Eighty Six and 001100ths ($997,286.00) Dollars for payment whereof Contractor and Surety bond themselves, thein heirs, executors, adr. iniWators,successors, and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a,(describe agreernent): 1- Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita (CIP 07105), 2- Rancho Viejo Road (CIP 11108), and 3-Alleyways in Capistrano Villas II and III (CIP 07105) which contract is by reference made apart hereof, NOW THEREFORE, the condition of this obligation is such that i£ Principal shall, s p promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it ,shall remain in hall force and effect. Surety Ywaives whatever le sl right it may have to require that a.demand be made first against the Principal in the event of default. BE 1T FURTHER RESOLVED that: 1. As a park of the obligation secured hereby, and in addition to the face amount specified., there shall be included costs and Treasonable expenses and trees, 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. PB-l 2. 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 obligations or this Bond., and it does hereby waive notice of any such charge, extension of time, alterations, or modifications of the contract documents or of work to be pexfbrmed thereunder. Executed 5th t cl this day of August , 2011, at Irvine California. All American Asphalt PRINCIPAL APPROVED AS TO FORM Omar Sandoval, City Attorney Fidelity and Deposit Company of Maryland SURETY �i (NOTARIZATION ANDSEAL) Rebecca Haas-Bates, Attorney-in-Fact /. CALIFORNIA ALL-PURPOSE .ACKNOWLEDGEMENT State of California County of Riverside On August 9, 201.1 before me, Brenda L. Ro ster Notga Public Date Here Inse:-t name and Title of the Officer personally appeared Robert Bradley Namo,�s�6t•Slgner{ f who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) Ware subscribed to the within instrument BRENDA L. ROYSTER and acknowledged to me that he/&heA4ey executed the same in Commission# 190&379 his/4e4#ieir authorized capacity(ies), and that by his/4e th& Notary Public-California z signature(s) on the instrument the person(s), or the entity upon behalf Z Riverside County n of which the person(s)acted,executed the instrument. My Comm. Expires Oct 26,2014 1 certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my h, nd and official eal. Signature � . Place Notary Sea[Above signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Performance Bond—City of San Juan Capistrano Document Date: AuVust 5, 2011 Number of Pages: 3 Signer(s) Other Than Named Above: Rebecca Haas-Bates Attorne -in-Fact Capacity(tes) Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: o Individual n Individual X Corporate Officer—Title(s): Vice President o Corporate Officer—Titl'e(s): ©Partner- Limited n General ., p n Partner—© Lisr}i 'd❑General I 1IIIIIIINT U „PRINT 1 n Attorney in Fact n Attorney in -act OF SliGNER n Trustee Top of thumb here n Trustee Top of thumt here n Other: o Other: Signer is Representing: Signer is Representing: All American As halt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On 08/05/2011 before me, A. Wilkison, Notary Public Date Here insert Name and Title of the Officer���� ' personally appeared Rebecca Maas-Bates Name(s)of S€gner(sp who proved to me on the basis of satisfactory evidence to be the person(s) whose name(-; Wave subscribed to the within instrument and acknowledged to me that A, 'lAt -KISON --h,.elshe/ executed the same inl"/herfthoir authorized Commission # 18662133 capacity(iea), and that by his/her/the#signature(4 on the µ^ Notary P33i3ii - California "ter Win., aratsge Courtly instrument the person(, or the entity upon behalf of ray Cornlyi.Expires Sep 26, 2013 which the person(-acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. � b Signature Place Notary Sea!Above Signature of Notary Public OPTIONAL Though the information below is not required by law, It may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Performance Bond#7624732 Document Date: 08/05/2011 _ _ Number of Pages: Two (2) Signer(s) Other Than Named Above: All American Asphalt Capacity(les) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: ❑ Individual ❑i Individual Corporate Officer—Title(s): _-. ❑ Corporate Officer--Title(s): Partner—i Limited ❑ General D, Partner---❑ Limited C General � _ RA Q Attorney in Fact '?Attorney in Fact 1 Trustee I Top cf Ehurnb here ;Trustee Top of thumb here ❑ Guardian or Conservator Guardian or Conservator Other: Other: Signer is Representing: Signer is Representing: Fidelity and Deposit Company ; of Maryland �D2007 National Notary Associalicn•9360 De Soto Ave-P.G.Box 2462•Chaiswortfr,CA 91313-2442•www.Natorla€Notary.org item X5907 Reorder:Cali Toll-Free 1-800-878-6827 Premium Included LABOR AND MATERIAL BOND :Rand No.: 7624732 Premium: Included in Performance Bond NOW ALL MEN I3Y THESE PRESENTS: That Executed in Three Counterparts WHEREAS, the Cr1Y OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to All American Asphalt , License No. 267073 _ hereinafter designated as "Principal", a contract for 1- Pavement Rehabilitation Improvement in Camino La Ronda &Paseo Rita (CIP 07105), 2- Rancho Viejo Road {CIP 11108), and 3-Alleyways in Capistrano Villas 11 and III PIP 07105 ; and WHEREAS, said Principal is m uired 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 sante. NOW,THEREFORE, we All American Asphalt , Principal, and Fideli and Deposit Company of Maryland -, as surety, are Held firmly bound unto the City of San Juan. Capistrano, a municipal corporation, in the penal sumo of Nine Hundred Ninety Seven Thousand Two Hundred Eighty Six and 00/100ths DOLLARS $997,286.00 1, lawful money of the United States of America, for payment of which sumxm well and truly to be made we bind ourselves, out 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, administzmtors, 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 Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Governm�.ent Code of California as amended,that the surety will pay for the same in an mount 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 the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to then or their assigns in any suite 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 charge, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As.a part of the obligation secured thereby, and in addition to the face amount specified therefore, 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. LB-1 r IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deaned an original thereof, have been duly executed by the Principal and surety herein named on the 5th day of August , 2011. The name and corporate seal of each corporate party being bereto affixed and tht-se presents duly sued by its undersigned representatives pursuant to authority of its governing body. All American Asphalt PR;I,NC11'AL Y4. Fidelt and Deposit Company of Maryland SURETY By. APPROVED AS TO FORM Rebecca Maas-Bates, Attorney-in-Fact Umar Sandoval, City Attorney LB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On August 9. 2011 before me, Brenda L. Rooster,Notary Public , Date Here Insert name and Title of the OfTe, personally appeared Robert Bradley.. Namsk�) f-Signergr'0n— 4 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument BRENDA L. ROYSTER and acknowledged to me that helshe4hey executed the same in commission# 1908379 his.'", 'hT authorized capacity(ies), and that by his1hefi4h it Notary Public_California Z signature(s) on the instrument the person(s), or the entity upon behalf Z Riverside county of which the person(s)acted,executed the instrument. My Comm,Expires Oct 26,2014 1 certify under PENALTY OF PERJURY udder the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my hnd and official al. - Signatur Place Notary Seal Above signature o€Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of(Document Labor and Material Bond City of San Juan Capistrano Document Gate: August 5, 2011 Number of Pages: 4 Signer(s)Other Than Named Above: Rebecca Haas-Bates Attorney-in-Fact Capacity(des)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: L Individual o Individual Corporate Officer—Titles Vice President X P ( )� ©Corporate Officer--Title(s),y © Partner—:i Limited o General ' Partner—c Limitedp�eneralRIGHT THUMBPRINT RIGHT L Attorney in Fact OF SIGNER ©Attorney in Facts OFSIGNEIR 71 Trustee Top of thumb here ri TrusteeTop of thumb here l�Other: ©Other: Signer is Representing: Signer is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of orange on 08/05/2011 before me, A. Wlkison, Notary Public Date Here Insert Name and Title of the Officer personally appeared Rebecca Haas-Bates Names)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person() whose name( is/an subscribed to the within instrument and acknowledged to me that s k vA' -he/she/they executed the same in-his/her/th& authorized ,�G>p a t ol,missi�r -m6283capacity; )= and that by4as/her/the signature( on the Notary Public, - Californio. � Grane County instrument the person(, or the entity upon behalf of nay corrrn. Expires sou�� rl�t,t f which the person(st acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature m Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Labor and Material Payment Bond #7624732 Document Date: 0810512011. Number of pages: Two (2)_ ^ Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates Signer's Name: L Individual 0; Individual Corporate Officer—Title(s): it Corporate Officer—Title(s): _ UPartner--�-� Limited i; General f Partner--C� Limited C3 General Attorney in Fact F-7 Attorney in Fact Top of thumb here Trustee' lop of Inumh here Trustee i Guardian or Conservator D Guardian or Conservator Other: _ O Other: __ Signer Is Representing:__-_.__.__ F Signer Is Representing: __ Fidelity and Deposit Company -- i of Maryland L_ I 07007 National Notary Association-9859 Ike Soto Ave..P..0-8ox 2402-Chatsworth,CA 91313-2402•www.Nationn[Nolary.org (tern i 5907 Reorder:Cali TC_free 1-800-876-6827 Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MI3N BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland, by FRANK E. MARTIN JR., Vice President, and ERIC D. BARNES, Assistant Secretary, in pursuance of authority granted by Article V1, Suction 2,of the By-Laws of said QoiWny, which are set forth on the reverse side hereof and are hereby certified to he in frill force,and effect on the d", 1����h)��i�=fiereby nominate, constitute and appoint William SYRKI.N, Rebecca HAAS-BATES,Se,rFi� , 1 z �rK c� ADAIR and P. BAIJER,all of Glendale,California, EACH its true and 1a ofrsvt��rne ke;execute, seal and deliver, for, and on its behalf as surety, and as its ac t �rrMy°n all bn rldeirtakings,and the execution o9� ` � and amply, to all such bonds or undertakings in pursuance,p Sd�lrtss =, hai ,e "C� I�citi Spud Company, zt5 fully intents and purposes, as if the ryg�ccutd- rsY1 (Y d' y the regularly elected officers of the;Company at h.q - � �. its office in Baltitnp� E 'tr;th �t s it p 1 T rzS, TS Bower 0f attorney revokes that issued on behalf ol'Richard ADAIR, P. BAUIR\ r The said Assistant i u pies erehy certify that the extract set forth on the reverse side hereof is a true copy of Article V1, Section 2,of the B ,�s "� y-L ` `tsatd Company,and is now in force. IN WITNESS WHEREOF, the ,said Vice-President and Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT C(}MPANY OF MARYLAND, this 27th clay oi' Junc, A.D. 2011. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND ��d tsEPpsr * 1 a o it" i r Y r i �"WcriT By: Eric D. Barnes Assi.sturrt Srrretrrrs' Frook E. MMrM7,1r. Vied President State of Maryland SS: City of Baltimore On this 27th clay of .Tune, A.D. 2011, before the suhscrihe:, a Nrslary Public: of the State of Maryland, duly commissioned and qualified, carne FRANK F. MARTIN JR., Vice President. and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the; same:, and being. by me duly sworn, severally and each for himself'deposeth and saint.tduu Iltcy are:the said officers of the Company aforesaid, and that the seat affixed to the preceding instrument is the Corporatc Scal cif said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed w the said instrurnnt by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. J Constance A. Dunn Notur v Public My Commission Expires: July 14,2015 POA-F 012-0033D EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF.MARYLAND "Article VI, Section 2. The Chairman of-the Board, or the President,or any Executive Vice-President, or any of the Senior Vice-Presidents or Vicc-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys--in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behall'of the Company any bonds, undertakin-, recognizances, stipulations, policies, contracts, ageenients, deeds, and releases and assignments of Judgements, decrees, mortgages and instruments in the nature of mortgages,-..and to affix the seal of the Company thereto.,, CERTIFICATE I, the undersigned, Assistant Secretary of thy:FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the foregoing Power of"Attorney is still.in full force and effect on the date of this certificate; and 1 do further certify that the Vice-President who executed the said Power of Attorney was one of the additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may he signed by facsimile.under and by authority of the'following resolution of the Board of Directors of the 11DELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced ShMature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or- hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and hindin�,r upon the Company with the same force and el'tect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal ofthe S'aid Company, this 5th day ofAuqu s -_.___ ?n i ,1ssi.cluntSect�•turn P RFQRM.ANCE BOND Bond No: 7624732 Premium: $4,238.00 Premium is for contract term and is subject to adjustment based on final contract price Executed in Three Counterparts KNOW ALL MEN BY THESE PRESENTS. That All American Asphalt as Principal,hereinafter called CONTRACTOR, and Fidelity and Deposit Company of Mar�an� as Suety, hereinafter called SURETY, are held and firmly bound into the CITY OF SAN XUAN n' CAPISTRA.NO, as Obligee, hereinafter called CITE', in the amount of Nine Hundred Ninety Seven Thousand Two Hundred Eighty Six and 001100ths ($997,286.00) Dollars for payment whereof Contractor and Surety bond themselves, thein 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). 1- Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita (CIP 07105), 2- Rancho Viejo Road (CIP 11108), and 3-Alleyways in Capistrano Villas II and Ili (CIP 07105) which contract is by reference macre a part hereof; NOW THEREFORE, the condition of this obligation is such, that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall rernain in Ball farce and.effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal 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 aPecifed, there shall be included casts and reasonable a%penses and fees, including reasonable attomey's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB-l 2. 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 perfot med thereunder, shall in any way affect its obligations or this bond., and it does hereby waive notice of any such change, extension of time, alterations, or modifications of'the contract documents or of work to be perfonned thereunder. Executed this� 5th „ day off' August , 2011, at Irvine California. All American Asphalt PRINCIPAL APPROVED AS TO FO1' (NOT �' oN AND AL�)Pe_#AIT p tl 7 Omar Sandoval, City Attorney Fidelity and Deposit Company of Maryland SURETY (NOTARIZATION AND SEAL) Rebecca Haas-Bates, Attorney-in-Fact � I ,y x, Y: PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On August 9, 2011 before me, Brenda L. Royster,Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name}�-Signer who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/aye subscribed to the within instrument BRENDA L. ROYSTER and acknowledged to me that he/sheAhey executed the same in a b Commission# 3968379 his/4e4*i4* authorized capacity(ies), and that by his/4eA4h& Notary Public-California z signature(s) on the instrument the person(s), or the entity upon behalf Riverside County of which the person(s)acted,executed the instrument. Nly Comm.Expires Oct 26,2014 I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my h nd and official seq. Signature Place Notary Seat Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Performance Bond—City of San Juan Capistrano Document Date: August 5, 2011 Number of Pages: 3 Signer(s) Other Than Named Above: Rebecca Haas-Bates Attorney-in-Fact Capacity(les) Claimed by Signer(s) Signer's Name: Robert Bradle Signer's Name: In, Individual n Individual X Corporate Officer--Title(s): Vice President ©Corporate Offi Title(s): * Partner—o Limited r,General a Partner— iL mit d o General RIGHT THUMBPRiNT RIGHT THUMBPRINT ©Attorney in Fact r Attorne In Fact OF *Trustee Top of thumb herec Trus; e Top of thumb here a Other: c Other: Signer is Representing: Signer is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of_Orange on 08105/2011 before me, A. Wilkison, Notary Public Bate Mere Insert Name and Title of the Officer personally appeared _ Rebecca Haas-Bates Names)of Signer(s) who proved to me on the basis of satisfactory evidence to �.. be the person( ) whose name(&) is/me subscribed to the within instrument and acknowledged to me that -trefshe/fly executed the same ink/her/th& authorized capacity(les), and that by-his/her/tip signature(o on the A-Wlf-Ki5E1CJ Con�tTlssa'ton G2 s � instrument the person( , or the entity upon behalf of Nattry Public -GalirWrrlia ��. which the p erson acted, executed the instrument.' orsinge County Corrini.Exp�res Sep 26,201'jPCS 1 certify under PENALTY OF PERJURY under the laws Y� of the State of California that the foregoing paragraph is . ...-.. s true and correct. WITNESS my hand and official seal. Signature Place Notary Seal Above Signature of Notary Pubtic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Performance Bond #7624732 Document Date: 08/05/2011 Number of Pages: Two (2) Signer(s) Other Than Named Above: All American Asphalt _ Capacity(les) Claimed by Signer(s) Signer's Name:_ Rebecca Haas-Bates Signer's Name: _ ❑ Individual G Individual Corporate Officer—Title(s): v _ _ 0 Corporate Officer--Title(s): 7 Partner—L; Limited D General _i Partner--L) Limited D General p Attorney in Fact _":!Attorney in Fact 1 Trustee Top of 119umb here D Trustee Top o3 th:jrna here Guardian or Conservator -,Guardian or Conservator Other: iJ Other: Signer Is Representing: i Signer Is Representing:--------. Fidelity and Deposit Company 1J of Maryland v P2007 National Notary Association•9350 De Soto Ave.,P.O.BOX 2402-Chatsworth,CA 593132402•www.NaliooalNotary.org Pem#5907 Reorder,Calf To,1,Free 1.800-878-0827 Premium Included LABOR AND MATERIAL BOND Bond No.: 7024732 Premium: Included in Performance Bond KNOW,ALL MEN BY THESE PRESENTS: That Executed in Three Counterparts WHEREAS, the CITY OF SAN JUAN CAPISTRANO, a municipal corporation of Orange County, California, has awarded to All American Asphalt , L.icetue No. 267073 hereinafter designated as "Principal", a contract for 1- Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita (CP 07105), 2- Rancho Viejo Road (CIF' 11108), and 3-Alleyways in Capistrano Villas II and 111 PIP 07105 ;and WH'EREAS, said Principal is ;required, to famish a bond in conn,=,;tion 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 fl-ie performance of the work contracted to be clone, or for any Mork or labor done thereon. of any kind, the surety or this band will pay the same. NOW,THEREFORE, we All American Asphalt , Principal, and Fidelit and Deposit Com any of Maryland , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Nine Hundred Ninety Seven Thousand Two Hundred Eighty Six and 00/100ths DOLLARS ($997,286.00 ), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our Twits, executors, administrators and successors,jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such tha-, 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 Cather supplies or equips ent used in, upon, for or about the performance of the work contracted to be done, or for ara:y work or labor done thereon of any kind, or for amounts clue under the Unemployment Insurance .Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended,that the snarety will pay for the same is 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 the bin efit of an and all persons, companies and corporations entitled to file claims under said act., so as to give a right of action to therm or their assigns in any suite brought upon this bond.. FURTHER, the said surety, for value received., hereby stipulates and agrees that no change, r extension of time, altercation 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 suchchange, extension of time, alteration or modification of the contract documents or of work to be performed thereunder, Asa p,� of the obligation secured thereby, and In addition to the face amount specified therefore, there shall be included oasts and reasonable expenses and fees, including reasonable attomey's fees, incurred by City in successfully enforcing such obligation, all to be taxed, as oasts and included in any judgment rendered. LB-1. IN WITNESS WHEREOF three ( ) identical counterparts of this instrument, each of which shall for, all purposes be, deemed an original thereof, have been duly executed by the Principal and surety herein named on the 5th day of August The.name and corporate seal of each.corporate party being hereto affixed and those presents duly signed by its undersigned representatives pursuant to authority of its ,governing body. All American Asphalt PRTNCIPALy� 13 C Fidelity and Deposit Company of Maryland SURETY APPROVED AS TO FORMRebecca Haas-Bates, Attorney-in-Fact Omar Sandoval, City Attorney i LB-2 is CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On August 9, 2011 before me, Brenda L. R© sten NotW Public [late Here Inser:name and Title of the Officer personally appeared Robetl Bradley Nama(�},of-3iyner(� who proved to me on the basis of satisfactory evidence to be the person(s) whose name(-&) is/are subscribed to the within instrument and acknowledged to me that he/she" executed the same in BRENDA L.ROY57ER hisl4erlth& authorized capacity(ies), and that by hisihel;4h4_4 Commission#fi 1908379 � signature(s) on the instrument the person(s), or the entity upon behalf otary public-California zof which the person(s)acted,executed the instrument. Riverside County ray Comm.Expires Oct 26,2014 1 certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and con;qct. WITNESS my h d and official al. _ ...w Signature s Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Labor and Material Bond—City of San Juan Capistrano Document Date: August 5 2011 Number of Pages: 4 Signer(s) Other Than Named Above: Rebecca Haas-Bates, Attorney-in-Fact Capacity(ies)Claimed by Signer(s) Signer's Name: Robert Bradley Signer's Name: o Individual ❑ Individual X Corporate Officer—Title(s): Vice President Corporate Officer—Title(s): r ❑ Partner—❑ Limited ❑General r-, Partner o Limited ❑General RIGHT THUMBPRINT RIGHT THOMBPRINT ❑AttorneyFact In ` cm in Fact ❑Trustee Top of thumb here ❑Trustee �° Top of thumb here iiOther: ❑ Other: Signer is Representing: Siqler is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On 08/05/2011 before me, A. Wilkison, Notary Public Date Here Insert Name and Tifle of the Officer personally appeared Rebecca Haas-Bates Name(s)of Signer{s) who proved to me on the basis of satisfactory evidence to be the person(s,) whose name(&) is/asubscribed to the within instrument: and acknowledged to me that rnrl!-.KiSal �r -Wshe/ executed the same in, /her/to authorized , ' Gtiml�tissior pf t�66233 Z , d4 ' Notary Public -CaMomia a capacity ), and chat by�hfs/herftl it signature( on the Orange County instrument the person(*, or the entity upon behalf of ley Comm.Expires Sep 26,2013 which the person( °acted, executed the Instrument. r M_ I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official sea[. Signature Race Notary Seal Above Signature of No€ary Aubb€€c€c OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Labor and Material Payment Bond #7624732 Document Date: 08105/2011 -�_ Number of Pages: Two(2) _ - Signer(s) Other Than Named Above: All American Asphalt — Capacity(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates_ Signer's Individual El Individual Corporate Officer—Title(s): L Corporate Officer----Title(s): T Partner----D Limsted 1,_j General Partner-- Limited ' General E] Attorney in Fact E3,Attorney in Fact -J Trustee Top of thumb here E'Trustee Top of thumb here Guardian or Conservator E Guardian or Conservator Other: El Other: . Signer Is Representing: Signer is Representing:---- Fidelity epresenting:_ -Fidelity and Deposit Company of Maryland ^� i C2007 National Notary A>sodntior.•9350 be Soio Ave.,P.O.Box 2402-ChateWorth,CA 9tal3-2402•ynww.Na€ioneiNotaryorg Item 415907 Reorder CallTolf-Free 1-MO-875-6827 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article V1, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents Specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vicc-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bands, undertaking,**, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,...and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify that the foregoing Power of Attorney is still in full Force and effect on t.hc date «f this certificate; and 1. do further certify that the Vice-President who executed the said Dower ol"Attorney was one of the additional Vice-Presidents specially authorized by the Boaird of Directors to appoint arty Attorney-in-Fact as provided in -Article VI-, Section 2,.of the.By- .aws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power-of Attorney and Certificate may be signed by facsimile under and by authority of the follow€ng resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and .held on the l Oth day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company anti facsimile or mechanically reproduced signature of any Vice-President. Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shad he valid and binding upon the Company with the same force and effect as though nta nualiv affixed." IN TESTIMONY WHEREOF, I have hereunto Subscribed my name and ffixc�dthe corporate seal of the said Company, this 511 day of Auctusf __._. 2Qd I i ;tssisfella se(Tef iT Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL.MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland,by FRANK E. MARTIN JR.,Vice President, and ERIC D. BARNES,Assistant Secretary, in pursuance of authority Loranted by Article Vi,Section 2,of the By-Laws of said ChiiW,ny, which are Set forth on the reverse side hereof and are hereby certified to he;in full force and effect on the 1������c� �vficrehy nominate, constitute and appoint William SYRKIN, Rebecca HAAS-BATES,Se a T� 1 A r ,Ric>iraa ADAIIt and P. BAUER,all of Glendale,California, EACH its true and law:af �Y€�t�ii �ktr,�ne��-�I��i'�� ;y�� execute,seal and deliver, for,and on its behalf as Surety, and as its ac[ n I�'����-end Ivb �� e, kings,and the execution of such hands or undertakin(rs in pursuant . tGse �5+� hail I c�s�A`ij,d? rr paid Company, as fully and amply, to all intents and purposes,as if they IL f i � y� eeul t rl vlb � (f by the regularly elected officers of the Company at its office in Baltimc�r�:,�l �'r>th i1 nurn pJ cps € r bowel of atto€ncy revokes that issued on behalf'o( I2ic atd ADAIR,P.l3ALJERd�� I'Or � � 0 ��"` The said Assistant � is ehy certify that the extract set forth on the reverse side hereof is a true. copy of Article Vl, Section 2,of- By LS 7f Said Company,and is now in force. IN WITNESS WHEREOF, the said Vice-President and :assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of June, A,D. 2011. ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND .13 DEPps` p: r _ o � By: Eric D. Barnes Assistant Secr•etcar), Frank C. Martin.h: Vice President State of Maryland Iss: City of Baltiluorc On this 27th day of ,lune, A.D. 2011, before the subscriber, a Notary Public of the State cif Maryland, duly commissioned and qualified. carne FRANK E. MARTIN JR., Vice President, and ERIC D. BARNES, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to the personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the; execution of the same, and being by me duly sworn, severally and each far himself deposeth anti saith,that they are the said officers of the Cornpany aforesaid, and that the sea] affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Sea] and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TES'T'IMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above: written. Constance A. Dwin Notary Public My Commission Expires: July 14, 2015 POA-F 012-0033D Aco CERTIFICATE OF LIABILITY INSURA ° `°°"'1 o0s/108,10/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,ANIS THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER LIC #OB29370 1-925-244-7700 CONTACT Certificate DepartmentEdgewoad Partners Insurance Centers (EPIC) __.,_. .. [Orange Branch] AFICNa Ext: (925) 244-7700 ...... [AIG,Nol: (925) 901-0671 P.O. Bax 5403 ADDRESS: EPICcerts@EdgewoodIns.com San Ramon, CA 94583 ,,, ,_ INSURERS..AFFORDING COVERAGE NAIC# INSURER A: ARCH SPECIALTY INS CO 21199 INSURED - INSURER B: HARTFORD FIRE IN CO 119682 All American Asphalt - INSURERC_: NATIONAL UNION FIRE INS CO OF PITT S 19445 P.O. Box 2229 INSURERD:-SEABRIGHT TNS CO___,.................-_- _- ...^ 15563 Corona, CA 92878-2229 INSURER-E _ [INSURER F COVERAGES CERTIFICATE NUMBER: 22673651 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. _.__ INSR TYPE OF INSURANCE Ani.SUER PEFF POLICY EXP LTR POLICY NUMBER MMIDDIM1DDr YYYY MMIDDIYYYY LIMITS A i GENERAL LIABILITY ?GPPOO2265803 [ 08/01/1 08/01/13EACNOCCURRENC $ 1,000,000 X t COMMERCIAL GENERAL LIABILITY TO RENTEDABILSTY PREMISESEa occurren, J..$ lOO'000 CLAIMS-MADE OCCUR ( MED EXP(Any one_perso_n) $ PERSONAL&ADV INJURY�Y $ 1,000,000 GENE_RALA GGREGATE $ 2,000,000 ' GE N`L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG $ 2,000,000 POLICY X PRO- ;LOC ,$ ._._ JECT B AUTOMOBILE LIABILITY 72UENG95493 08/01/13 08/01/12 COMBINED SINGLE LIMIT Ea accident _. 1,000,000 X ANY AUTO BODILY INJURY(Per person) Is u ALLOWNED �� SCHEDULED AUTOSAUTOS BODILY INJURY(Per accident) $ ...,__ .-..__..w.w..._....,....._._., X� HIRED AUTOS X NEb PROPERTY DAMAGE AUTOS [$ �...., AUTOS .TPetactadent .$ t; i UMBRELLALIAB X OCCUR .BE21422933 08/01/11 08/01/12 EACH OCCURRENCE r$ 10,000,000 X EXCESS LIAR CLAIMS-MADE _ AGGREGATE $ 10,000,000 DED I X RETENTION$10,000 $ O WORKERS COMPENSATION H81130243 WCSTATU- OTH- IANDEMPLOYERS'LIABILITY YfN 0$/01/1 O8/O1/12 X .TORY11 1T R ANY PROPRIET0RIPARTNERIEXECUTIVE E.L,EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? N❑ N 1 A --,-�---- ---- (hllandatory in NH)nd i E.L.DISEASE.EA EMPLOYE $ 1,000,000 I If yes,describe under DESCRIPTION OF OPERATIONS below I E,L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Pavement Rehabilitation Improvement Project €2] CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of San Juan Capistrano THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Public works Dept. ACCORDANCE WITH THE:POLICY PROVISION$. 32400 Paseo Adelanto AUTHORIZED REPRESENTATIVE San Juan Capistrano, CA 92675 dr,-,�, USA O 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD rjohneonl-org 22673651 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. BLANKET ADDITIONAL INSURED ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM SECTION 11 — WHO IS INSURED is amended to include as an additional insured those persons or organizations who are required under a written contract with you to be named as an additional insured, but only with respect to liability for "bodily injury" "property damage", or "personal and advertising injury" caused, in whole or in park, by your acts or omissions or the acts or omissions of your subcontractors: A. In the performance of your ongoing operations or "your work", including "your work" that has been completed; or B. In connection with premises owned by or rented to you. As used in this endorsement, the words "you" and "your" refer to the Named Insured. All other terms and conditions of this Policy remain unchanged. Schedule Project City of San Juan Capistrano RE: Pavement Rehabilitation Improvement Project Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise staled herein (The information below is required only when this endorsement is issued subsequent to the preparation of the policy.) Policy Number:GPP002265803 Named Insured:All American Asphalt Endorsement Effective Bate:6/1/11 00 CGL0006 00 05 07 2511 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. OTHER INSURANCE— BROAD FORM, CGL POLICY ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM Under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS, the following paragraph is added to Condition 4. Other Insurance: Where the Named Insured is required by a written contract to provide insurance that is primary and non-contributory, and the written contract so requiring is executed by the Named Insured before any "occurrence" or offense, this insurance will be primary, but only if and to the extent required by that written contract. All other terms and conditions of this Policy remain unchanged. Schedule Project City of San Juan Capistrano RE: Pavement Rehabilitation Improvement Project Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise stated herein (The information below is required only when this endorsement is issued subsequent to the preparation of the policy.) Policy Number: GPP002265803 Named Insured: All American Asphalt Endorsement Effective Date: 811111 00 CGLO130 00 09 06 Page 1 of 1 2511 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. WAIVER OF SUBROGATION ENDORSEMENT This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE FORM COMMERCIAL GENERAL LIABILITY SELF-INSURED RETENTION COVERAGE FORM Schedule Project City of San Juan Capistrano RE: Pavement Rehabilitation Improvement Project Under SECTION IV—COMMERCIAL GENERAL LIABILITY CONDITIONS, Condition 8. Transfer Of Rights of Recovery Against Others to Us is amended by the addition of the following provision: We waive any right of recovery we may have against the person or organization shown in the SCHEDULE above because of payments we make for injury or damage arising out of your operations or'�our work" done under a written contract with that person or organization. All other terms and conditions of this Policy remain unchanged. Endorsement Number: This endorsement is effective on the inception date of this policy unless otherwise stated herein. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Policy Number: GPP0022658-03 Named Insured:All American Asphalt Endorsement Effective Date: 08/01/11 00 CGL0121 00 09 06 Includes Copyright Material from Insurance Services Office, Inc., with its permission. Page 1 of 1 2611 All American Asphalt Policy#72UENGK5491 811111 to 811!12 it THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED AND RIGHTS OF RECOVERY AGAINST OTHERS This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM A. Any person or organization whom you are required by contract to name as additional insured is an "insured" for LIABILITY COVERAGE but only to the extent that person or organization qualifies as an "insured" under the WHO IS AN INSURED provision of Section II —LIABILITY COVERAGE, B. For any person or organization for whom you are required by contract to provide a waiver of subrogation, the Loss Condition — TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US is applicable. Schedule Project City of San Juan Capistrano RE: pavement Rehabilitation Improvement Project Form HA 99 13 01 87 Printed in U.S.A. Page 1 of 1 2511 WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY WC 04 03 06 (Ed.4-84) WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT--CALIFORNIA We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against the person or organization named in the Schedule. (This agreement applies only to the extent that you perform work under a written contract that requires you to obtain this agreement from US.) You must maintain payroll records accurately segregating the remuneration of your employees while engaged in the work described in the Schedule. The additional premium for this endorsement shall be % of the California workers' compensation premium otherwise due on such remuneration. Schedule Person or Organization Job Description City of San Juan Capistrano RE: Pavement Rehabilitation Improvement Project WHERE YOU ARE REQUIRED BY WRITTEN CONTRACT TO OBTAIN THIS AGREEMENT FROM US, PROVIDED THE CONTRACT IS SIGNED AND DATED PRIOR TO THE DATE OF LOSS TO WHICH THIS WAIVER APPLIES. IN NO INSTANCE SHALL THE PROVISIONS AFFORDED BY THIS ENDORSEMENT BENEFIT ANY COMPANY OPERATING AIRCRAFT FOR HIRE. *The premium charge for this endorsement shall be 2% of the premium developed in the State of California,but not less than $500 policy minimum premium. This endorsement changes the policy to which it is attached and is effective on the date issued unless otherwise stated. (The information below is required only when this endorsement is issued subsequent to preparation of the policy.) Endorsement Effective 811111 Policy No. 861110243 Endorsement No. Insured All American Asphalt Policy Effective Date 811111 Insurance Company Seabright Insurance Company Countersigned By WC 04 03 06 / (Ed. 484) 01998 by the workers'Compensation Insurance Rating Bureau of California.All rights reserved. 2511 z PERFORMANCE BOND Bond No:7624732 Premium: $4,238.00 Premium is for contract term and is subject to adjustment based on final contract price KNOW.ALL MEN BY THESE PRESENTS. Executed in Three Counterparts That All American Asphalt 3 as Principal,hereinafter called CONTRACTOR, and Fidelity and Deposit Company of Maryland as Surety, hereinafter called SURETY, are held and firmly bound unto the CITY OF SAN JUAN CAPISTR,A,NO, as Obligee, hereinafter called CITY, in ibe amount of Nine Hundred Ninety Seven Thousand Two Hundred Eighty Six and 001100ths ($997,286.00) Dollars for payment wbercof Contractor and Surety bond themselves, theme heirs, executers, administrators, successors, and assigns,.jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a(describe agre=ent): 1- Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita (CIP 07105), 2- Rancho Viejo Road (CIP 11108), and 3-Alleyways in Capistrano Villas ll and IIICIP 071 ( 05) which contract is by reference made a cart hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal 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 principal in the event of default. BE IT PUtTHER RESOLVED that: 1. As a part of the obligation scoured 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 City in Successfullyimforc` �ztg such obligation, all to be taped as costs and includcd in any,judgm.ent rendered, �i Fl3-I i; 2. 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 obligations or this bond, and it does hereby waive notice of any such charge, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. da Executed this 5th-- -- - y of August , 201.1, at Irvine California. All American Asphalt PRINCIPAL APPROVED AS TO FORM STAR ZATII A L) A vkcE el'a5imm Omar Sandoval, City Attorney Fidelity and Deposit Company of Maryland SURETY OTARffATION AND SEAL) Rebecca Naas-Bates, Attorney-in-f=act PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT SISM State of California County of Riverside On Au ust 9 2011 before me, Brenda L. Royster, Notary Public Date Here Insert name and Title of the Officer personally appeared Robert Bradley Name{*m5f Signer(4� 7 who proved to me on the basis of satisfactory evidence to be the BRENDA L.=Igann person(s) whose name(s) is/are subscribed to the within instrument Commission � and acknowledged to me that he/she/they executed the same in Z ; Notary Public -California n his/lied#ieir authorized capacity(fes), and that by hish, '�,h& Riverside County signature(s) on the instrument the person(s), or the entity upon behalf My Comm.Expires Oct 26,2014 of which the person(s)acted,executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my nd and officia eal. Signature" Plate Notary Seal Above signature of Notary Public OPTIONAL. Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Performance Bond--City of San Juan Capistrano Document Date: Ai List 5 2011 Number of Pages: 3 Signer(s)Other Than Named Above: Rebecca Haas-Bates Attorney-in-Fact Capacity(jes)Claimed by Signer(s) Signer's Name: Robert Bradle Signer's Name: o Individual Ii Individual Corporate Officer—Title Vice President X P ( )� © Corporate Officer-- c Partner—o Limited © General _ 17Partner—o Lim' o General IGHTTHUMBPRINT _ tGHTTHUMBPRINT *Attorney in FactOF SIGNER017SIGNER©Attorney i act r Trustee Top of thumb here Top of thumb here ©Trust ©Other: 0 O sr: Signer is Representing: Signer is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On 08/0612011 before me, A. Wilkison, Notary Public Date Here Insert Name and TIVe of the Officer personally appeared Rebecca Haas-Sates Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(&) whose name(&) is/am subscribed to the A. hili.KISON within Instrument and acknowledged to me that f 1' Car;llr�ission : s0 2� -be/she/tom executed the same inlhis/her/tom authorized Psorary 11uhiif, -C@Nornia capacity ), and that by-his/her/tle signature(4 on the V Orange County instrument the personft or the entity upon behalf of My Cornm.Expires SEP 2s,2012 which the person(-acted, executed the instrument. y ...� 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official Signature seal. Place Notary Sea€Above �� Sir�nature of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Performance Bond #7624732 _ Document Date: 08/05/2011 Number of Pages: Tw2_(2) Signer(s) Other Than Named Above: All American Asphalt Capacity(ies) Claimed by Signer(s) Signer's Name:_. Rebecca Haas-Bates Signer's Name: __ ❑ Individual i' Individual Corporate Officer –Title(s): ,I Corporate Officer—Title(s): 71 Partner—C Limited E3 General Partner--0 Limited e7--j General P1 Attorney in Fact !Attorney in Fact _ _7 Trustee Top of thumb here E,Trustee Top of 1hurnb here Guardian or Conservator Guardian or Conservator Other: - 0i Other: Signer Is Representing Signer Is Representing:_ Fidelity and Deposit Company of Maryland @?W7 National Notary Association•8360 De Sato Ave..P,O.Sox 2402•Chatsworth,CA 91313-2402•www.NationalNotary.org harem 15007 Reorder:GO 764-Free 1.800-876-6827 Premium Included LABOR AND MA.TER.IAL BQND Bond No.: 7624732 Premium: Included in Performance Bond KNOW ALL MEN BY THESE PRESENTS: That Executed in Three Counterparts WHEREAS, the CITY OF SAN YUAN CAPISTR.ANO, a municipal corporation of Orange County, California, has awarded to All American Asphalt , License No. 267073 heeeinafter designated a$ "Principal", a contract for 1- Pavement Rehabilitation Improvement in Camino La Ronda& Paseo Rita (CIP 071051, 2-Rancho Vie o Road (CIP 11108), and 3-Alleyways in Capistrano Villas 11 and III CIF'07105),_; and WHEREAS, said Principal is rewired to fmAsh 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 tlxe 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 All American Asphalt , Principal, and Fidelit and DepositCompany of Maryland , as surety, are Held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Nine Hundred Ninety Seven Thousand Two Hundred Eighty Six and 0011 Qoths DOLLARS ($997,286,00 _), 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 THUS OBLIGATION is such that, if said Principal, his or its heirs, executors, adniWsbutors, successors or assigns, or sub--contractors, shall fail to pay for any materi.als, provisions, provender, or teams, or ether supplies or etluipffient used in, upon., for or about the performance of'the work contracted to be done, or for any work or labor clone thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such �i work or labor as required by the provisions of Title 1, Division S, Chapter 3 of therovenunent Code of California as amended,that the surety will pray for the same in an amount not exceeding the surra specified in this bond and also in case suit is brought upon the boned, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of an and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suite 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 dorurnents or of the work to be perforated thereunder shall in any way affect its obligation on this frond and it does hereby waive notice of any sueh change, extension of time, alteration or modification of the contract documents or of work to be perf'orm,ed thereunder. As,a part of the obligation secured thereby, and in addition to the face amount specified therefore, there shall be included costs and reasonable expenses and fees, including reasonable attomey's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. LB-1 IN WITNESS WHEREOF thrce (3) identical counterparts of this instrument, each of wbicb shall for all purposes be dmn+ d an anigkual thereof, have been duly executed by the Principal and surety herein named on the 5th day of August ' 2011. The name and corporate seal of each corporate party being hereto affixed and these presents duty signed by its undersigned representatives pursuant to authority of'its governing body. All American Asphalt PRINCIPAL 13y Fidelity-and Deposit Company of Maryland SURETY ley APPROVED AS TO FORMRebecca Haas-Bates,Attorney-in-Fact 01nar Sandoval, City Attorney k LB- �1. CALIFORNIA ALL-PURPOSE ACKNOWLEDGEMENT State of California County of Riverside On August 9 2011 before e, Brenda L. Ro ster NotaryPublic Date Here Insert name and Title of the Officer personally appeared Robert Bradley Named ofBipner(� ...... _ � who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/slimy executed the same in BRENDA L. ROYSTER his/weir authorized capacity(ies), and that by his/he Ah& Commission # 1906379 signature(s) on the instrument the person(s), or the entity upon behalf Notary Putlic-California n of which the person(s)acted,executed the instrument. Z Riverside County My Comm.Expires Oct 26,2014 1 certify under PENALTY OF PERJURY under the laws of the State of California that the forgoing paragraph is true and correct. WITNESS my P Ind and official al. Signature Place Notary Seal Above Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to person relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document Labor and Material Bond—City of San.Tuan Capistrano Document late: Au ust 5 2011 Number of Pages: 4 Signer(s) Other Than Named Above: Rebecca Naas-Bates Attorney-in-Fact Gapacity(4es)Claimed by Signer(s) Signer's Dame: Robert Bradle Signer's Name: o Individual o Individual X Corporate Officer—Title(s): Vice President o Corporate Officer—Title(s): n Partner—o Limited©General o Partner—o Limited o General RIGHT THUMf3PRINTRIGHTTHUMBPRiNT ❑Attorney in Fact OFSIGNEIR ri Attorney in Pact OF SIGN.ER Top of thumb here o Trustee Top of thumb here i Trustee o Other: o Other: Signer is Representing: Sign (Is Representing: All American Asphalt CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California. County of Orange On 08/05/2011 before me, A. Wilkison, Notary Public Data Here Insert Name and Title of the Officer personally appeared Rebecca Haas-Bates Name(s)of Slgner(s) who proved to me on the basis of satisfactory evidence to be the person() whose name( is/asubscribed to the A. WltA)SO.z' within instrument and acknowledged to me that . � r iY Gorrtmiss10(➢of 1366283 a/She/" executed the same in ft/her/thar authorized a Notary tlbl,c - California capacityfw), and that by-his/her/tidy signature(&ion the : . orange county instrument the person(*; or the entity upon behalf of My Comm. Fynires Z 26, which the person(oacted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Place Notary Seal AboveSignature of Notary P.N,, OPTIONAL Though the information below is not required by law,it may prove valuable to,persons retying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Labor and Material Payment Bond #7624732 __ w Document Date: 08/05/2011_ _. Number of Pages: Two (2) Signer(s) Other Than Named Above: All American Asphalt Capaclty(ies) Claimed by Signer(s) Signer's Name: Rebecca Haas-Bates-_- __ Signer's Name:____ Individual F-1 Individual _s Corporate Officer—Title(s): _.--_.. n Corporate Officer—Title(s); Partner—�__! Limited ID General [] Partner—111 Limited General ✓� Attorney in Fact - E-J Attorney in Fact Trustee lop qt;�u rb here F-, Top of thurna here Trustee Guardian or Conservator C Guardian or Conservator Other: E,Other:__- _ 3 Signer Is Representing: Signer Is Representing: i Fidelity and Deposit Company f ! of Maryland C 2007 Na>.ional Notary Association 9360€fie Soto Ave..P.O.Box 24[I2-Chatsworth,CA 91313-2402•www.NationalNotary.org Mrn 45907 Fienrder.Call?ol!-Free t-fl6(}-&78-6827 EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2.The Chairman 4 the Board, or the President, tar any Executive Vice-President, or any of the Senior Vice-Presidents or Vice-Presidents specially authorized so to do by the hoard «f Directors or by the Executive Committee, shall have: power, by and with the concurrence ol'the Secretary or any one of the. Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute oil behalf of the Company any bonds, undertaking=, recooniaanccs, stipulations, policies, contracts, agreements, deeds, and releases and assignments of'judacments, decrees, rnort(ya(yeti and instruments in the nature of'rnortuages....and to affix the seal ol'the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,do hereby certify (flat the: foregoinu Power of Attorney is still in full force and effect on the;date,of ihis cerlil-icate; and I do further certify that the Vicc-President who executed the said Power ole Attorney was one of the,additional Vice-Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, ol' the By-Laws of- the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be sib-ned by fac5intilC under andby authority of the;followint,resolution of the Board ol-Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the, 10th day of'Maty, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice-President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of- any power of attorney issued by the; Company, shall be valid and bindin,upon the Company with the same force and effect as though manually a1'fixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and tf 11 xed the:corporate seal o[the said Company, this 5t.h day of_._august __, 9nj 1 itssislunt Sermtcrrr Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND,a corporation of the State of Maryland, by FRANK E. MARTIN JR., Vice President,and ERIC D. BARNES, Assistant Secretary,in pursuance ol'authority granted by Arlicle V1,Section 2,of the By-Laws of-said 'C.aa �pMny, which are set forth on the reverse; side hereof and are hereby certified to be in full force and effect()if the clert te� [w)Ei hereby nominate, constitute and appoint William SVRKIN, Rebecca HAAS-BATES,Se i :1S> '.6d'`RA,R'kjm--d A.DAIR and P. BAUER,all of Glendale,California EACH its true and lawr+l 7 if�'- et'nIt cy- I �i�� execute,seal and t f ', , deliver, for, and on its hehall'as surety, and as its act,_a�n tgoy-int l�bt#�rid dt kings,and tftu exccuLion oI` such ponds or undertaking s iia pursuance�. ,at e d,l saa hall, c mj it$i�cfiyV,_V� f said Company,as fully and amply, to all intents and purposes, as ii they 4a i6y*� u ya`L�ccu e �k ttm tt I eiTby the red=ularly elected officers of the Company at ils office in Baltirno N power of attorney revokes that issued on beh4alf of Richard ADAIR, P. BAUER_�11�d'F+��ira{ary(�=��12�,(lt =� The said Assistant $tv, ti41���loc.04flc eby certify that the extract set l oh on the reverse side hereof is a true copy of Article V1, Section 2,of the By-1_4;N4said Company,and is now in force:. IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto suhscribed their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MARYLAND, this 27th day of .lune, A.D. 2011- ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND �.�n oep oar Imt O P By. Eric D. Barnes Assistant Seerelary Frank L Marlin Jr. Vice President State o('Maryland SS: City of Baltimore On this 27th day of June, A.D. 2011, before the subscriher, a Notary Public of the .State of Maryland, duly commissioned and qualificd, came FRANK E. MARTIN J12., Vice President, and ERIC D. BARNES, Assistant Secretary of' the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to nae personally known to he the: individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by ane duly sworn,severally and each for hirnsell`deposeth and saith, that they are the said officers of the.Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrimient by the authority and direction of" the said Corporation, IN TESTIMONY WHEREOF, I have hereunto Set nay hand and affixed my Official Seal the day and year first above written. .Zk5733 if JI , 1 Constatrce A. Drum Notar v Public My Commission Expires: July 14,2015 POA-F 012-0033D Bid Opening Report Bids Opened Wednesday, J u ly 06, 2011 at 2:00 p.m. Project Title Pavement Rehabilitation Improvement Plans Maryam Ramsey, Assoc Project Engineer Engineer Pre Bid Estimate $1,250,000.00 Bidder Bid Amount Bid Bond/Addenda? 1. C COPP Contracting, Inc. 2. Hard &�Hajptr, Inc ffJ-D '5 $ 3. All American Asphalt 4. EBS General En sneer, Inc 5. Granite Construction 6. Pal p Inc DBA Excel Paving Company 7. R.J. Noble Compa!ny ... 8. Date ate 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. 812/2011 AGENDA REPORT ®8 e TO: Karen P. Brust, City Ma ag ' FROM. Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Award of Contract — Pavement Rehabilitation Improvement Plans (CIP Nos. 07105-Preventative Street Maintenance and 11108-Rancho Viejo Rd. Rehabilitation) (All American Asphalt) RECOMMENDATION By motion, .1. Award the contract for the Pavement Rehabilitation Improvement Plans Project, to the low responsible bidder, All American Asphalt, in the amount of $997,286.00, and reject all other bids; and, 2. Return funds of $295,000 included in the FY 2011/12 Capital Improvement Program budget for CIP No. 11108 to the System Development Fund balance. SITUATION Summary and Recommendation Bids for the Pavement Rehabilitation project were opened on July 6, 2011. Bids are valid until October 4, 2011, a period of ninety (90) days from the opening date. Staff is recommending that the City Council award the contract to the low responsible bidder, All American Asphalt, in the amount of$997,286.00. Background This project will include the following improvements: 1. a) Place an asphalt--concrete overlay on Camino La Ronda from La Novia to Via Fierro including the side streets, (CIP 07105). b) Place an asphalt-concrete overlay on Paseo Rita from Calle Roberto to north end, (CIP 07105). Agenda Report August 2, 2011 Page 2 2. Place an asphalt-concrete overlay on Rancho Viejo Road from Ortega to 350 feet north of Junipero Serra (CIP 11108). 3. Place slurry seal on the Capistrano Villas 11 and III on pavement in the alleys that are jointly owned by the City and the Villas HOAs, (CIP 07105). This will be a cooperative project between the City and the Homeowners Associations. Since the City owns the twenty (20) feet width of center of the alleys, City will pay the contractor for the City share and the Associations will pay the contractor directly for their share of the project. The Associations have agreed to execute a third party contract with the contractor for their share of the project cost (Confirmation e-mail from the HOA's management company, Coastal Resource Management, is attached). Bids were received as follows: Total Bid City Share HOAs Share All American Asphalt $1,037,037.00 $997,286.00 $39,751.00 Hardy and Harper, Inc. $1,055,000.00 $1,009,545.00 $45,455.00 R.J. Noble Company $1,095,892.25 $1,033,204.45 $62,687.80 EBS General Engineering $1,133,144.00 $1,083,369.00 $49,775.00 COPP Contracting, Inc. $1,158,679.00 $1,103,031.00 $55,648.60 Granite Construction $1,201,552.00 $1,154,560.00 $46,992.00 Ralp, Inc., dba Excel Paving $1,212,587.00 $1,151,389.00 $61,198.00 Cal Pro Engineering, OC Striping, and Case Land Survey are listed as subcontractors with the All American Asphalt bid. All American Asphalt has worked with a satisfactory performance in the City of San Juan Capistrano in the recent past. FINANCIAL CONSIDERATIONS The FY 2010/11 adopted budget included $435,000 for CNP No. 07105 (Preventative Street Maintenance) and $905,000 for CIP No. 11108 (Rancho Viejo Rd. Rehabilitation). CIP No. 07105 and CIP No. 11108, have $435,000 and $899,840 remaining as of June 30, 2011 to be carried forward for this project. Based on the successful bid the costs for each project are $373,663 and $623,623, respectively and there are sufficient funds budgeted for this construction. The FY 2011-12 Capital Improvement Program included $295,000 for CIP No.11108. Since the All American Asphalt proposal for CIP No. 11108 portion of the project is $623,623, these additional funds will not be needed for CIP No. 11108 and are recommended to be returned to the Systems Development Fund balance. Agenda Report August 2, 2011 Page 3 NOTIFICATION All American Asphalt Hardy and Harper, Inc R.J. Noble Company EBS General Engineering COPP Contracting, Inc. Granite Construction Ralp, Inc. dba Excel Paving Capistrano Villas II and III, HOAs RECOMMENDATION By motion, 1. Award the contract for the Pavement Rehabilitation Improvement Plans Project, to the low responsible bidder, All American Asphalt, in the amount of $997,286.00, and reject all other bids; and, 2. Return funds of $295,000 included in the FY 2011112 Capital Improvement Program budget for CIP No. 11108 to the System Development Fund balance. Respectfully submitted, Prepared by, Nasser Abbaszadeh, PE Maryam F. Ramsey, Public Works Director Associate Engineer Attachment(s): 1. Contract 2.. HOAs Property Management confirmation e-mail CONTRACT This contract is trade and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and ALL AMERICAN ASPHALT hereinafter referred to as "CONTRACTOR." Tf 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. Plants, Specifications and Special Provisions, City..of San Juan Capistrano Standard Plans, Caltrans Standard Plans and Specifications, 2006 Edition, and the Standard Plans and Specifications for Public Works Construction The "Green Boole"), 2009 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 1- Pavement Rehabilitation Improvement in Camino La Ronda & Paseo Rita (CIP 07105), 2- Rancho Viejo Road (CIP 11108), and 3- Alleyways in Capistrano Villas II and .III (CIP 0710ain 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 Pasco 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 C-1 ATTACHMENT 1 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. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount o:f 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. 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 Juana. 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. COMI"RACTOR 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; C-2 $1,000,000 injury to one person/anyone occurrence/not limited to contractual period; $2,000,000 injury to more than one person/anyone occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 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, CONTRACTOR 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. CONTRACTOR shall verify employment authorization within three days of hiring a new employee to perform work under this Agreement. Information C-3 pertaining to the E-Verify program can be found at http://www.uscis.aoov, or access the registration page at https://www.visdhs.com/eMployerregistration, CONTRACTOR. 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: Sam Allevato, Mayor BY: _ CONTRACTOR LICENSE NO. CLASSIFICATION ATTEST: Maria Morris, City Clerk APPROVED AS TO FORM: Omar Sand Val, City Attorney C-4 Lindsey Mannan From: Chris Kervick <info@coastalresource.com> Sent: Tuesday,July 19, 2011159 PM To: Maryam Ramsey Subject: RE: Pavement Rehabilitation Improvement Project-Alleyways in Capistrano Villas II&III- Maryam, Yes the two communities, Capistrano Villas li and Capistrano Villas III both agree to proceed with executing a contract with All American Asphalt for their share of the cost. Please have the contractor contact me so that I can get the exact amounts for each community. Thanks for your help. Regards, Chris Kervick, CCAM Coastal Resource Management 27312 Calle Arroyo, Ste. A San Juan Capistrano, CA 92675 949-234-0297 949-234-0296 Fax info@coastalresource.com ATTACHMENT 2 , MEMMRS OF THE C-1TV COUNCIL 9AN,AkAH CAPISTRANO,CA 92-675 (94W 49 1171 �cag5re�t� LAUETairpa5 f �493-1 QS3 PAS fsrMssta@JAY 6CRAPAC x scan;€rxzac°cai t crtto-rt 1 DEK;a-t;VMVE L 4 flit/JO TAYLOR �m NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:00 p.m. on Tuesday, August 2, 2011, in the City Council Chamber in City Hall, to consider: "Consideration of Award of Contract - Pavement Rehabilitation Improvement Plans (CIP Nos. 07105-Preventative Street Maintenance and 11108-Rancho Viejo Rd. Rehabilitation) (All American Asphalt)" — Item No. D8. 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 Monday, August 1, 2011, 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 spear by the Mayor when the item is considered. You have received this notice at the request of the City staff member Maryam F. Ramsey, Associate Engineer. You may contact that staff member at (949) 443-6366 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanjuancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cit clerk sanivancapistra.noorg. Maria Morris, CMC City Clerk cc: All American Asphlat; Hardy and Harper, Inc.; R.J. Noble Company; EBS General Engineering; COPP Contracting, Inc.; Granite Construction; Ralp, Inc. dba Excel Paving; Capistrano Villas 11 and III, HOAs 5/17/2011 AGENDA REPORT D14 TO: Dave Adams, Interim City Manager ` FROM: Nasser Abbaszadeh, Public Works Director SUBJECT: Consideration of Approving Fiscal Year 201011 Plans and Specifications for Pavement Rehabilitation Project (CIP 11108 and 07105). RECOMMENDATION: By motion, approve plans and specification for FY 2010-11 Pavement Rehabilitation project and authorize staff to advertise and receive construction bids. BACKGROUND Plans and specifications have been prepared for the following locations: a. Rancho Viejo Road — Place an asphalt-concrete overlay from Ortega to Junipero Serra. b. Camino La Ronda (as well as Paseo Labranza, Via Puntero, Via Estancia, and Via Fierro) - place an asphalt-concerte overlay from La Novia to Via Fierro. c. Paseo Rita - Place an asphalt-concrete overlay from Calle Roberto to north end. d. Alleyway in Villas II and III — Place slurry seal on pavement in the alleys that are jointly owned by the City and Villa HOA's. This will be a cooperative project between the City.and the Homeowners Associations. Since the City owns the twenty feet center of the alleys, we will pay the contractor for the City share and the Associations will pay the contractor directly for thier share of the project. The project specifications have stated the respective financial respeonsibilities for the alleywork. COMMISSION/BOARD REVIEW RECOMMENDATIONS None. FINANCIAL CONSIDERATIONS Total funds of $1,340,000 have been identified for this project in the current year CNP in projects 11108 and 07105. The engineer's estimate for the construction cost is $9,250,000. NOTIFICATION Villas II and III HOA Management Company. Agenda Report May 17, 2011 Page 2 RECOMMENDATION: By motion, approve plans and specification for FY 10-11 Pavement Rehabilitation project and authorize staff to advertise and receive construction bids. Respectfully submitted, Nasser Abbaszadeh, P.E. Public Works Director Attachments: 1. Location Maps P , 32400 PASEO ADELAI�TO i MEMBERS OF THE CITY COUNCIL. SAN JUAN CAPISTRANO,CA 92675- `n1 A� SAM ALEVATo (94993.1173 }y ncarteaaffTfn LAURA FREESE (99?)4493 tO53 FAx ® EstAeusee 1963 LARRY KRAMER www.sanjuancapistrano.org 9776 DEREK REEVE JOHN TAYLOR r � NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:30 p.m. on Tuesday, May 17, 2011, in the City Council Chamber in City Hall, to consider: "Consideration of Approving Fiscal Year 2010-11 Plans and Specifications for Pavement Rehabilitation Project (C1P 11108 and 07105)" 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 spearing to the Council during the public meeting. Correspondence related to this item must be received at City Hall by 5:00 p.m. on Monday, May 16, 2011, 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 Maryam Ramsey, Associate Engineer. You may contact that staff member at (949) 443-6366 or MRamsey@sanjuancapistrano.org with any questions. The agenda, including agenda reports, is available to you on our web site: wwww.sanjuancapistrano.org. If you would like to subscribe to receive a notice when - as-aiQ -# r -ending-an-em-ail_tfl. cit clerk san'uanca istrano.or . Maria Morris City Clerk cc: Maryam Ramsey, Associate Engineer Nasser Abbaszadeh, P.E., Public Works Director Sari Juan Capistrano: Preserving the Fast to Enhance the Future Printed on 100%recycled Doper PROPOSED PAVEMENT REHABILITATION VARIOUS LOCATIONS SAN JUAN CAPIST'RAN Rancho Vieio Rd Asphalt-concrete overlay between Ortega Hwy and AlleywaysiJ-Serra Rdn Villas II and III Slurry seal �r I Camino La Ronda Paseo Labranza Via Puntero Via Fierro Asphalt-concrete between La Novia and Via Fierro Paseo Rita Asphalt-concrete overlay from Calle Roberto to North end b 0 1,600 3,000 8,000 ATTACHMENT I 51'1712011 Chris Jaki From: Maria Morris D14 Sent: Tuesday, May 17, 2011 1:00 PM To: Christy Jaki Subject: FW: Tonight's City Council Agenda Item D14 Importance: Nigh Maria Morris, CMC City Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (949) 443-6309 (949) 493-1053 -Fax From: dan-anne Sent: Tuesday, May 17, 2011 12:19 PM To: yarn Allevato; Laura Freese; Lasser Abbaszadeh; Dave Adams; Maria Morris Subject: Tonight's City Council Agenda Item D1.4 Importance: High Mayor Allevato and Councilmember Freese: I am writing in regards to your Consent Calendar Item D14 regarding certain pavement rehabilitation projects utilizing funds from CIP 11108 and 07015. 1 am specifically writing to you both due to your tenure on the Council as it pertains to a related item that was important to you both, and originally scheduled to be on your agenda this evening, but was pulled at the last minute. The related agenda item, in a courtesy notice that I received. on Thursday of last week (which was rescinded through a courtesy cancellation notice received the very next day, Friday) was entitled: "Consideration of Approving Construction Plans and Specifications for Sidewalk Improvements and Americans with Disabilities Act (ADA) Access Ramps at three (3) Street Locations (CIP 10101 and 11109)" CIP 11109 (Camino Lacouague Sidewalk) was created at your October 19, 2010 meeting and funds were authorized to be transferred from CIP 11108 (Rancho Viejo Road Rehabilitation). The Council's action was 4-0 and the following key comments were made: • "...the sidewalk would provide a safe area for kids to walk, rather than walking in the street • need to make sure that the kids are safe • need to make sure that there are sufficient funds for the Rancho Viejo Rehabilitation project before funds are spent on the Lacouague sidewalk." There is no need to re-hash why the sidewalk is needed. Both of you are well aware of the concerns and CIP 11109 was created to address the problem. What concerns me is that this item is shelf ready to be advertised for bid and award the contract, yet it was pulled at the last minute. The only 1 explanation that has been offered is that revenue sources are down and so decisions about which CIP projects could continue to move forward, and which ones had to be deferred, had to be made. That is understandable. However, in this case, it does not appear that prior Council direction is being followed, and it would appear that your Staff is making the decision about which projects have priority and which get delayed, rather than engage the Council in this decision, because the full picture is not being presented. Agenda Item D14 asks you to authorize plans and bids for various pavement rehabilitation projects drawing on funds allocated from CIP 11108 (Rancho Viejo Road Rehabilitation) and CIP 07105 (Preventative Street Maintenance) budgets. CIP 11108 was originally allocated $1,255,000, and at the October 19th meeting, Council reallocated $350,000 towards CIP 11109 (Camino Lacouague Sidewalk), theoretically leaving $905,000 for rehabilitation of Rancho Viejo Road. The four locations in the City discussed in your staff report for tonight have estimated construction costs breakdown as follows: a. Rancho Viejo Road - $750,000 b. Camino La Ronda neighborhood - $220,000 c. Paseo Rita - $50,000 d. Alleyways in the Village Il and III - $230,000 As you can see from the above, there are sufficient funds remaining, even with the reallocation of $350,000 to CIP 11109, to carry out CIP 11108. (remaining allocation of $905,000 vs. an estimated construction cost of$750,000). There also appears to be dollars for standard contingencies, staff and contract administration. Making sure that the rehabilitation of Rancho Viejo Road project had funds was the only stipulation made by the Council on October 19, 2010, to staff before allocating funds to the Camino Lacouague sidewalk project. Even if revenue sources are down, your Agenda Item identifies total funds of$1,340,000 being available, although I am not sure how that breaks out to each of the CIPS. Tonight, I urge you to act only on authorizing what was supposed to be accomplished through CIP 11108 for the rehabilitation of Rancho Viejo Road, which is referenced as item a. in you report. I respectfully request that you direct Staff to bring forward at your next meeting agenda the consideration to approve plans and to authorize bids for CIP 11109. Consideration of the other three project locations (listed in your agenda report as items b. through d.) should be delayed until after CIP 11109 is sufficiently funded, and plans and bids authorized. Timing of construction of CIP 11109 is crucial and was planned to coincide with when school was out for summer and to be completed before school starts up again in September. It is my understanding that the estimated construction costs are significantly lower (at least $100,000 lower) for the CIP 11109 project than was originally estimated. The other paving rehabilitation projects listed with your Agenda Item D14 tonight do not have critical timing issues for the construction activity that would occur, as a sidewalk to serve school children does. Please address this with your fellow Council members tonight and provide appropriate direction to your Staff. . Thank you for your consideration. Anne Fox z Pavement Rehabilitation Project-MR Notification list: Coastal Resource Management 27312 Calle Arroyo, Suite A San Juan Capistrano, CA 92675 Birtcher Development-NA Brandon Birtcher 18201 Von Karman Suite 1170 Irvine, CA 92612 Doug Staley Flunsaker& Associates, Inc. Three Hughes Irvine, CA 92618 Sun Ranch Public Drainage Improvement-NA David Stuetzel, P.E. 17782 E. 17`x'Steet Suite 200 Tustin, CA 92780 San Juan Capistrano Bus Shelter Improvements-NP Cynthia Smallwood Diversified Landscape Management, Inc. 23052-H Alicia Pkwy, Ste 385 Mission Viejo, CA 92692 O& M Peclistraln Ways and Bikeways-NP Penny Lew OCFCD, Flood Control Division-Design Section 300 N. Flower St. Room 756 Santa Ana, CA 92703 Orangeman Triathlon-AO Notification contacts listed under: 5:\Departments\City Clerk\_Shared\Agenda Packet-Staff Reports\11-051.7 Meeting\Public Works\Orangeman Triathlon Continued-AO Pavement Rehabilitation Project-Mit Notification list: Coastal Resource Management 27312 Calle Arroyo, Suite A San Juan Capistrano, CA 92675 Birtcher Development-NA Brandon Birtcher 18201 Von Karman Suite 11.70 Irvine, CA 92612 Doug Staley Hunsaker&Associates, Inc. Three Hughes Irvine, CA 92618 Sun Ranch Public Drainage Improvement-NA David Stuetzel, P.E. 17782 E. 17th Steet Suite 200 Tustin, CA 92780 San Juan Capistrano Bus Shelter Improvements-NP Cynthia Smallwood Diversified Landscape Management, Inc. 23052-H Alicia Pkwy,Ste 385 Mission Viejo, CA 92692 O& M Pedistrain Ways and Bikeways-NP Penny Lew OCFCD, Flood Control Division-Design Section 300 N. Flower St. Room 756 Santa Ana, CA 92703 Orangeman Triathlon-AO Notification contacts listed under: SADepartments\City Clerk\_Shared\Agenda Packet-Staff Reports\11-0517 Meeting\Public Works\Orangeman Triathlon Continued-AO Pavement Rehabilitation Project-MR Notification list: Coastal Resource Management 27312 Calle Arroyo, Suite A San Juan Capistrano, CA 92675 Birtcher Development-NA Brandon Birtcher 18201 Von Karman Suite 1170 Irvine, CA 92612 Doug Staley Hunsaker&Associates, Inc. Three Hughes Irvine, CA 92618 Sun Ranch Public Drainage Improvement-NA David Stuetzel, P.E. 17782 F. 17th Steet Suite 200 Tustin, CA 92780 San Juan Capistrano Bus Shelter Improvements-NP Cynthia Smallwood Diversified Landscape Management, Inc. 23052-H Alicia Pkwy, Ste 385 Mission Viejo, CA 92692 O& M Pedistrain Ways and Bikeways-NP Penny Lew OCFCD, Flood Control Division-Design Section 300 N. Flower St. Room 756 Santa Ana, CA 92703 Orangeman Triathlon-AO Notification contacts listed under: S:\Departments\City Clerk\_Shared\Agenda Packet-Staff Reports\11-0517 Meeting\Public Works\Orangeman Triathlon Continued-AO Pavement Rehabilitation Project-MR Notification list: Coastal Resource Management 27312 Calle Arroyo, Suite A San Juan Capistrano, CA 92675 Birtcher Development-NA Brandon Birtcher 18201 Von Karman Suite 1170 Irvine, CA 92612 Doug Staley Hunsaker&Associates, Inc. Three Hughes Irvine, CA 92618 Sun Ranch Public Drainage Improvement-NA David Stuetzel, P.E. 17782 E. 17`x'Steet Suite 200 Tustin, CA 92780 San Juan Capistrano Bus Shelter Improvements-NP Cynthia Smallwood Diversified Landscape Management, Inc. 230S2-H Alicia Pkwy, Ste 385 Mission Viejo, CA 92692 0 & M Pedistrain Ways and Bikeways-NP Penny Lew OCFCD, Flood Control Division-Design Section 300 N. Flower St. Room 756 Santa Ana, CA 92703 Orangeman Triathlon-AO Notification contacts listed under: S:\Departments\City Clerk\_Shared\Agenda Packet-Staff Reports\11-0517 Meeting\Public Works\Orangeman Triathlon Continued-AO Pavement Rehabilitation Project-MR Notification list: Coastal Resource Management 27312 Calle Arroyo, Suite A San Juan Capistrano, CA 92675 Birtcher Development-NA Brandon Birtcher 18201 Von Karman Suite 1170 Irvine, CA 92612 Doug Staley Hunsaker &Associates, Inc. Three Hughes Irvine, CA 92618 Sun Ranch Public Drainage Improvement-NA David Stuetzel, P.E. 17782 E. 17'x'Steet Suite 200 Tustin, CA 92780 San Juan Capistrano Bus Shelter Improvements-NP Cynthia Smallwood Diversified Landscape Management, Inc. 23052-H Alicia Pkwy,Ste 385 Mission Viejo, CA 92692 O&M Pedistrain Ways and Bikeways-NP Penny Lew OCFCD, Flood Control Division-Design Section 300 N. Flower St, Room 756 Santa Ana, CA 92703 Orangeman Triathlon-AO Notification contacts listed under: S:\Departments\City ClerkLShared\Agenda Packet-Staff Reports\11-0517 Meeting\Public Works\Orangeman Triathlon Continued-AO Pavement Rehabilitation Project-MR Notification list: Coastal Resource Management 27312 Calle Arroyo, Suite A San Juan Capistrano, CA 92675 Birtcher Development-NA Brandon Birtcher 18201 Von Karman Suite 1170 Irvine, CA 92612 Doug Staley Hunsaker&Associates, Inc. Three Hughes Irvine, CA 9261.8 Sun Ranch Public Drainage Improvement-NA David Stuetzel, P.E. 17782 E. 17th Steet Suite 200 Tustin, CA 92780 San Juan Capistrano Bus Shelter Improvements-NP Cynthia Smallwood Diversified Landscape Management, Inc. 23052-H Alicia Pkwy,Ste 385 Mission Viejo, CA 92692 0&M Pedistrain Ways and Bikeways-NP Penny Lew OCFCD, Flood Control Division-Design Section 300 N. Flower St. Room 756 Santa Ana, CA 92703 Orangeman Triathlon-AO Notification contacts listed under: S:\Departments\City Clerk\_Shared\Agenda Packet-Staff Reports\11-0517 Meeting\Public Works\Orangeman Triathlon Continued-AO f1 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPIS',RANO,CA 92675 5 ��'. (949)493-1171 w SAU A[.FREE O (949)493-tO a3 FAX ® y� � :inalnaantco tr�RRY KREESE esreactsn I�61 L1Ardi2YiCFMt:R www.sargvaneapistr-ano.ori 1776 DEREK REEVE ® JOHN TAYLOR TRANSMITTAL TO: All American Asphalt P.O. Box 2229 Corona, CA 92878-2229 }ATE: August 22, 2011 FROM: Christy Jaki, Deputy City Clerk (949) 443-6310 RE: Construction Contract-- Pavement Rehabilitation Improvements (C1P 11108 & 07105) Thank you for providing documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. if you have questions related to insurance requirements, Tease call me at (949) 443-6310. If you have questions concerning the agreement, please contact Maryam Ramsey, Associate Engineer at (949) 443-6366, An original agreement is enclosed for your records. Cc: Maryam Ramsey, Associate Engineer Sapt .Tuan Capistrano: Preserving the Past to Enhance the Future ALL AMERICAN ASPHALT ALL AMERICAN A ELATES IR P.O. BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE#267073-A August 4, 2011 City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 949-493-1171 949-493-1251 (Fax) ATTN-. Maryann.F. Ramsey I am the Secretary of All American Asphalt. I am familiar with the current hiring; practices of All American Asphalt. All American Asphalt is currently enrolled in the Federal government's E-Verify Program or predecessor program, and has been enrolled and participating continually since June 28, 2010, and since that date has been in substantial compliance with the rules and requirements of the E-Verify Program, including the Federal requirement that E-Verify be applied in conjunction with every new hire for purposes of confirming work eligibility, and the requirement that any new hire be dismissed if not confirmed as eligible for employment within the specified time limits, and the prohibition of illegal discrimination against work-authorized individuals. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct, and that this declaration was executed on August 4, 2011 at Corona, California. Mark Luer, Secretary Dan D. S►sem 6 re, President TELEPHONE: 951-736-7600 • PAX: 951-739-4671 1 Today's ®ate: 5�� � ��� Transmittal. Routing (Check All That Apply) city Attorney ❑ City Manager City Clerk CONTRACT L Cllr No (if any): 0'1 0 a.,-u4 Project Manager's Last Name: ,R. i Phone Extension: Council or CRA Meeting ®ate (if applicable): APPROVING AUTHORITY: (Check One) Mayor CRA Chair LJ City Manager Provide (1) executed original contract for each signing party, including the City. If the agreement is to be recorded —only.(1) original will be recorded with certified copies going to other parties. Please provide the mailing address of any party to receive an agreement unless the mailing address is included within the body of the agreement: Names Street _ .__ Cit __— St OTHER INSTRUCTIONS: Form Lute:01-2004 p -7 ALL AMERICAN ASPHALT .L AMERICAN ARE TE RO, BOX 2229, CORONA, CA 92878-2229 STATE CONTRACTORS LICENSE#267073-A August 12, 2011 Maryam Ramsey City of San Juan Capistrano Dept. of Public Works 32400 Paseo Adelanto San Juan Capistrano, CA 92675 949-493-1171 949-493-1251 (Fax) RE: Executed Contract, Executed Performance Bonds and Labor and Material Bonds SUBJECT: Pavement Rehabilitation Improvement in Camino La Ronda& Paseo Rita(CIP 07105), Rancho Viejo Road (CIP 11108), and Alleyways in Capistrano Villas 11 and III (CIP 07105) Dear Ms. Ramsey: Enclosed you will find executed in duplicate the Contract Agreement, and in triplicate the Performance Bonds and Labor and Material Bonds for the above subject project. Also enclosed is the Certificate of Insurance for this project. If you should have any questions or require any additional information, please feel free to contact our Project Manager, Jerry Le Bouef at (951) 736-7600 Extension No. 2004. Thank you, 41'-"X�4a Brenda Royster Contract Administrator Enclosures: (3) Performance Bonds (3) Labor and Material Bonds (2) Contract Agreements (1) Certificate of Insurance TELEPHONE: 951-736-769€7 ° FAX: 951-739-4671 BUSINESS PPOFESStON AND TRADE UCENSE . ' Rd R CCP'CRIMON JAAE BELOW isCITEO SAN 4 CISTR O - NUMBERiEREY jAN HHIS UCE SE AS RECFPa FOR - .E . PAID 10',HE CI f`/OF S� l AN S'F A",r r R THF SUSINE t'ESCr4,ts 3ELCV-1 FOR RE�ZiC7D i'�EYC-3 E b- � . ,,. ao- !NU i IS(,Ei?TlFiCP,' i �,'S ClTa7 1-FT r 19fJ ER TOC��s2F'�'FC^, 9ili*�T�,iPJµ£'Uy+fyE55 €N'tiG.ftTit;?d� _ ANY LAVw GR 04011ANCE.THE Clly CK'E;NOT PASS 6N.TF4E QU61, I_,Al€6 aS OF"HE fH LD_R OF THIS CER iPtVTE. TYPE OF BUSINESS COUE �.FFECTIVE PAT E ASPHALT PAVING $S23 E 12/1012010 #3115€NESS f C3C;iTIt3 i EXP[RATION DATE 400 E 6TH STREET CORONA CA 92978-2229:- 12/31/2011 LICENSE.FEES PAID ALL AMERICAN ASPHALT � S76.00 BOC 2229 NON TRANSFERABLE CORONA,CA 92878 POST IN A CONSPICUOUS PACE �Y QTY LICENSE COLLECTOR' AFFIDAVIT OF PUBLICATION STATE OF CALIFORNIA., ) ) ss. County of Orange ) PROOF OF PUBLICATION I am a citizen 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 interested in the above entitled matter. I am the principal clerk of the Capistrano Valley News, a newspaperrs�T.10 � Varrarc Iat ii,AVEPAEar R IABAL YrA[iS rl 1�4tlPROVE6AEPl f Pi A 4 Cdr rlm5&491m8� that has been adjudged to be a newspaper of Nonce;is klem even that sealed bids tar Pavement Rehataslr4atian IrOprovemen£Plans 1) i amino is tuna & Paseo Ada {CIPi 07105} 2) Rancho Uietp Road:(C[P11101. tij 3) general circulation b the Superior Court Of the Atteyw.ysin vllias 11 and€iI(CI£ 07105)will be received at the eitiee oaf the Ci C{ericat;th® ; g Y p � City of San Juan,C p,straho htomia,omit 2:00p:»x on 1N�dlrre..... ty County of Orange, State of California,on June`] at which time they ti 11 be opened at d read alot c} q set.of paper Cnarract tlocun tints will he availablo j'y 4 00 pm on. June 072011 and may 1 gel, Case NO, A-122949 in and for the City of be inspected without chi ge of=the Public'Works Oaparlment !itp a1 San JU.an Capistrano 32400.Paseo Adelanto San Juan Capistrano CA 92&75 'Eledron7c sets of aa3tl Co3ttract [3ontainents willb"evadable Yobs vlawed;nnirne atter 400 pm on:Jurze 07 2011 Copi®§of Plans and Spectficttons tnay;be purchased from GaastaP Blue,Gate 33091 Caile arfae San Juan Capistrano, County of Orange, State of to San"Juan Capiatrana CA 92575 (949)240 9911,wwwCoadtatblue com.'-For more irifar r matron:please coptant NaryarrZ Ramsey Assc6 ate Ehgineer at(949}449&3C California; that the notice, of which the annexed Dated J ne s za,i. a:inorris at�clerk is a true rinsed copy,has been published each MARtA n�oaRls e n cis Ric p CI7Y OF SAN JUAN CALlF9AN1A I� ORANGI=.CfJUN'fY,CALIFOAPJIA.': + regular and entire issue of said newspaper andCaps£ranoMalleyldaNs J ne16,23,20.11 9$77144: not in any supplement thereof on the following dates,to wit: June 16,23,2011 "I certify (or declare) under the penalty of perjury under the laws of the State of California that the foregoing is true and correct": Executed at Santa Ana,Orange County, California,on ry Date: June 23,2011 c e rY . r t 1 a i nature Capist no Valley N 625 .Grand Ave. Santa Ana,CA 92701 (714)796-2209 AFFIDAVIT OF PUBLICATION STATE OF CALIFORNIA, ) ) ss. County of Orange j PROOF OF PUBLICATION 1 am a citizen of the United States and a resident of the County aforesaid; I ani over the age of eighteen years, and not a party to or interested in the above entitled matter,I am the'principal clerk of the Capistrano Valley News, a newspaper t��srEraa�s�r�s�a�a�dllrar oN i�i��o ����r ass dci�ores',a����osp that has been adjudged to be a newspaper of rinttne is tserety ven that sesied bd5 fojawemerit Renahrliratrnn Imprnvemenr raias i) Camino to Ron a� Paseo.Rrta (CIF 0770}!) 2} Rancho Viejo i:load (C1P11108 3, Alleywayys#n Y}las lI orad iii(CIP o7tg5)w�lE lie rene vedtat the off ce of the Ci Ciec of tela) ` general c1TCuIah©n by the Superior Court of the CigV of Sa Juan Ca�iis[rpna Califprnia untl'2 m:on rAPssl6fmsdar, ,irk at wh,cn ti" e they will be-opened;and read aleud County of Orange, State of California, on June 7, A set of paper Contract Dnnutnenrs will 13a avaflahle by 4 fl0 pro on;June o7 2011 and may.. -be r(rspeeied w�ihou[charge a[the txuhlrc Warks Departm"enr City of San.[uari Captstranp„ x2400 pawn Adelanto .San Juan Oapsstrano CA 92675 Elactrorilc sots of saEd Contract' 1984, Case No. A-122949 in and for the City of Documents wtll be available to he.:v ewed online after 4i0o ppm on June o7 zo�:i Cepp es of. :Pians and;5peci�icaildns may hepurnhased'}rnm Ceastal Blues Carp 3$091tCalle Ferret to San Juan Gapistrar a CA 92675 (949)244 991} wwtiv eoastaI la®tom.For.more infor:i San.Juan Capistrano, County of Orange, State of roatEon please nnn[act Ma yam Ramsey Assgn at6:Englnaer ai(ea9)44x 6366: Daied June 6 2611 California; that the notice, of which the annexed 1slMana Mnrrrs,G'Ay CEsrk MARIA MORRIS;CITY CLERK is a true anted copy,hbublished in each C1TYOF5AN JUAN CAPISTAANO, 13 Il ORANGE COUIlTY,,.GALIFORNIA Capistrano:Valley News Juhe',i6 23,ZOti regular and entire issue of said newspaper and - sxr�l4a not in any supplement thereof on the hollowing dates,to wit: June 16,23,2011 "I certify (or declare) under the penalty of perjury under the laws of the State of California that the foregoing is true and correct": Executed at Santa Ana, Orange County, California, on Bate: June 23,2011 co Inl gnature Capis ants Valley ws 625 N.Grand Ave. Santa Ana,CA 92701 (714)796-2209 D/2011 11.49 OCRFAX1 2/2 NOTICE INVITING BIDS PAVEMENT REHABILITATION IMPROVEMENT PLANS(Cil 07105&11108) No9(,e 7a hereby given tea;Sealed bids for PaJarmrrnt Ne-nabilii i2 lrroloverneM Rans r( Camino La gnndo & Paseo Ghia(Cts 1G5J, 9p Pancl'ia 14e1e Rctac' fCllc1. OB 3; AJieyway.,In Villas II arid In(01P,07105)will of receive-at Oc orrc,o,the Glty G e:l<or e oity of San.Juan Caelsfrane,California,ui1.11 2:00 111 on Wednesday.duly G,2011 at which time tirev w?ll be opened and read aloud. A set of paper G'pitkact.Docarne;1.rs will he available by e,00 pir on Jl,in_e 07,2011 an,L1 i'rraG be irape cteC without,I-rarq,at the stuNie`Neat,Depar4.ent,City os sarE Juar€CwpIS Rc71':G. '2400 Paseo Adelan€o,San JuanL%r't,h S4af1n.CA32875. EleCOorsc sec9 of said Qon X', Documents wit[be nvai€able kt Leviewed atufte after 4:00 p m cn dune 07.^cc1i_ of Weans and Specificauon:'s may ne pnrchaSed frcrrt Coastal 31Lle,Corp,63091 Calle Pcre.a- to.San.Juan capiairali ll,A 92675,fy4;1724J-89si.www.ccasteiNue cont Far, mxe:nfor- l1rallor,please ccn!nciMhdry'3!?l Ramsey,AssocidPo Engineer at(919j r}Eil-5:486 Dated i dune&.20i= sjRS aria molls.City Cerk VARI,AW)RiPIS,C{TYCLENI<- 137 TY CTI=`Obi JUAN CA°IST PAN Cr ORANGE 001JP-ITY,CALIFORNIA Capistrano Pull:;,Neves Jane 16,23,2011. u3773AA 3/2011 11:49 O RFAX1 D 1/2 ORANGE COUNTY RMISTER COMMONICAU40NS Fax Message To: Fax: 19494931053 Subject: Attn: Christy J. Ad.# 9377144 Cost 108.00 Date: 06/09/2011 1. 1:49:02 AM Pages: 2 , including cover page From.: Jennifer Chavez E-mail: jchavez`a),ocregister.com Phone.- Fax: hone:Fax: 714-347-2578 Company: Orange County Register Address: 625 N. Grand. Ave. Santa Ana. CA. 92701 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: JUNE 16, 2011 JUNE 23, 2011 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS — PAVEMENT REHABILITATION IMPROVEMENT PLANS (CIP 07105 & 11108) PROOF OF PUBLICATION: Please fax to: City Clerk's Office, City Hall 32400 Paseo Adelanto a San ,Juan Capistrano, CA 92675 l; fax (949) 493-1053 telephone (949) 493-1171 w ' AUTHORIZED BY: VI A/ Maria ris, City qI k o DATE: June 8, 2011 Date of Bid Opening - 07106/2011 Date(s) notice published - 06/16/2011 06/23/2011 Date affidavit received - Date notice posted in - 06/1612011 designated posting places NOTICE INVITING BIDS PAVEMENT REHABILITATION IMPROVEMENT PLANS CIP 07105 & 11108 Notice is hereby given that sealed bids for Pavement Rehabilitation Improvement Plans 1) Camino La Ronda & Paseo Rita (CIP 07105), 2) Rancho Viejo Road (CIP11108), 3) Alleyways in Villas II and III (CIP 07105) will be received at the office of the City Clerk of the City of San Juan Capistrano, California, until 2:00 p.m. on Wednesday, July 6, 2011 at which time they will be opened and read aloud. A set of paper Contract Documents will be available by 4:00 pm on June 07, 2011 and may be inspected without charge at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. Electronic sets of said Contract Documents will be available to be viewed online after 4:00 pm on June 07, 2011. Copies of Plans and Specifications may be purchased from Coastal Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675, (949)240-9911, www.coastalblue.com. For more /i form tion, please contact Maryam Ramsey, Associate Engineer at (949) 443-5356. _M Dated: June 8, 2011y. 9ARIA4--N�pw§ CITY ; LARK CITY OF SAN JUAN CA`P.I.STRANO ORANGE COUNTY, CALIFORNIA CITY OF SAID JUAN CAPISTRANO NOTICE INVITING BIDS Pavement Rehahilitation Improvement Plans 1-Camino Lia Randa & Paseo Rita CIP 071.05 2-Rancho Viejo Road CIP 1110 and 3-Alleyffays in Villas 11 and III CIP 07105 N-1. NOTICE IS HEREBY GIVEN that scaled bids for the Pavement Rehabilitation Improvement in multiple locations will be received at the City Council Chambers of the City of San Juan Capistrano, California, until 2 pm on July 06, 20.I I at which time they will be opened and read aloud. Bids receive after 2 pm will be rejected. N-2. DESCRIPTION OF THE WORK: The Base Bid Items of Work comprises the construction of the followings: 1. a) Camino La Ronda (as well as Paseo Labranza, Via Puntero, Via Estancia, and Via Fierro) Place an asphalt-concerte overlay from La Novia to Via Fierro. b)Paseo Rita-Place an asphalt-concrete overlay from Calle Roberto to north end. 2. Rancho Viejo Road---Place an asphalt-concrete overlay from Ortega to Junipero Serra. 3. Alleyway in Villas Il and III—Place slurry seal on pavement in the alleys that are jointly owned by the City and Villa HOA's. This will be a cooperative project between the City and the Homeowners Associations. Since the City owns the twenty feet center of the alleys,City will pay the contractor for the City share and the Associations will pay the contractor directly for its share of the project. The contractor shall contact the Homeowner's Association Management Company for the third party contract discussion: Ms. Chris Kervick Coastal Resource Management 27312 Calle Arroyo, Suite A San .Tuan Capistrano, CA 92675 949-234--0297 (P) 949-234-0296 (F) info@coastalresource.com N-3. LOCATION OF THE WORK: The Work to be constructed in various streets as described in N-2 above in the City of San Juan Capistrano, CA. N-4. COMPLETION OF THE WORK: Time is of the essence. All work must be completed within forty (40) calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. 1 N-5. AWARD OF CONTRACT: (a) The contract will be awarded to the lowest overall, responsible, and responsive bidder. (b) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest overall, responsive, and responsible bidder and reject all other bids, as it may best serve the interest of the City. (c) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-6. BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano. N-7. BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-ii. CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid California Class A Contractor license at the time of submitting bids. N-9. CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the Office of the City Clerk. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-10. RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-11. N/A N-12. OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) A set of paper Contract Documents will be available by 4:00 pm on June 07, 2011 and may be inspected without charge at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b) Electronic sets of said Contract Documents will be available to be viewed online after 4:00 pm on June 07, 2011. Copies of Plans and Specifications may be purchased from Coastal Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675, (949)240- 9911, www.coastalblue.com. N-13. ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly 2 marked in the upper left hand corner with the name and address of the Bidder and shall bear.the words "Bid For......................." followed by the Project title, date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with.the Bid. N-14. EXISTING GEOTECHNICAL REPORT:- There is No Geotechnical Report available for this Project. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO Date By U Maria= 'r�i's City Crk .. 3 .>, °I °F sJUAN cJisTM>v° IMPROVEMENT PLANS FCR RANCHO VIEJO ROAD AND MALASPINA ROAD STREET REHABILITATION ( CIP NO . 11108 ) ? MAL SPI J �1 BETWEEN JUNIPERO SERRA & ORTEGA HIGHWAY CITY OF SAN JUAN CAPISTRANO CALIFORNIA ,1 INDEX OF DRAWINGS 1 PROJECT SHEET NO. DESCRIPTION `1 LOCATION 1 TITLE SHEET �9 /�. _ •, 2 STREET TYPICAL SECTIONS/DETAIL SHEET r• �• —r ~� 3 RANCHO VIEJO ROAD IMPROVEMENT PLAN FROM STA 10+00 TO STA 30+50 1 4 RANCHO VIEJO ROAD IMPROVEMENT PLAN FROM STA 30+50 TO STA 50+00 5 RANCHO VIEJO ROAD IMPROVEMENT PLAN FROM STA 50+00 TO STA 68+00 J 6 RANCHO VIEJO ROAD IMPROVEMENT PLAN FROM STA 68+00 TO STA 81+03 7 MALASPINA ROAD IMPROVEMENT PLAN AND PROFILE L_ •�r' 8 RANCHO V[EJO ROAD STRIPING PLAN FROM STA 10+00 TO STA 30+50 AND MALASPINA ROAD STRIPING FROM 10+00 TO 14+42 9 RANCHO VIEJO ROAD STRIPING PLAN FROM STA 30+50 TO STA 50+00 10 RANCHO VIEJO ROAD STRIPING PLAN FROM STA 50+00 TO STA 68+00 11 RANCHO VIEJO ROAD STRIPING PLAN FROM STA 68+00 TO STA 81+03 LEGEND UTILITY LEGEND ABBREVIATIONS CONSTRUCTION NOTES GM Q GAS METER TELEPHONE T BC BEGIN CURVE GB GRADE BREAK SD STORM BRAIN O PROTECT IN PLACE. O7 ADJUST WATER VALVE COVER TO GRADE. CATV CABLE TELEVISION GV GAS VALVE SL STREET LIGHT GV m GAS VALVE ELECTRIC E C&G CURB AND GUTTER MON MONUMENT SMH SEWER MANHOLE O2 COLO M[LL EXISTING A.C. PAVEMENT O9 ADJUST VAULT COVER TO GRADE. WM ED WATER METER SEWER 5 CF CURB FACE OCSD ORANGE COUNTY SS SANITARY SEWER LINE TO AMA% DEPTH OF 2 Q WATER VALVE WATER W CENTERLINE SANITATION DISTRICT SWK SIDEWALK O pNpAFILL IPRIOR 7pVDVERLAvuRPAVE ARMINIMUM © SECTuONAND REMOVE EXISTING 12" STRUCTURAL DWY DRIVEWAY OG ORIGINAL GROUND TOM TEMPORARY BENCH MARK 2 THICK ASPHALT CONCRETE OVERLAY TO © CONSTRUCT TYPE "C-8" CURB AND GUTTER Q SEWER MANHOLE GAS GS EC END OF CURVE PB PULL BOX TO TOP OF CURS COMPLETE RESURFACING. PER CITY STD. 301. ® STREET SIGN ELECT ELECTRICAL PCC PORTLAND CONCRETE TEL TELEPHONE O CLEAN EXISTING PAVEMENT SURFACE CRACKS ANDFURNISH AND PLACE 2" A.C. BASE COURSE OVER STORM DRAIN so EPC END PARABOLIC CURVE CEMENT TS TRAFFIC SIGNAL FILL PRIOR TO SLURRY SEAL EXISTING SURFACE. 8" CRUSHED MISCELLANEOUS BASE. ® COLD MILL PP POWER POLE TSPS TRAFFIC SIGNAL PULLBOX CABLE TV CAN FL PLOWLINE 6 ADJUST MANHOLE TO GRADE. 1© CONTRACTOR TO REPLACE "PRIVATE" GATE ° PROP PROPOSED W WATER LINE O DETECTION LOOPS IN KIND AND AS DIRECTED g AC OVERLAY CITY TELECOMMUNICATIONS TC GS GAS LINE PVMT PAVEMENT BY THE ENGINEER. $ R� CENTERLINE — - - SLURRY /W RIGHT OF WAY S- AC/AB RIGHT-OF-WAY — — 0o BENCHMARK FSB ice AIB t STRUCTURAL SECTION MATERIALS UTILITY CONTACT LIST BASIS OF BEARINGS TgDLDfFEF THE BEARINGS SHOWN HEREON ARE BASED ON THE AYP-A133 ` AC SURFACE COURSE/ OVERLAY: 2" ARHM-GG-C PG 64-16 UTILITY CONTACT TELEPHONE NO BEARING BETWEEN O.CS.HORIZONTAL CONTROL CORS *w w.nivc oers KFM rw GIG NDE AC BASE COURSE: 2" 111-32-PG 64-10 URGROUND SERVICE ALERT (USA7 (8001 42-P-4133 STATIONS $BCC AND TRAK BEING NORTH 60'31'33'WEST S i NDEDOUG GALVERY (714)237-6)-% PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE CITY OF SAN JUAN CAPISTRANO SAN DJEGO GAS &ELECTRIC MIKE $CIORTINO (949)369.4724 COUNTY$UR✓FYQR. ENGINEERING DIVISION o a SOUTHERN CALIFORNIA GAS COMPANY GEORGE RICE (714)634-3118 BENCH MARK DATUM: CITY OF SAN JUAN CAPISTRANO.PW-W MARYAM RAMSEY (9491443-6366 RANCHO VIEJO ROAD A N D Fo OCS 38-77.73:FOUND 3 3/4'OCS ALUMINUM BEIICHMARK MALASPINA ROAD STREET REHABILITATION e e COX COMMUNICATIONS MARTY ZUPANCIC (9491546-2813 DISK 5TAMPEO'38.77.73',SET IN THE NORTHWESTERLY MOULTON NIGUEL WATER DISTRICT STEVE MERK (9491425-3527 in " Mp LVN BECKFRMAN (626)666 3526 CORNER OF A 4 FT.BY 14 FT.CONCRETE CATCH BASIN, Z 5 WATER SERVICES-CUSTOMER SERVICES STACIE SHEEK f949)487-4301 MONUMENT IS LOCATED IN THE NORTHEASTERLY CORNER TITLE SHEET 6 OF THE INTERSECTION OF CAMINO CAPISTRANO AND CALLE U PREPARED DY: PUBLIC WORKS •WATER MIKE SMITH !9 491 487-4311 BONITA 32 FT,NORTHEASTERLY OF THE CENTERUNE OF s_ > KFM ENGINEERING,INC. CAMINO CAPISTRANO AND 285 FT,NORTHWESTERLY OF THE Ta Ed 17865%n Keeme Are Sulim 50O 6� CENTERLINE OF CALLE BONITA MONUMENT 15 SETryw�e 0=010 r* LEVEL WITH THE SIDEWALK. (�8o0-SOIO a R.C.E. DATE 1 ELEV.•153J61'(NAVD 88 DATUM -1995 ADJUSTMENT) ? oRARR OFSI CUEDs 00 CHE.CKEG DATE SNEET 1 1 4 - 05/2011 LITY ENGINEER R.C.E. 393'70 DATE OF ,j RANCHO VIEJO ROAD Ex RANCHO VIEJO ROAD Ex Ex MALASPINA ROAD Ex R/W R/W R/W R/W 150'-59'1 (30') 122'-28'1 (28'l (25'-49' I 115'-32'I (27'-•44'1 I (27') 12'-8' 20' (20') 5' 20'-37' 20' 5' 2 5 (0'-5') #z 5I 3 3 I 2:1 SLOPE 2% J 3 I 1 I I T ---------- I - - .27L' (CB,G 1 _ _ - ------------ ---------- ------- -- - - `-- -- ------ -T---- - �' 1, ---------- ---- f •,' - -~ - (C,&G - _ _- --------------- -------- - - - 1 TYPICAL CROSS SECTION 2 TYPICAL CROSS SECTION 2 TYPICAL CROSS SECTION 2 NOT TO SCALE NOT TO SCALE NOT TO SCALE STA. 10+40 TO STA. 32+61 STA. 32+61 TO STA. 51+15 STA. 10+89 TO STA. 13+00 STA. 55+62 TO STA. 56+69 STA. 65+70 TO STA. 77+45 *STA. 21+66 TO STA. 23+44 STA. 14+84 TO STA. 19+30 STA. 79+45 TO STA. 79+62 MALASPINA ROAD TSTA. 25+90 TO STA. 27+75 STA. 80+42 TO STA. 80+54 Ex Ex R/W R/W STA. 30+05 TO STA. 31+05 (28') (28'1 RANCHO VIEJO ROAD RANCHO VIEJO ROAD EX EX EX EX R/W R/W R/W R/W 20'-36' (18'-28') (47') (37') L (47') (37') 3.5' 16,5'-32-51113'-23' 5' V (10') (5') (27'-32') (27'-32') I '0'-10' (5') (32'-42') (32'-42'1 [ 5' 20'-25' 20'-25' 5' I I 5' 25'-35' -L 25'-35' 5' I �' 3 I I I I I 3 rIC&GI I I !C&G)�', i IC8G1 3 I �'-r._ 3 1 (CBGi ----- 3 _-_ _ 1' _____________ __ '' j TYPICAL CROSS SECTION 2 1 - ` - ---- ---"---r'' -` (1)fCBG} - _. 1 (CAG) 1 - ------- -' I ✓ I [[ - NOT TO SCALE ` I__ ----------- i ------------- _ ------------ --__---- _ •i STA. 13+00 TO STA. 14+42 2 (MED]AN LANDSCAPING ,2 1 2 +STA. 13+09 TO STA. 13+36 AND/OR STAMPED CONCRETE) (MEDIAN LA DSCAPINC AND/OR STAMPED CONCRETE) TYPICAL CROSS SECTION TYPICAL CROSS SECTION CONSTRUCTION NOTES LEGEND 1 NOT TO SCALE NOT TO SCALE STA. 51+15 TO STA. 52+77 STA. 52+77 TO STA. 55+62 Q PROTECT IN PLACE. ® — COLD MILL STA. -59+65 TO STA. 63+93 STA. 63+93 TO STA. 65+70 O COLD MILL EXISTING A.C. PAVEMENT STA. 77+45 TO STA. 78+10 STA. 78+10 TO STA. 79+45 TO A MAX DEPTH OF 2". — DEEPL IFT STA. 79+62 TO STA. 80+42 O3 CLEAN EXISTING PAVEMENT SURFACE CRACKS AND FILL PRIOR TO OVERLAY. PAVE A MINIMUM AC OVERLAYD 2" THICK ASPHALT CONCRETE OVERLAY TO RANCHO VIEJO ROAD MALASPINA ROAD COMPLETE RESURFACING. — SLURRY ¢ Ex Ex EX Ex $ R/W It R/W R/W R/W OO FINEXISTING LY�ESEALEXISTING SURFACE CRACKS LLPRIOR TOSURRSURFACE. (47') (37') (22') (28') SAWCUT AND REMOVE EXISTING 12" STRUCTURAL SECTION. b k0'-10' W (32'-42') (32'-47') I I 1 [20l l20 ) Q CONSTRUCT TYPE "C-6" CURB AND GUTTER 5' 25'-35 25'-40' 5` I I I 1 PER CITY STD. 301. 5' 13' 13' 5' FURNISH AND PLACE 2" A.C. BASE COURSE OVER B" CRUSHED MISCELLANEOUS BASE. § I I = I (C&G) 1 IC&G) I ef±2 i CITY OF SAN JUAN CAPISTRANO 3 T $� -- r _ r, _ 3 r 1CSG1ENGINEERIN(3 OIVISIGN lcac' RANCHO VIEJO ROAD AND (c�c1 ; ; MALASPINA ROAD 2 -------- i . 2 aSTREET TYPICAL SECTIONS (MEDIAN LANDSCAPING C : PREPARED 6 : AND/OR STAMPED CONCRETE) s KFM EWINEEIUNG,INc. NOT TO SCALE 13 1T885Vw KemlenA"&ft W0 " TYPICAL CROSS SECTION a hin.C.,0514 V NOT TO SCALE STA. 10+32 TO STA. 10+89 B 80&6070 p, R.C.E. DATE - STA. 56+69 TO STA. 59+65 ! DRAWN DESIGNED SHEET DS.1 NS o a CHEC%ED DATE 2 OF 1 1 - 05/2011 CITY ENGINEER N.L.E. 39370 DATE � �, `' t�' � ��� �►�� `��� � �' .• a, :• e ems@ ��r wry p a.� .•`I��� � ,a '.` �` i i .ter r r • � --e' ` � � � 1 www �+ �� ie�L'�� � � • • yJ� �-=—_����w„e�.��' r�c C P '` �r,r - ! a f � j� . Q i• i t OF WIN lip 61 MOM MI OREMA r � a • • IN X10 � AI, 2, r �.. �--`� \��!�r��w'�®�wr`��=yrrriirrr�tr�iiwii�r.�" .. :: � J PRXIOR .............- .... ...... ......... WW mml W.M. MAI 11 ON WIM VZONO, MOM IFAZ 1 almum 9. • RIMM, Ila i GOLF CLUB DRIVE 4 NI f bV r_ 4 � p-J SCALE: 1"=40' 1 Lu LIP -- , g5 - C ) 1 h W e x Iv 0 LA 6 5 1 iC G1 ° � t �/7 9 � w a' 1L , W 56 00_ 7 159 O 7 14C&G O 3 0 N 1 I CAG) 6 0 9 s TaEes 3 O m I i~¢ ~7 �. � •tel.t- O � � 'K °— -r / ) pEN, _ LICAGI x z - C40T 217 � p �2 r ,60 U N s 5 2 MARBELLA PLAZA 4 tiV, ti g 1 1 1 HU V1m V1 W LEGEND .. Y ®— COLD MILL 115 z / y — AC OVERLAY CONSTRUCTION NOTES PROTECT IN PLACE. 7 �„ �' '�. x r• �. ) ' F ��� _jIIEs.`�-� O COLD MILL EXISTING A.C. PAVEMENT TO A MAX DEPTH OF 2". CLEAN EXISTING PAVEMENT SURFACE CRACKS _ ¢' AND FILL P IO T E V MINIMUM W y- `Y��� M "`_-s. 1-- "'4- 6 �b7_ 0� �3 2" THICK ARHMROVERLAY RTOYCOMPLETE u1 - "" — -- 4 RESURFACING. 0 3 K 1 (CAG) , o b6�0� Wo r © ADJUST MANHOLE TO GRADE. 7 - /� - �� A O ADJUST WATER VALVE COVER TO GRADE PER CITY p 0 1—� t- w c' F �r 7 STD. w--13. 8 + 1 �� (CAG) 1 3 7 3r: zy 9O ADJUST VAULT COVER TO GRADE. F u') 3 7 of (MEDIAN LAN ry ID cP W � r- ww g a � � fIIII 4 t = a NOTE A: REVISED LIMITS PER DESIGN BY OTHERS. CITY OF SAN JUAN C A P I S T R A N O 0L ENGINEERING DIVISION ag SCALE: 1"=40' wCROAD CURVE DATA PLAN DELTA RADIUS I LENGTH TANGENT o STA 50+00 TO STA 68+00 J 39°04'49" 800-001 545.66' 1 283.93' tA 5 N K 37'57'10" 7'57'10" 800.00' 529.92' 275.09' KFM PREPARED BY: rpmy e N > !i W I?W VM EK i A"$'ft 600 B o NOINEERING,INC. L 15 14'02" 1600.00' 425.41' 213.97' a kvl-,ceeael4 . IX109 a fi.C�E- DATE Y DRAWN DESIGNED SHEET o = OSJ MS o c CHECKE DALE rj OF 1 1 F - 05/2011 IC17Y ENGINEER R.C.E. 39370 DATE y� CALLE DE LA ROSA x l LL w CC DRIVEWA c ! { w w w o 2 C DRIVEWAY] _ OO V) (CAG} R/w w w y m W — -"-` _ CONC _ _ w Ld i 6 N 6 �_ ---EhlO 0 0 v 3 6 p 6 6a�, o 00 3 _bb9#00 _ _ 70 _ 71p0 h 72100 T_ 733 Op o-47 .7400 '. _ 75 Op _ L76tOQ - _I 77 0 co (71� �{7)� s: 534'37'29` 6 l0 I'- kA k - i70 C N r W ° tib. Z C&G) C w J ASPH 1 R A } T PCC (X-GUTTER 1 i 9+91.00 A IE RD= y A 10+00.00 IB O R e a 4 ASP RTEGA AN ECT ,LN— 7 ° a CE1R AVENIDA LOS CERRITOS SCALE: 1"=40' GANADO ROAD cr OR A /w HIGH LEGEND LLJo 1 W m UTT a Y ® COLD MILL a w — AC OVERLAY Lu 1 1+062 RINCHO VIEJO RD= 2. ° g D.00 ORTEGA HWY s o 3 CONSTRUCTION NOTES 0 I r- G 1 v � o p - E _ - o M QPROTECT IN PLACE. ti O COLD MILL EXISTING A.C. PAVEMENT o TO A MAX DEPTH OF 2". < z ° O CLEAN EXISTING PAVEMENT SURFACE CRACKS 1n 2 AND FILL PRIOR TO OVERLAY. PAVE A MINIMUM ! 2" THICK ARHM OVERLAY TO COMPLETE w o (S N RESURFACING. I 20° p eNSE rR © ADJUST MANHOLE TO GRADE. = a S R = O ADJUST WATER VALVE COVER TO GRADE PER CITY F 1 (CtaG) ItTINTORSE STD. W-13. go Q H U 1 n$ in m r w OR r s, Gq HIGHWAY Jj SCALE: 1"-40' CURVE DATA CITY OF SAN JUAN CAPISTRANO DELTA RADIUS I LENGTH TANGENT ENGINEERING DIVISION >g M 1 14^23'40" 800.00'1 200.98 101.02' RANCHO V IE J O ROAD v 0STREET IMPROVEMENT PLAN 03 o STA 68+00 TO STA 81+03 1/1 PREPARED BY: ppts'}4 ' a " E > KFMeNctiNeEwNa,INC. 9 w 17603 Von Kar n A"8v%600 d i . t! rr WMS,CAM14 VO NOTE A: REVISED LIMITS PER DESIGN 9Y OTHERS. eSeoa60tO x�,� •;"° _ a R. E. DATE _ DRAWNOESI6NED SHEET s OSJ NS CHECKED DATE 6 Of' 1 1 Y tt - 05/2011 C)TY ENO)NEER R.L.E. 39370 DATE ■■■■■■■■■i■■■i■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■//■■■■■■■■■■■■■i■■/■■■■/."lr■C��■■i/C:i■ii■■■M�/w!■■■■■■.i■!■■■■■ilii■■■■■■■■■■■■■■■■■■■■■!■ ■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/!■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■■�/■■■■■II■■■■■■■■I■■■di"� 1■■■■■■■■■■■illi■■■■!/■■■■■■■■■■■■■■■■■ ■■■■■!■■■■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■■II■■■■■■■■I■■�.■■ale!■s■■■i■■■■■ww�!■■■■Iti,■■■■■■■■■■■■■■■■■ ■■■■!■■■■)■■■■■■■■■■■■.■■/!■■.■■■■■■■■■■/■■■■■■■■■■■i■■■■■■■■■■■■■■■■!11■■■■■■i■C�■■■■■■II■■■■■■■/I■!■■■f�L"-l�lRt+1■■■■■■■■■fi�`i■■■//■■■■■■■■■■■■■■1■■■■ IN ■■■■■!■■■■■■■■■■■■■■■/■■■■/■■/■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/■iri■■■■■■■■d■■■■■■II■■■■■■.•riL.i1■d■■�BI�I• !l■■■■■■■lIIAII!■■■■■■f•■I•■■■■■■■■■■■■■■ ■■■■■■!■■■■■■■■■■■■■!!■■■■■■./■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I!!4S!■■!1�/■■■Ili■■■e■Iili�]rL9Ji1111L' `/■! ■rl■�Jliii■■F��.ilk+ll ■■■■■■!■■iii■■■■■■/■/■■■■■■■■■■/■■■ ■■■■■!■■■■■■■■■■■■.■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■./1.1�//0■■i1i■■■■©■i■I+�n■■■■■IIIR� +■i■■°IIAC�Fa■■■■dl - ■■■!■■■■■!I�■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■!!■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!■■■■■�.■r�d�a■■!!li■■■a■■■■�a■■■■�r► �■■■■i'�Ir�aw«a�a■■■■■■■■■!!■■■■ire■■■■■■■■■■■■■■■■■■■■■�■ ■■■■■!!■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■■■!!■■Rl�Ia■■I■F�lE]■■ill■■■■frJ■■■ G1■■1� .■!■■■A:lE':/EfdtIJ■■■■fry /:■.!J■■■■■■■■■■■■■/■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■�A■/AA■■■!1.ll�:%■■i■11�©■■■■■/■■@ylll■■L►�N1t►'�■■■/�l■■L�719■/qF�i■C'Jf■■■■■IF�31i�i'il�ll��II,IIrJ■■■■■■■■■■.■■■■■■■■.■.■■/■ ■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■YIIL'■lila/Iii\■�■■■Illi■■\: ■i■■■■■/■■Gi■■ElI■a■■■Gf' I■■© li■■114■Of11■R1E',1■Iti/■ ■i>v■i■■■■■■■■■■!■■■■■■■■!!!i■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■/■■■■■■■■■■■■I!1_L_ i■■■C'�b■■/��L''■■i■■■■■■del■CiI■■■■■f<+7X11■■ilr■/�Li■■■■*J!!i■Ilfr� �erJ■■■■■S■■■■.■■■■■■■■■■■■■■■■■■ ■■■.■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■ll�ii■■■■■GJ�f■■i���lii■■■■■■�1Mti/■Illi ■■■I�. Gfl■■■■■■rilii■■■■G�i■I�li#:�1RIIi�DI■■■■■Ilii■■■!■■■■■/■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■■■■■!■R■i■■1:1 ■■■■illi/■■E+!i■■■■ii■■►.i■■X114■■■■Irk!■■■■■■■■t=■■iiMlf�7lilillrli■■■■■■19!i■■■■■■■■/■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■llL�i■■■!■�Ef■■■■■■■■■\V■■■■■■!,�■i■■/■}l�f■■■■■�!'/■■■■■■kdlFf■■■llt�'■■I■■■■■■■■■■ilii■i■■■■■■■■■■■■■■■■■■■■/ ■■■■■■■��■■■■■■■■!!■■■■i■■■■■■i■■■■■■■■■�■■■■�.■■■e■/■nr�■■■■■//■■©�■■■■tare■■■■■Wil■■■■■�I+�■�n�■■���Il����■■■■■■■■■■■■��!■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■ill.■!!■■■■!■■■■■■■■■■■■■■■■■■■■■■!/y■■■■■■F�f■/■■.Ilii■■■■■■■MIM71■■■■fid■■■■■■■■■■■■■■■■■1�71.�i■■■■.lir/■■■■■■/■■■■■■■ilii■■■■■■■■■■■■■■■■■/!■■■■ ■■■■■■■fir■■■■■■■■■■■■■■■■■■■■■■■■■■■1\iJ�a■■■■�d!■■■G'J■■■■■■■■\'11a■■■d�E11�'/■■■■■■■■LL��r�C/■Md■llilrAd'�"�■■■■■■■■■■■■■■■■■■Ili■■■■■■■!■■■■■ ■■■■■■■■■ ■■■■■■■�I�■■■■■■■■■■■■■■■■■■■■■■■■■e..�■■■�■■■��■■■■■■■■■i■■■dd■■,b�;�i.■■Ing■.i/■■■■■■■�■r�l�■■■����■■■■■■■■■■■■■■■■■■■■��■■■!■■■■■■■■■■■■■■■■■■■ ■■■■■■■iY■■■■■■■■■■■■■■■■■■■■■■■!Gi■!/■�Ca!■■17fti1■■■■■■■■!�H■■■f■�liE/■■•r>!■■■G�,AI■■!!/!lIRII�.!■►\G©lEs��i■■■■/■■■■■■■■■■■■■■I■/■iii■■■!■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■�■■■■■■■■■!■■■■■■id�r,�■■�!■■Ind■■■■■■��c��■■�I�■■■■��/r�c�n■■■rel■■!■■■■■ala■■��sr�■■■■■■■■■■■■■■■■■■■■■■■■I.�I�■■■!!■■■■■■I■■■■■■■■■■■■ ■■■■■■■■■■■.�/■■■■■■■■■■■■■■■■■e/sAa■■■epi■■■■■■■■■e��■d!�■��u�a�■i■rid■■■.W■■■■■■■■d>wl■■��a■■■■■■■■■■■■■■■■■■■■■■■■■■>■Ili!!■■■■■■■■■/■■■■■■■■■■■ ■■■■■■■■■■!!!■■■■■■■■■■■■■■■■■■�e�r�ra■■■■■■■■■■■■■I'�w■►�■■�i��o!!■■1�1�1�■■■■■■■■nH■■■Il�rny�■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!!!■■■■■i■■■■■■■■■■■■■■■■ E.............................._�■■■■■■■■■■■CIS■/■><`r�a1■ESE7di■■■■■■■■,V.'`/■■■■■■■■©i�■1.155■i■■►©■[�[I�■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ iii■■■■■■■■■■■■■■■■■I!�■■■■IIS■■■lli�'ii■■■■■■■Il1■■ik+J�9■■■■E+D�■■■■■■■■■■i��J■■■IIIR■■■■Irl�i■■9■■■■■■■■■■i■■■//■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■/■I''L+■■■■IIC/■■■■■■■■■■Pa1G'J■■■17.if`i■■!�►9i■■■■■■■■■■■■■��*.�.■■■L+SKI■■■!�■!wA■/■■A■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■!■■■■■■■■■■■I•■■■■■■ WT 6*1 ■■■■■■■■■■■■■■■■■■■!!IE'■■■■IIE■■■/■■■A■■■i�ld■i■■■G�i�/■■■\`■�1■'!R■■■■■/■►�■■■G��i■I?Ja�iii■!z�iralll�s�rc�'aJ■■■■■■■■■■■■■■■■■■■■■■■■■■■■I■■■■!■■■■■■■■■■/■■■■■■■ ■i■■■■■■■■■■■■■■!■■■■IC■■■!!!IR'■■■■■■FAQ■■■!■E;tl■■�11i/■■■■■■■■■lily■■■!■■/■\■llMlii�Fgi■■■I■■■�I J■li��■■■■■■�!!�■■■■■■■■■■■■■■■■■■■■■■■!■■■■■■■■■i■■■■■■■■■■ ■/■■■■■■■■■■.11■■■■■■I■iW!■■i�1�■©F�■■■iiL'li■■■■■Ei���■■■■■■■■■■■■■■i■■■■I�Fi1My!!I1!■■■■■■I■■■III�q//ii■■■■iii■■■■■■■■■■■■■■■■■■■■/■■.■■■■■■■■■■■■■■■■■■■■ ■■i■■■!!■■■■■■■.■■■IF'.F'..Ii'iltllr"��l��G'�'■17F]■■■lrdal■l�lEn9i■■■■■■■■■■i■■■■■■!1!■■pAli■:�:�ilkZ�■7r7y:[�I■■■III■�E1�1#R'fra■■�!�■■■■i■■■■■■■■■■■■■■■■■!!■■■■■■■■■■■■■■■■■■■■ I ■i■■■■■!■■■■■■■©■■lIGiICMIII!"Iil�G�,�-■fad■■■■■©Ism■■■■■■■■■■■■■■■■■■■■■irfii■G�f�[Idly`■■I±Qs�]■■■I■!�\�■i��a�ii■■■ilii■■■■■/■■■■■■■■■■■■■■■■■!■■■■■■■■■■■■■■■■■■■■ ' ■■■■■■!■■■■■■■CII/■■■r�G�ll'.'F:91�FIF�f:�l31�i■iiR,4�o■■■■■■■■■■■■■■■■■!■■■■■■!II■■OIY■i■!■!iW13i■■■111►`ally■�L'}1`ilL®■■■■■I!■■■■■■i■■■■■■■.!■!!■!■■■■■■■■■■■■■■■■■■■/■■■■ ■!!■■■■!A■■■■■E'dEa■■!�G':1=1F�{■I�fy�Jlli!Il�d�f■/I■■■■■■■■■■■■i■■■I•/■■■■■■■iYi■■/■■■fill■■■■■I►�.Si■L,,:zc1u;==51■■■■■Ili■■■!I•/!■!■!■■■■■■■■■■■i■■■■■■■■■■■■■■■■■■■.■ ■!!■■■■fiYi■■■■(Ali`1/■■i��Il�i■1!I!![jEs�a'�ol■■■■/■■■■■■■■■■■■!■■I♦/■■■■■■■■!!�!i■■■■■■!�I■■■■■Irri►\■�iIWNi�■i■■■llfl�!■■■!I•■/■■■■■■■■■■■■■■■//■■■■■■■■■■■■■■■■■■■■ ■!■■■■■!■■■■■■■■■■■a■Illi'�� i■■■■■■■■■■■■■■■■■■■■!■■/!■■■■■■■■f'c.���.,�.....hili■■■■■■■■IiII�L"iWEli'SII■ft7■■■iilMi!!■!/■/■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■!■ ■■■■■■■hili■■■■/■■■■■■ii.■■■■■■■■■■■■■■■■■■■■■■■■!■■■�■■■■■■■■1 1111.�■■■■■■■■■■■■■■■■■■■■!!■!.■■■!■■■■■■■■■■■■■■■■■■■■■■■■■■■i.■■!■■■■■ ■■■■■■■SII■■■■■■■■■■■■■■■■■■■■■■■■■■■i■■■■■■■■■■■■■■//■■■■■■■1 •' ' lil■■■■■■■■■■■■■■■■/■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■!!■■■■/■■ i 1 �- 0 � ��_rai�'�•`,, ,\ O Ill , • 47 ` WIN 1 r® � © � •1 1- t i + • r ©� r1 11 •1 • 10 �f I -----------------------5 T tCH A 11+ L1NE 5O SES BELOW RIGHT \ (? 4 REVISE STRIPING PER A �. �CD C[P N0. 07116 N�" S Q� 8 } 135' ,`� 4 3 5 7 90 I...� 1 4 2 Z 1 TRANSITION � o ` - - , 2 6 y ' 14' f7 q 2' 12 v 15 pk I 1 12' 4� + -� ` ��- - 00 O k r •r007 6 111' ' fi 0 7 4 7 3 7 �� _ ��-I��42_,.� 3 1 4 I l l l 4 l 114 1 l 9°' 7 1 3° - - ~,e - - ApF 22' >D ° ---------------------------------------------- ----- - - 6— -`` 6 RANCHO VIEJO ROS TA 9+91.00 l RANCHO VIEJO RD= X�x TA 1 0+09-oo-,t-4N I TERADj �x x 1 g0,(lON T ° INTERS 1 A }��iJ ° I�hr`7 lsl - R4 JUNIPERO SERRA ROAD STA 13+95.93 RANCHO VIEJO RD= STA 10+00.00 MALASPINA RD SCALE: 1"=40' INTERSECTION F v � 4111UU ° xL 11 P � � UUIa �� cn F- 1 0 ° n � T t�II o 45 x ®.,® °❑ In f I 1 W I° � 4 16wA a t 6 " ,s ' RANCHO VIEJO ROAD n a a - - - o-- �o(S' - - - 80 14 + Cl 0 22 3B' 22 22' m �� rn Z 3 7 1 90 6 z Q 0--150' xOp�NING 7 B ' x x x 13 -x- - —x---�o x < o = x x�- 7 _x_-- rte. Q u F- : SCALE: 1"=40' N MATCH CONSTRUCTION NOTES (STRIPING ONLY ) SCALE: 1"=40' STA 11+ o E gW ABOVE LEFT E �1 INSTALL 12" WHITE CROSSWALK PER CALTRANS 9❑ INSTALL 12" WHITE CHEVRON @ 25' SPACING GENERAL NOTES' STD. PLAN, DETAIL A24E. AND 45° ANGLE, INSTALL 12" WHITE STOP BAR PER CALTRANS INSTALL YELLOW RAISED PAVEMENT MARKER PER 1. PAVEMENT STRIPING AND MARKINGS CITY O F SAN JUAN C A P I S T R A N O €� STD. PLAN. DETAIL A24E. CALTRANS STD. PLAN A20B (DETAIL 26)• SHALL BE THERMOPLASTIC. ENQINEERINO DIVISION "w 3❑ INSTALL B" SOLID WHITE LINE PER CALTRANS 11 INSTALL WHITE PAVEMENT LEGEND (AS SHOWN) PER 2. PAVEMENT STRIPING AND MARKINGS STD. PLAN A20D (DETAIL 38) WITH RPM'$. STD. PLAN A24C THRU A24E. SHALL CONFORM TO THE CALTRANS RANCHO VIEJO ROA D INSTALL 4" SOLID WHITE LINE PER CALTRANS 12 INSTALL TRAFFIC LOOP SPLICE NEW LOOPS TO STANDARD PLANS. JULY 1997 EDITION. 44 STRIPING PLA N n STD. PLAN A20A (DETAIL 9) WITH RPM'S (50' EXISTING LOOP CABLE AT PULL BOX. (A UNLESS OTHERWISE NOTED). 3. FOR EXISTING STRIPING AND MARKINGS z o NOT REMOVED BY COLD PLANNING a STA 10+00 TO STA 30+50 13 INSTALL BLUE REFLECTIVE FIRE HYDRANT RPM PER 6 5❑ INSTALL 4" BROKEN WHITE LINE PER CALTRANS CALTRANS TRAFFIC MANUAL, FIGURE 6-48. CONTRACTOR SHALL REMOVE EXISTING (/1 PREPARED BY: p STD. PLAN A20A IDETAIL 9) WITH RPM'S. STRIPING AND MARKINGS BY SAND 4 - n 14 PROTECT IN PLACE• BLASTING AS DIRECTED BY THE ENGINEER. KFMeecllrlE�wala,lnc. 6SOLID "�:.••••,s INSTALL DOUBLE YELLOW LINE PER CALTRANS :� 17B85WRKe Aw S:Rh600 �, utircAezal� 3; 15 PAINT 6" SKIP WHITE STRIPE PER CALTRANS STD. •.wma„ 3^ STD. PLAN A206 (DETAIL 27) WITH RPM'S. � Q PLAN A20D (DETAIL 39A1. LEGEND: INSTALL WHITE PAVEMENT ARROW AS SHOWN PER R.G.E. pnrE fi- CALTRANS STD. PLAN A24A. ® INSTALL 6" SOLID WHITE LINE PER CALTRANS STD. RPM'S - RAISED PAVEMENT MARKERS ! uRAxps, IEIIG.NSD SWEET no, © INSTALL 12" YELLOW CHEVRON @ 10' SPACING. PLAN A20D (DETAIL 39). $ OF 11 c:rESKE Dare 1 05/2011 CITY ENGINEER R.C.E. 3 3370 GATE 2 n TWO COAT PAINT THERMOPLASTIC co O SCALE: 1"=40' Lu LL Lu ) 1 �® J (tfiTm W 6 #b ` O 10, V) 6 OPENING T 6 26 1 3 i m lj - -_ -0 A� rte, W to 14' VAR 26' 13' 13' O - --t - —1-44. _ O ti ti 12' - �- � - ' O i 3' — — --- — — — — -- �- 7 — 12' O w 13' Z60, o �. x x:OPENTN U ...• 120' - --5- 3 11 11 6 5 z d e 350' 250' TRANSITION J am 1 la1 A o 7 RANCHO VIEJOLLI 5 ROAD Ln OD 7 6 a -x �x w LLj ..�r- f o- x- Ln x- — _,�— — sa i 2, r --_ y 12' Ln 13' a Ae x X 6 Z U r a � � I - a CITY OF SAN JUAN CAPISTRANO ENGINEERING h1Y1810N g scALE: 1"=40' RANCHO JAD STRIPING PLAN lZ o STA 30+50 TO STA 50+00 e N PREPARED M E > KFM ENGINEERING,INC. `6 no w 77865Vm Kamen A.EI ft W0 no a CC him.CAM4 (I8B119))80&6000 phor� (8187 8084070 iut a c R.C.E. DATE _ ORANNoE51GNE0 SHEET OSS NS o SEE SHEET 8 FOR NOTES AND LEGEND. ¢ CHECKED HATE osizon CITY ENGINEER R.C.E. 39370 DATE 9 OF 1 1 x� GOLF CLUB QRIVF rn SCALE: 1"=40' 95' 3 7 265' 44i cu 4 k 3 7 � ~ ------ 7 x 12 6 5 x x 11' 0 1 tT) 0 11 7 12 12' k o x RANCHO VIEJO ROAD` _ 4' t2' 56 00_ _ ° _ 1r — © -x? -01�----x-. X a 1 z .- O 13' a ©. rto a rQ 731 L - - - r 7 16 •a =� k 7 �Q 3 4 4 / 3 3 7 8120' i75' / 11 11 12 5 255' \ rV 11 5 1 90 / TRANSITION — MARBELLA PLAZA ' � ry Y� C"T I/ r 6 z Ln } \ 7 cp Z 12 TRAN501 T f ON 5 1 +� i 1 X•�Jkr -_ ,. 0 4 7 °D Y =3 `" \ RANCHO VIEJO ROAD � QOM X---x-—.x`— x x- x v - / 12. . p to 53 - - --_ r - - - - - - - 6b°00 _ 13 _d 7 LID a o - A i„ x X01 vn -IT € o - 13, - - - - - - - - - - - - F 8 LA- 14 x x x x- x � - 35' 5 RA�5rrL1 - o —> 12 APE a � D 90' 3 0 3 7 3 5 ` 1 36 " NS1 T I N 300' 60' s 1 rn g NOTE A: REVISED LIMITS PER DESIGN BY OTHERS. CITY OF SAN JUAN CAPISTRANO ENGINEERING DIVISION og SCALE: 1"=40' RANCHO V IE J O ROAD (ASTRIPING PLAN x o STA 50. 00 TO STA 68+00 V5 PREPARED BY; 6 q' c 7 KFM ENGINEERING,INC. c 4 w 17876 Von KenNeRA"Bulb WOInt.CAM14 w. {W9)80Bd000 plgrr �"' (W9)806501D1e„ -0' p11. E. DATE y DRAWN DESIGNED SHEET §= SEE SHEET a FOR NOTES AND LEGEND. € Ds� 0 OF DATE as CHECWED 1 1 1 ; ;I 05/2955 []fY ENGINEER R.C.E. 3931D DATE y n I CALLA DE LA ROSA Lu 35' O ° TRANSITION � � X Iwi1 7 4 140' 16 ° ° 130' o 6• 1 TRANSITION 6� pwp � RANCHO IMEJO ROAD w - — 1o' _ f - -- -$ a ���w-- — — _— ---- w ° — — w 0 13 1 Q 12' — — — — — — — — 13 o 12' 0_ O 12" o. o. m.. 12 + - -1�p- 12 - 70 00 4'— 1- 72 DD wio, _ o i c° 12' O 12 12 — _ _ 4 12' + 13' O 13' Nk 10' ° 0 Ld 3 5 4 7 0 N Z )so' LLJ NOTE A 7 6 5 7 11 8 ° 20 7 5 Z 1 1 A 9+91.00 ANCHO VIE FRO= _j J A 10+00.00 141PER RRA ORD2a " a °� I INTERSECTJO ® SEE SDETAIL A SHEET AVENIDA LOS CERRITOS SCALE: 1"=40' STA 79+49.77 RANCHO VIEJO RD= GANADO ROAD STA 10+00.00 GANADO RD 40' INTERSECTION �X i OR r�cA w i ° �' ylG W4y 5"' 0 ! 0 6 8 5 f m -- a RANCHO VIEJ0 ROAD- ' LEI _ - —— — —°° STA 8 +02.6 i#ANCHO VIEJO RD= w ' STA 1 +00.00 ORTEGA HWY to -_ IN S p 2�ET 0 p 12' o_ 1 '/ p - — � 0 12' ° = 60' yr —►h a' 20' + 12 T 2 -- I~ 13 2"C C z 6 ' 7 3 7 2 7 ! o 8 J p P SI900 x !Q® ®O®LIA ® $" YELLOW CERAMIC ! _x DOMES a DETAIL A ob -4 U N.T.S. ' x TYPE D RETROREFLECTIVE YELLOW MARKER PER CALTRANS STD PLAN A20B E; ORr�GAf I (TYPI HIG HWq Y X= SCALE: 1"=40' CITY OF SAN JUAN CAPISTRANO EHOINEERINO DIVISION o� as RANCHO VIEJO ROAD STRIPING PLAN a STA 68+00 TO STA 81+03 6» •• 6 N PREPARED Br: [ 7 KFM ENGINEERING,INC. n 4 W 77865Vm K. xA"8uIW5W •• •.•,•• Sn 4 cr IrvFr,CA82B14 NOTE A: REVISED LIMITS PER DESIGN BY OTHERS. 91BFG Dim B 808-8010 R.C.E. DATE 6_ a ORANN OESI CNEO SHEET DSJ NS SEE SHEET 8 FOR NOTES AND LEGEND. cx cK D Dale 1 1 a 1 1 4 05/2011 CITY ENGINEER R•C.E. 39370 DATE PAVEMENT REHABILITATION =_ # �� R1K�' •., '� DG IMPROVEMENT PLANS FORA - � �T � s . -rte 1 t 'tTfiR,6, IT+C C. I . P. NO. 07105) T�. CITY OF SAN JUAN CAPISTRANO CALIFORNIA PACIFIO 1,�GG��11N�Fpp OCEAN BEAI:H -�,;,i.l• RIYERSIDE d � PUBLIC WORKS DIRECTOR: NASSER ABBASZADEH SAN DIEGO ``ti.r� ISTRANO 0 .A SAN L 'ENT INDEX OF DRAWINGS INDEX OF DRAWINGS(CONTINUED) VICINITY MAP SHEET NO, DESCRIPTION SHEET NO, DESCRIPTION NO SCALE STREET RESURFACING AND STRIPING 1. TITLE SHEET LIST OF ABBREVIATIONS 2. NOTES 02. HILLSIDE TERRACE(STA. il+50.00 TO SADDLERIDSE DR.) !!! 3. TYPICAL SECTIONS.CONSTRUCTION AND STRIPING DETAILS 4. OUA"TIES ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION 9. NvqA A.B. AGGREGATE BASE PP POWER POLE A.G. ASPHALT CONCRETE PROP PROPOSED !A NBVTA AYTEIIUE(STA.61198.08 70 Y6k 8E6lADlT} ARHM ASPHALT RUBBER HOT MIX RCP REINFORCED CONCRETE PIPE GR CATCH BASIN SCE SOUTHERN CALIFORNIA EDISON 78, rhPiRWR i9 AWIMUP CF CURB FACE SDG&E SAN DIEGO GAS & ELECTRIC G CENTER LINE SDMH STORM bRAIN MANHOLE ALM jARD"i To MARINER-Rw) CMU CONCRETE MASONRY UNIT S.F. SQUARE FEET 12 'NORKS P-00 F16 75. DR DRIVE SM SURVEY MONUMENT EX EXISTING SMH SEWER MANHOLE FH FIRE HYDRANT ST STREET ' FL FLOW UNE TC TOP OF CURB CV GAS VALVE TRC TOP OF RETAINING CURB 78, PASEO SAN GADRiEL(AVENIDA BE LA V19A TO END INV INVERT WV WATER VALVE PCC PORTLAND CEMENT CONCRETE 09 A-1-F PAN AIR' GREEK DRIVE TO UTILITY CONTACT LIST UTILITY CONTACT TELEPHONE NO. LOCATION MAP COX CABLE RAY CASTRO (949) 546 2466 08. Ski'SM' ,,,..,GREEN AT & T VICTOR PEREZ (714) 666-5696 NO SCALE GREEIK ROAD(STA 9121004 MCI DON BECKERMAN (626) 666-3526 SAN DIEGO GAS & ELECTRIC ROBERT HOWELL 949 369-4721 q SOUTHERN CALIFORNIA GAS COMPANY GEORGE RICE �714� 634-3116 Ago oi) M e SOUTHERN CALIFORNIA GAS COMPANY — ROSALYN SQUIRES (818) 701-4546 TRANSMISSION DEPARTMENT UNDERGROUND SERVICE ALERT DIG ALERT (800) 422-4133 MOULTON NIGUEL WATER DISTRICT STEVE MERK (949) 425-3538 WATER SERVICES— CUSTOMER SERVICES STACIE SHEEK (949) 487-4391 PW DEPARTMENT — WATER MIKE SMITH (949) 487-4311 PW DEPARTMENT — STREET JAMES PRATHER (949) 443-6354 �6TMN�{4&Hb49B-i8--6FA.- 46r-6AIHN9�/1W6HMN 0437,BBi8�iA�+7+.HAl--. 111 1 60,011 40 END) E --�' "A (DELISPO 0-2FO VA- 11 96"" , CITY OF SAN JUAN CAPISTRANO 407, CAMINO LA RONDA(LA NOMA AVENUE TO STA. 10+50.00) PUBLIC WORKS DEPARTMENT ' 108. CAMlNO LA RONDA(VA. 10+50.00 TO VIA FIERRO)AND VIA P040(CANING IA RONDA TO VIA LSTANCIA) I 450. zz No L".Ffic 499 R9B�:e(sA9ATE Rar„rTO END) IMPROVEMENT PLANS FOR I GR;6T""" """"„"'"`” 111. McEG BE jigodi •" SAN JUAN CAPISTRANO -412, PA6FYd-BE�A1.:SE6�VI• �91A*0-END) Z 7- ROAD(STA 912500 TO VA 1-13. PAS DrTANUA(CkA`MA:RiRD� r.17) o TITLE SHEET pocro nop, -ORF V) IMPORTANT NOTICE 115. PASEO IA BRANZA(ENTIRE LENGID) w OEM G. BOBIi0651AM SECTION 4216/4217 OF THE ODYERNMENT 116. PASEO RRA(CALLE ROBERTO TO END) Tr CODE RQUIRES A DIG ALERT IDENTiFICATIOH V-17. VU1-A 110({1A1,ti1{IA T&-ElR7} CIVIL ENGINEERS NUMBER BE ISSUED BEFORE A LAND PLANNERS SURVEYORS; 'PERMIT TO EXCAVATE'WALL BE VALID 1111 H.BRAND BLVD., 202 FOR YOUR DIG ALERT F.D.NUMBER CALL 118. VIA PUNTERO rMINO iA RONDA TO VIA ESIANCU)AND GLENDAt,CR>t1202 UNDEROROUND 3ERv10E ALERT VIA ESTANOIA(VIA PUNTERO TO VU FIERRO} (ete)Ea-s2ae R.C.E.34561 DATE TOLL FREE - 1-800-422-4133 TWO WORK(NO DAYS BEFORE YOU MG. DRAWN DII—D EO AB SHEET CHOCKED CHECKED1 OF 117 m BY WWW,NLVADEK Of 2112038 LC.0 32310 DATE C7-355 2011-05-10 CONSTRUCTION GENERAL NOTES: CONSTRUCTION NOTES STRIPING NOTES 1. ALL WORK SHALL CONFORM TO THE STATE CONSTRUCTION SAFETY ORDER, 29.ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH ALL SECTIONS OF THE MUNICIPAL CODE OF THE 1O COLD MILL OUTER EDGE 1-5/8" BELOW GUTTER ❑F INSTALL 4" SOLID WHITE THERMOPLASTIC LINE PER CRY OF SAN JUAN CAPISTRANO,ESPECIALLY SECTION 6-3.06(8),(C),(D).AND(E),AND SHALL SECURE THE LIP TAPERING TO 0" DEPTH AT 6' FROM THE CALTRANS STD. PLAN A20A. 2. ALL WORK SHALL CONFORM TO THE CRY OF SAF!JUAN CAPISTRANO LAND USE MANAGEMENT CODE. SERVICES OF THE CITY'S EXCLUSIVE SOLID WASTE HAULER FOR THEIR SOLID WASTE HANDLING NEEDS. GUTTER. SEE DETAIL 6, SHEET 3. 2❑ INSTALL 4" SHED WHITE THERMOPLASTIC LINE 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING INSPECTOR AT(949)413-6354 AT LUST 24 HOURS 30.EROSION AND SEDIMENT CONTROL SHALL BE PURSUANT TIR BEST MANAGEMENT PRACTICES AND SHALL BE PER CALTRANS STD. PLAN A20A, DETAILS. PRIOR TO STARTING ANY CONSTRUCTION. INSTALLED AND MAINTAINED BY CONTRACTOR WRING ENTRE CONSTRUCTION PERIOD. 2O COLD MILL 2" AT PROPOSED JOIN LINE TAPERING 4. PAVING PER THESE PLANS SHALL NOT COMMENCE UNTIL ALL UNDERGROUND WORK.IF ANY.IS COMPLETE.ALL 31.CONTRACTOR SHALL PREVENT SEDIMENT, DEBRIS,ASPHALT AND ANY OTHER MATERIAL FROM ENTERING THE TO 0" AT 6' FROM PROPOSED JOIN LINE. SEE ❑3 INSTALL DOUBLE YELLOW THERMOPLASTIC MEDIAN UTILITY SERVICE CONNECTIONS SHALL BE EXTENDED BEYOND THE ROADWAY RIGHT-OF-WAY. STORM DRAIN OR ANY RECEIVING WATER.ALL STORM DRAIN INLETS SHALL BE COVERED WITH GEOTABRIC AND DETAIL 5, SHEET 3. ISLAND PER CALTRANS STD. PLAN A208, DETAIL 29. j 5. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE SHOWN ON THESE PLANS WAS SAND BAGS SHALL BE PLACED PER DETAIL 8 ON SHELF 3. 3O COLD MILL 2" AT PROPOSED JOIN LINE TAPERING ❑ INSTALL DOUBLE DASHED YELLOW THERMOPLASTIC OBTAINED BY A SEARCH OF AVAILABLE RECORDS. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR 32.IF CONTRACTOR DEVIATES FROM RECOMMENDED/DEStGNER TRAFFIC CONTROL,THE CONTRACTOR SHALL PROVIDE A TO O" AT 20' FROM PROPOSED JOIN LINE. SEE TWLTL PER CALTRANS STD. PLAN A209, DETAIL 32, THOROUGHNESS OF THESE RECORDS,APPROVAL OF THIS PLAN BY THE CITY OF SAN JUAN CAPISTRANO DOES PLAN SSGNED AND STAMPED BY A LICENSED CIVIL OR TRAFFIC ENGINEER.THE COST OF SAID PLANS SHALL BE DETAIL 5, SHEET 3. NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR THE COMPLETENESS OF THE LOCATION OF THE BORNE BY THE CONTRACTOR. ❑3 INSTALL THERMOPLASTIC PAVEMENT MARKERS AND EXISTENCE OR NONEXISTENCE OF ANY UNDERGROUND UTILITY OR SUBSTRUCTURE WITHIN THE LIMITS OF THE TRAFFIC LINES PER CALTRANS STD. PLAN A20C, PROJECT. 33,IN THE EVENT THAT EXISTING TRAFFIC STRIPING AND MARKINGS ARE OBLITERATED BY CONSTRUCTION.R SHALL ® COLD MILL 2" BELOW EXISTING ELEVATIONS. DETAIL 376. G. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION BE THE RESPONS#BILITY OF THE CONTRACTOR TO REPLACE SAID STRIPING. SEE DETAIL 2, SHEET 3. PRACTICES,CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY 34.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING WARNING SIGHS, DEVICES.LIGHTS AND © INSTALL 8" WHITE THERMOPLASTIC LINE PER FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION DF THE PROJECT.INCLUDING SAFETY OF ALL FLAGMEN IN ACCORDANCE WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION"MANUAL OF OS CLEAN AND FILL ALL PAVEMENT CRACKS WIDER CALTRANS STD. PLAN A20D, DETAIL 38. PERSONS AND PROPERTY;THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTAVOUSLV AND NOT TO BE TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES'. THAT 1/8". PAVE MINIMUM 2" THICK ASPHALT LIMITED TO NORMAL.WORKING HOURS. CONCRETE OVERLAY. 7❑ INSTALL 6" SOLID WHITE THERMOPLASTIC LINE PER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING CONSTRUCTION SURVEY AS NECESSARY TO COMPLETE 35.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTEST ALL TRAFFIC SIGNS WHERE APPLICABLE. CALTRANS STD. PLAN A20D, DETAIL 39. _ THE PROJECT, 36.FOR ALL DETOURS AND STREET CLOSURES,THE CONTRACTOR SHALL NOTIFY THE CITY TRAFFIC ENGINEER(949) ©COLD MILL EXISTING SPEED BUMP AND CONSTRUCT S. STATIONING REFERS TO CEKTERUNE OF STREETS UNLESS OTHERWISE NOTED. 493-1171,ORANGE COUNTY SHERIFF'S DEPARTMENT(9a9)443-6371 AND ORANGE COUNTY FIRE AUTHORITY NEW SPEED BUMP PER DETAIL 7, SHEET 3 © INSTALL 6" DASHED WHITE THERMOPLASTIC LINE PER CALTRANS STD. PLAN A20D, DETAIL 39A. (714)831-0872,AT LEAST 72 HOURS PRIOR TO STREET CLOSURE OR DETOUR. 7 ADJUST MANHOLE FRAME AND COVER TO GRADE 9❑ S. CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF EXISTING RAISED PAVEMENT MARKERS PRIOR TO O INSTALL THERMOPLASTIC PAVEMENT MARKINGS OVERLAY CONSTRUCTION.ALL CONSTRUCTION DEBRIS SHALL BE RECYCLED PER SPECIFICATIONS. 37.MAINTAIN 4'MINIMUM CLEAR SIDEWALK WIDTH AT ALL OBSTRUCTIONS. PER DETAIL 4, SHEET 3. ARROWS PER CALTRANS STD. PLAN A24A. 10.PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE OF THE STATE OF CALIFORNIA.EXISTING 3B.CONTRACTOR SHALL PROVIDE A CLEAR UNOBSTRUCTED WALKWAY FOR PEDESTRIANS PAST WORK ARIAT HO O ADJUST VALVE COVER TO GRADE PER DETAILS, 10 INSTALL THERMOPLASTIC PAVEMENT MARKINGS SURVEY WELL MONUMENTS INCLUDING CENTERUNE TIES SHALL BE NOTED AND DOCUMENTED BY THE CONTRACTOR TIME SHALL PEDESTRIANS BE DIRECTED INTO A VEHICULAR LANE. SHEET 3. SYMBOLS AND NUMERALS PER CALTRANS STD. PLAN PRIOR TO CONSTRUCTION.IF MONUMENTS ARE DISTURBED OR DESTROYED DURING CONSTRUCTION,THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING SUCH MONUMENTS, 39.NO STAGING OF CONSTRUCTION EQUIPMENT SHALL BE PERMITTED IN THE RIGHT--OF-WAY. A24C. ADJUST SURVEY WELL MONUMENT COVER TO 11.CONTRACTOR IS RESPONSIBLE TO CONTACT COMPUTER SERVICE COMPANY AT(951)738-2078 AT LEAST 46 HOURS 40.A TRAFFIC CONTROL PLAN SHALL BE REQUIRED FOR ALL LANE CLOSURES.SAID PLAN SHALL BE SUBMITTED FOR GRADE. 11 INSTALL THERMOPLASTIC PAVEMENT MARKINGS IN ADVANCE OF ANY EXPECTED CONSTRUCTION WHERE LOOP DETECTORS WILL BE DAMAGED,CONTRACTOR SHALL REVIEW AND APPROVAL BY THE TRAFFIC ENGINEER PRIOR TO ISSUANCE OF AN ENCROACHMENT PERMIT FOR WORDS PER CALTRANS STD. PLAN A24D AND A24E. ALSO CONTACT PECK WITHIN 2 HOURS ATTER INTERSECTION LOOP DETECTORS HAVE BEEN INSTALLED AND WORK IN THE RIGHT-OF-WAY. CONNECTED TO RESET THE SIGNAL 10 ADJUST VAULT / MANHOLE COVER TO GRADE, BY a.PER CITY COUNCIL POLICY 505.NICHT TIME CONSTRUCTION WORK WILL BE REQUIRED ON HEAVILY TRAVELED OTHERS. CONTRACTOR SHALL COORDINATE WITH 12 INSTALL 12" THERMOPLASTIC CROSSWALK OR LIMIT 12.PRIOR TO CONSTRUCTION IN THIS AREA,THE CONTRACTOR SHALL NOTIFY THE CITY OF SAN JUAN CAPISTRANO STREETS(IN NON-RESIDENTIAL NEIGHBORHOODS). REFER TO POLICY FOR AFFECTED STREETS. UTILITY OWNER AND PROVIDE NECESSARY TRAFFIC LINE PER CALTRANS STD. PLAN A24E (COLOR AS REGARDING THE PROPOSED CONSTRUCTION.AN ENCROACHMENT PERMIT SHALL BE OBTAINED BY CONTACTING CONTROL FOR UTILITY WORK. SHOWN), WHERE APPLICABLE, REPLACE EXISTING MS.IRENE MARCOTE AT(949)443-6352. 42.INGRESS AND EGRESS TO EXISTING ESTABLISHMENTS SHALL BE KEPT OPEN TO THE SATISFACTION OF THE CITY WITH SAME PATTERN AND COLOR. ENGINEER. 13,ALL WORK SHALL BE ACCORDANCE WITH THE SS AND SPECIFICATIONS DEPS FOR T.PUBUCSTA WORKS CONSTRUCTION 1 f ADJUST EXISTING STREET SIGN TO GRADE PER CITY 13 INSTALL 4" THERMOPLASTIC YELLOW CENTER LINE (200fi EDITION),ORANGE COUNTY PUBLIC FACILITIES AHD RESOURCES DEPARTMENT.STANDARD PLANS(LATEST STANDARD PLANS ❑ EDITION},AND IN ACCORDANCE YlIIH THESE PLANS AND SPECIFICATIONS,ALL TO THE SATISFACTION OF THE CRY 43.SEE PROJECT SPECIFICAT30N5 FOR CRY OF SAN JUAN CAPISTRANO STANDARD PLANS AND WATER NOTES. EXTENSION THROUGH INTERSECTION PER CALTRANS ENGINEER. 12 REMOVE EXISTING SIDEWALK OR CURB RAMP STD. PLAN A20D, DETAIL 41. 14.WORK SHOWN OR INDICATED ON THESE PLANS,OR CALLED FOR IN THE SPECIFICATIONS,BUT NOT INCLUDED AS AND CONSTRUCT 4" P.C.0 CURB RAMP PER 14 PAY QUANTITY ITEMS.SHALL BE CONSIDERED INCIDENTAL WORK,THE COST OF WHICH SHALL BE INCLUDED IN S.P.P.W.C. STD. PLAN 111-3, DETECTABLE INSTALL 4" THERMOPLASTIC WHITE LANE LINE❑ UGH INTERSECTION PER CALTRANS THE CONTRACTOR'S 910 FOR PAY QUANTITY ITEMS. WARNINGS TO BE "ARMORTILE CHARCOAL GRAY" EXTENSION STD. PLAN THROUGH DETAIL 40, 15.ESTIMATE OF QUANTITIES IS APPROXIMATE,THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIESf3 INSTALL DETECTABLE WARNING SURFACE PER AND CONDITIONS AT THE SITE. $.P.P.W.C. SID. PLAN 111--3 1s INSTALL THERMOPLASTIC BIKE LANE ARROW AND 16.THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING LITILRiES,PAVEMENT,CURBS,TRAFFIC BIKE LANE SYMBOL PER CALTRANS STD. PLANS STRIPING AND MARKINGS,TRAFFIC SIGNAL EQUIPMENT(INCLUDING DETECTOR LOOPS),STRUCTURES,TREES, i4 REMOVE EXISTING SIDEWALK OR CUR8 RAMP A24A AND A24C. LANDSCAPING, IRRIGATION SYSTEMS,AND OTHER IMPROVEMENTS,AS A RESULT OF CONTRACTOR'S OPERATIONS AND CONSTRUCT 4" P.C.0 CURB RAMP PER 1s REMOVE AND INSTALL INDUCTIVE LOOP DETECTOR AND WILL BE REQUREO TO REPAIR,REMODEL OR REPLACE SAME TO THE SATISFACTION OF,AND AS DIRECTED CALTRANS STD. PLAN A88A & ABBB. RY,THE ENGINEER OR UTILITY COMPANY. (Typ), 17.THE CONTRACTORSHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 17 INSTALL 12" WIDE SOLID WHITE CHEVRONS AT 10' I 72 HOURS PRIOR TO THE START OF CONSTRUCTION.R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SPACING COORDINATE ALL THE PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 18.THE WORK SIDE AND EXTERIOR STREETS SHALL BE MAINTAINED IN A HEAT,CLEAN,HA2ARO FBI ORDERLY 16 PROTECT IN PLACE STATE,THROUGHOUT THE CONSTRUCTION PERIOD,CONTRACTOR SHALL SWEEP THE ENTIRE LENGTH OF STREETS BEING WORKED ON WITHIN THE PROJECT UNITS WITH A VACUUM/BRU5H TYPE SWEEPER DAILY.THIS REQUIREMENT 19 REMOVE AND REINSTALL B" DOMES DOES APPLY TO PORTIONS OF THE PROJECT AREA WHERE THE CONTRACTOR IS NOT WORKING.SITE SHALL ALSO BE CLEANED UPON REQUEST OF THE INSPECTOR.THE CONTRACTOR SHALL IMMEDIATELY HAUL AWAY AND DISPOSE 20 INSTALL DOUBLE YELLOW THERMOPLASTIC LINE PER OF,OFF THE PROJECT SHE,ALL EXCESS EXCAVATED MATERIAL AND CONSTRUCTION DEBRIS.ALL DISPOSALS SHALL CALTRANS STD. PLAN A20A, DETAIL 22. BE AT THE CONTRACTOR'S EXPENSE.ALL CONSTRUCTION DEBRIS SHALL BE RECYCLED PER SPECIFICATION. 19.CONTRACTOR SHALL NOTIFY CITY FIRE(714)744-6455.AND CRY POLICE DEPARTMENTS(849)770-6911,72 21 INSTALL DASHED YELLOW THERMOPLASTIC LINE PER HOURS PRIOR TO THE START OF CONSTRUCTION. CALTRANS STD. PLAN A20A, DETAIL 1. 20.THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT 22 INSTALL PARKING LINES PER DETAIL 9, SHEET 3 ALL TIMES,AND HE SHALL BE FAMILIAR WITH ALL APPLICABLE STANDARDS AND SPECIFICATIONS. INSTALL CROSSWALK LINES PER DETAIL 10, SHEETS 21.THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER 23 WATERS MAY PROCEED UNINTERRUPTED ALONG THE STREET OR DRAINAGE COURSES, 24 INSTALL FIRE HYDRANT LOCATION PAVEMENT 22.LOCATION OF REMOVALS AND WIDTHS OF REMOVALS INDICATE SCOPE OF WORK AND ARE APPROXIMATE ONLY. MARKERS PER CALTRANS M.U.T.C.D. FG. 3B-102(CA) ACTUAL REMOVALS SHALL BE COORDINATES WITH THE CRY INSPECTOR IN THE FIELD. 25 INSTALL 4" SOLID YELLOW THERMOPLASTIC LINE PER 23,ALL EXISTING IMPROVEMENTS INCLUDING CURB AND GUTTERS,SIDEWALKS,ASPHALT CONCRETE OR PCC PAYING CALTRANS STD. PLAN A20A. WHICH ARE BEING JOINED,OR MATCHED IN CONNECTION WITH THE PROJECT,SHALL BE JOINED,OR MATCHED IN A MANNER SATISFACTORY TO THE CITY ENGINEER.INCLUDING NECESSARY SAWCUTTING, REMOVAL,OR CAPPING. 26 INSTALL 12" DASHED WHITE THERMOPLASTIC 24.WHEN CURB AND GUTTER AND/OR SIDEWALK SUB GRADE 15 OVER CUT E"OR LESS,THE SUB GRADE SHALL NOT BE CROSSWALK OR LIMIT LINE PER CALTRANS STD, BACK FILLED AND THE CURB AND THE GUTTER OR SIDEWALK SHALL BE POURED TO A THICKER SECTION DIRECTLY PLAN A24E. ONTO THE OVER CUT SUBGRADE.WHEN CURB AND GUTTER AHD/OR SIDEWALK SUB GRADE 15 OVER CUT IN EXCESS OF 1".THE SUB GRADE SHALL BE BROUGHT BACK TO PROPER LEVEL WITH CLASS 2 AGGREGATE BASE WATERED 27 INSTALL R81(CA) AND R81B(CA) SIGNS. AND COMPACTED TO 95%MAXIMUM DENSITY AT OPTIMUM M06TURE. 25,PRIOR TO APPROVAL OF IMPROVEMENTS BY THE ENGINEERING DIVISION AND ACCEPTANCE BY THE CiTY, 28 INSTALL PAVEMENT MARKINGS FOR SPEED HUMPS CENTERLINE MONUMENTS SHALL BE SET AT ALL POINTS OF INTERSECTING STREETS,BEGINNING OF CURVES, PER CALTRANS M.U.T.C.D. FG. 3B-29(CA) OPTION C, POINTS OF REVERSE CURVE,END OF CURVES,CENTER OF CUL-DESACS AND ANY OTHER POINTS DESIGNATED AND/OR PER DETAIL 12, SHEET 3, BY THE ENGINEER.THIS TO MONUMENTS SHALL BE SET WITHIN 90 DAYS AFTER COMPLETION OF IMPROVEMENTS AND COPY OF SAID TIES SHALL BE FURNISHED TO THE ENGINEER. 29 INSTALL PAVEMENT MARKINGS FOR SPEED HUMPS PER CALTRANS M.U,T,C,D, FG. 3B-29(CA) OPTION B, 26. MONUMRE-EST BUSH :A LICENSED LARD ST CML SURVEYOR TI REQUIRED TO SET NEW MONUMENfION I ANDS CI AND/OR PER DETAIL 13, SHEET 3. RE-ESTABLISH ANY DAMAGED OR DESTROYED MONUMENTATION DURING CONSTRUCTION/E%LAVATION IN THE CITY / RIGHT-OF-WAY.MONUMENTS AND CORNER RECORDS SHALL BE SUBMITTED TO THE CITY ENGINEERING DIVISION AND FILED THE COUNTY SURVEYOR IN COMPLIANCE WITH A9 1414 AND SECTION 6771 OF THE BUSINESS AND PROFESSIONS CODE. CITY OF SAN JUAN CAPISTRANO 27. REV15TONS SHALL NOT BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. PUBLIC WORKS DEPARTMENT 28 THE CONSTRUCTION OOF THElPROJECT.AS ARTOBTAIN A CITY FOFA THATASN PERMIT.CAPISTHNCONTRACTORMWILL BE RIEQURED TO ADHERE IMPROVEMENT PLANS FOR TO THE STANDARD ENCROACHMENT CONDITION$INCLUDED IN THE SPECIFICATIONS OR PROVIDED AT THE TIME OF PERMIT ISSUANCE. SAN JUAN CAPISTRANO o NOTES N > GEORGE G. 906HOSSM aa Asm. IN IL EK HEIRS LANDC[V PLANNERS SURVEYORSMIT ' 1111 N.RRAHD BLVD.,/262 CLEHDAU:,CA 91202 (am)241-9996 R.C.C.34361 DATE DRAWNM111EO FD AB SHEET CHECKEDCHECKED 2 OF 119 BY BY KMSDT ABRA57ADDA CHT DOM RC.L 393M DATE 07-655 2611-05-TD ol= a PER PLANS PER PIAN VARIES PER Hors r YmES PER PSIS P PER PLAINS ' 1� F vue[5 vuMs PER PLANS vARtHER s Pv ryuFINISH 0.75'B vAn�S •„� o o SURFACE a 4.0' is 3.00' =I 18 OVERLAY AC INSTALL 4'WHITE 2'u Elf.FINISH $ 2• oYEMAY I ACE SURFACf� THERMOPLASTIC STD.PLAN A20A. 2.25' -Ilw -------- '-- -2. �'--- EXISTING CURB - ��-1-.i COLD WILL AND GUTTER Sl2 ---- "MTV.) F%.AC EX.AC SURFACE HEREON GYP �n� PAVEMENT PAYEMEHE 1 GRIND ALONG EDGE OF GUTTER SCALE: N.T.S. 5J TRANSVERSE COLD MILLING DETAIL SCALE: N.T.S. 9 PARKING SPACE DETAIL SCALE: N.T.S. NOTE: 1. REPLACEMENTS SHOULD BE THE SAME AS VARIES PER PLANS EX, CURB EXISTING EXCEPT WHERE CHANGE IS 3� 0' 2_0' 3.D' 20' 'J.0' AND GIITFER DESIGNATED. YAPoCS PER PUIrs � 2'AC YAMEB PER PIANS VARIES PER PUNS .- VARIES VARIES PER PUNS vu®PER PWrs rARRS I 4 S/8'L1P OVERLAY INSTALL 12•THERMOPLASTIC EX,Flxxx I 1 1 CROSSWALK OR UD. UNE ' SURII IL--- PER CR AS SS SIO. PLAN A24A s¢GUM I (COLOR AS SHOWN ON THE PLANS) m'P-) eEA[011j_ 2'\ CamMAIL - I -- OFCOLD M`1`Lt I 1-5/B' I ---- \I --- I J INSTALL 24'THERMOPLASTIC UNE L -- 0.14'GRIND OLD MILL 2'AC AT CUTTER SURFACE (COLOR AS SHOWN ON THE PLANS) ER,AC OVERLAY 2 FULL GRIND SCALE: N.T.S. B GUTTER LIP DETAIL scAtL: N.T.S. 10 CROSSWALK LINES DETAIL SCALE: N.T.S. \ 8' 6 FINISH CONCRETE COLLAR SHALL BE 560-C-5250 Y j N N NOTE NO.2 SURFACE EW RISER PSI TYPE V AROUND VALVE COVER FRAME. n E' PIPE& CONCRETE COLLARS TO BE ON ALL VALVES w c 2" AC IN PAVED AREAS,VALVES TO BE RAISED OVERLAY I COYER TO GRADE&CONC.COLLARS POURED — ` `` — — ——— — AFTER FINAL SURFACE COURSE IS PLACED r7YF T I T I TOP EXIST.PAVEMENT AT 4 -- 12' 'Il 2'A.C.PAVEMENT EXIST.CURB ` PROPOSED AC OVERLAY 12' - 2 I SECTION A-A B COLD MILL EK.AC d1 SURFACE PAVEMENT EXISTING CURB _ EXISTING?� � AND CUTTER AC PAYING ss' (awiN)`EEXISTING w B 11 GRIND ALONG P.C.C. CURB SCALE, N.T.S. AC PAYING z 6" TYP o a 12'MIH CONC RING 8" TYP VARIES d 36'MAXTYP RING OF ROADWAY OF ROADWAY ^� A _�A NOTES: L- 9.5' PER PLAN PER PIAN CENTER OF CENTER OF 1. ADD EXTENSION RINGS}AS REQUIRED TO MEET NEW FINISH CRAOE, NOTES; TACK COAT EDGE OF ' TRAVEL UNE EDGE OF TRAVEL LANE ` 1. SPEED HUMPS SHALL BE LOCATED BY THE GUTTER PAVEMENT PAVEMENT f 2. IF THE SEPARATION BETWEEN VALVES IS LESS THAN 3 FEEL THE CONCRETE ENGINEER,ANO/OR AS SHOWN ON PLAN. SECTION B-8 } REPAIR SHALL BE MDkOL1THIC TO AN EXTERIOR DIMENSION OF 6-IN AROUND CENTER OF _ l _ 12•(TYP.) CENTER OF _ _ 12•(1Yp,) THE VALVE CLUSTER. 2. SPEED HUMP SHALL BE CONSTRUCTED TO A SPEED HUMP -I SPEED HUMP -� HEIGHT OF 3'PLUS OR MINUS 1/4'AT THE 1 1 3. WATER VALVE COVER AND BOX TO BE SUPPLED BY CONTRACTOR.CONTACT MIDPOINT,THE CORRESPONDING SHAPE SHALLAt MR. ERIC BAUMAN AT SAN JUAN CAPISTRANO WATER DEPARTMENT, FOLLOW A CIRCULAR ARC(SEE SECTION A-A) EXISTING CURB (949)487-4312. AND GUTTER 10.4" _ 3. ASPHALT SHALL BE PLACE IN 2•LIFTS. i' PLAN VIEW !2'WHITE 12•� 12•WHITE MINIMUM AT HIGHEST POINT. 12" MARKINGS * MARKINGS 3 RAISED VALVE COVER (TYP) SCALE: N.T.S. 7 SPEED HUMP SCALE: N.T.S. NOTES. t 1 -- -- I. ALL SPEED HUMP STRIPING SHALL CONFORM TO I. ALL SPEED HUMP STRIPING SHALL CONFORM TO CALTRANS M.Gd•D.D•FIGURE 311-29,OPTION C. SCALE: N.T.S. CALTRANS M.B.T.D.D.FIGURE 3B-29,OPTION B. SCALE: N.T.S. "a 12 SPEED HUMP STRIPING DETAIL 13 SPEED HUMP STRIPING DETAIL II INSTALL CIRCULAR CONCRETE NOTES:. (560-C-3250)RING 1. GRAVEL BAGS TO BE PLACED 2 HIGH. ELEVATION OF 2. CONTRACTOR SHALL INSPECT,CLEAN.AND 2'A.C.PAVEMENT EXISTING MANHOLE CIRCULAR RING TO MAINTAIN ALL PROTECTIVE MEASURES DAILY. PROPOSED FRAME & COVER MATCH THE SURFACE AC OVERLAY DEPTH 6" OF PROPOSED AC AS REAR T 1 OVERLAY GRAVEL BAGS (SEE NOTE 1) CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT EXISTING ` GROUT '• GEOFABRIC IMPROVEMENT PLANS FOR AC PAYING 6• TYP � �� CURB SAN JUAN CAPISTRANO EX TING SO INLET GUTTER o CONSTRUCTION AND STRIPING DETAILS MANHOLE I I V9 ----_J Uk0 CIVILPUNN� RS SURVEYORS ' 1111 N.BRAHO BLVD.,f 202 �+ � W'm GLEN..CA 91202 (BI3)241-9998 R.C.E.31361 DAIS DRAWN UE51-11 $+LEFT 4 RAISED MANHOLE COVER (TYP) SCALE: N.T.S. 8 STORM DRAIN INLET PROTECTION DETAIL SCALE: N.T.S. CHECKED CHECKED 3 OF 119 4 � HAM AMIASTADM Cm ExwrtR RC.E.393ro DATE 07-355 2011-05-10 117YYYYLT�OTTRL�RT,7iYYE9}r.T._�wYYYYr!'fRT^SOYYYYYLT�l7,fYYYYYE►=Y➢➢YT!!T���wwww w YYYTR7 YYYYYYfRS_wwRLf_ww�.LE=lRl�t'TT,�lT7��wtRT.�ww�t7wlt'7►!�C_ - -wI�Y.Wf�11Y��"''�w�Y�wYi Y��iEYi.li�wwwwwiY_i.i��w��ilfnl��w-••••,--_fY_�IYi��YY�w�lliliw��1_w�1iY�iir .r�YY>�IYYr�w�+*.w�e�r.*A�I��r�■w�w�a lwwww w YY��www■��www�wwwwwwwwYY>:e�li sir.��woYmz�oY��+wYYis�e�YY>:IYY>:a�+swllwwwwwrwwwllw�wYY>zer�wYY>��wwwwwwwww!' _.:_...:,__,_:,:.:.,.:..:_.::.:._-,..__,:,:,:....:_.:_.,:..._..:...:.:.;. _...-��+��wq"`--�Y➢YiliiYi��wi�iY➢➢➢➢➢➢lliwwwwwwwwwYYYIIIwYYYY_wlw"•'-wfl➢iiiiwwwwwwwww Yrl�w!rrYYY�tal�maYY��YY��onYmr�wonnnY�iwiwwwww w w wwm��w�www wwwwwwwwww YYYYV7TiYYYYY:[>twwwww•wwlwwwwwww YY�Y_w w��ww www rwrwwwwwwwwwY�i — —�r�iww�w�ww_iw�iiwww��www�won_Yrr�Y�wwwwwwrrrr�wwwwrYrrY�Y� ar�YY�mYriaYY�w�wortiFtr��wrYw�wYY��YY=YY�wwwYYi�lwwwwwwww�YYtrwt�wwwYY�r.�wwwwwwwww �i'ii�!BIW 7�^`..-wiYurY>iii!!wi'�lwww�wwww�wY➢YYI�www�H�ww�wwwwwwnw�w� • .- . - !.L•1*�i.L�lL7I7�wll.T.�wYYYYrRR'_OYYYIIiR�OYYYYEL�OYYYYL�w�l�wwww�wYYYY/!'E_YYYYYYYI'lIYYYYYYYY�I!T��w♦wACR�w�.T.*;7www�_www�YYl7E1tii� �..:__,-a,:.:.J-.::d._____.,-.:..__.:.,...-:�.._�_i111ilyV -�•,.-�I�iiiYitw"•�.-w�Y��wii�sf���i�Yl�wwwwifi�i'-��i�w�wl w�iaf�'rw�l.rwww_ii�wwww_il.i ,... .., .- _ �wr�l�+.�oirm�oYrer�ww�rr�ra�ll��wllwwwww�onie�wwiwYY��wwwwwwwww���YYww�,ra �— —kiY��YfiYYikll��wwY➢➢YWiYiliwiwwwY>��_wonri�wonnnntii�w,wwwwwwwMwwwwww�arrY� r�onz�armawwwYY�re�Y��onnnYr�onnr�wlYi�wwwwwwww�wrr�wwwwwrrwwwwwwww� __ lYwYi;cii��aY>tui�iimYwY_wwir�riaYYYYYi.�!lwaYYYYvilwwwwwwwwlwi�wwwwwwwwwwwww .. .. �ll��il'#�,T�7�1111111_w7,l�wltT.T.►_w�!l�wl�wwwwllT���ww_�wlwwwwwwwwwwww!!!� ..__ ... _.,..,,....._.._., __,..,-.,,.._ Y�r��r.`r�w�^`••�wrliY�w_i7w w���iwwww�_����w�w�wwwwwwwwwww��ii _ Y➢➢n1RiYY*[�Y➢T.7T.l�wYYrll�wl.T.�Ir�YY=YY�YY=aYY��wYY�YYflwwY�l�!!l>wYY1.}.�wirYYY»Y��YY�wwwYY�7}�wrrrw wwww�rlr!�Y� _ _ iY'ar��pifi'�w�••••�wiioY�i��'�i�wi�wwwwi�w '�ww�w��www!'•,.-wwwwwwww�,.- ■1.7T!'.7i�L7��T.7S'r.7rwY11Y71;71wl�T!!_�7�!!illYi w�iwwwwww�T.tw�wiw�wl wwwlST�wwwwwww�lll� ���i�111:IG'iii�w�•,-wiIiiY�wl�iiii wiisiwwwr�l�w""-w��w�wlwww�..•-wwwwwwww�-- __,:...._..+----,.__,_.....-:.-_-.-._..__ _ YYIR�YYiTIYll'L•1lY1wl.�}.�wll7ST�!!YY=�lSw!!lIwYYYt�BYI�YYZT�Y➢YLT,�ww•��wwwwY'wwwwwwwYYfT! -- iuiir�aYtiarr�w—"'—wrYl'YY�wlwwllwwi�w�'i��ww�w�wlwwwwwwwwwwwwii� ._._..._....._._:.•.�.,--�..,._.:_....•-,�_:�..,--�...._z... ���T��*X1111111_���1�_RIT._��!_l�wiwwwwwwwwwiw�w�wwwwY'wwwwwwww� �r�Y»�riw—""�w�liYt�wlww wiwwwwwwwwiwwi�wwwwwwlYiiwwwwww .. _ -- - - .-.. -.. BY1R�iYYYYf7�B1'T'Y!lL7wl7��R'1R7�!llRT�l7i���l�wYYYYYY/liwwwlYYY}T�YYYY3.�wrlRri7.�Y1�YYST.�Yll!!}T.�wwRT1rYY1UIT.E1.7171YUP.7l�IYiTI.�YYI'!!1*�!'1�_�R�YY1T�wYY2l1.7Y� s'BJCar��-•"••�w�^•.:.•�f�7i�l:arG�ii��G_�iiwi�iiiwi'liiliG�w�(iL'i�lYi+iiw�ifi�,"..,-ww�IC�i�Gir'afJirYiiSlr��'..-",.r._��,.,_ ���_.�.._� _ YwllYf��lT!l1711Y1��7!!�w!!L'7�'!'�ll�T�!!,Y'wwwwwwwlfl'M.lTl�l7.rw■w�!'1�lrwRT.7�f11lStlR7l�Rl,wlYl!'�wwwwlRlY1 - � —�--'..^,..—w�enr,_w—..,.....-i�ilii'iw�iiwfliww���w�-...��....�----:.-i��-�.��.,.-_^.••._sr:�w�aaaawwww�a.a _ ww�YY�Yvrs��wwwr�r7��wYY�.�llwwr��wwwwww���wwwwwwww�ww������Y��w�' __ YY�erYY�YY�Yv.7.e.�Y'�w�rrr�YYsr.R7�wwlwllwwwwwww���wwwwwwwYYYwY>'wwww�Y>'� - �ii�-.".•...-llti'SL'aw�-'"'•.-i��ii'�w1��wwwi���www�w�w�wwww�wwwwwwwYw _ �11T_lTlllwl.R�w�l7l��7LT.��/Ta111111��!lw7l�iwwwww�.7iwwiw�w�wwwwwwwwwwww��� CONSTRUCTION ... __ . .. _.._. _.r .._.:,.,:... ,._:,:,; iia iY�OYi��iB'lL'Sw•wwOwl0000Owww•�w�wlwOOwwwo©OO��i� ��IYYYR7017A�Y/U7!RJYY1w1�RR�117.R_wi7i1�7_ww iwwwwwil!_wwiw��w7�w11�i wlA�wwwwwwww_w�� - �ii�t47ia�GL'i17�ac-:'��.m"•�� -�wlilisi iilatiiwiii�i_iii�ia`�i7�iw��ao�`�_'=,:�i�_r.:.a i�����i�iriwOo�'r� �l71�ir�ilY#l77wwll�k����iw_�iwwwwwww�w��www�wwwwwwwww _ _ � _ - � -_ _ _� ���o.,R.,�,��ys:1rY��arassasal�a�io�'�0000Ow�'^�ww��L•Y��"'�*�000�^-:��:�wwwwwwwOww� sa�r•171.b'Y��'yat}ry�rY»E�rRL'_�YYit:aYYl�iaYYl��Ot�x�OYYI�YYI�YYI�YYI�wYllBti�ilt�w■w��k:.F'� w01.7t1 F7ik:l.F=�Lj�`.f(,w!]1['.•7w _ _ - - YY�w�YY��IY�Yw�Yww�wwYwYnww�onw�w_wwlwiwwwwwwww���www�_wwwwwwwww - �""''-W�^"''-Y16LLi�JYYiSlL'��"x"��YYit,YY�ilillYY�wYYiaYYi�wY➢Y�aw•w�wYYlwlwwwlY➢➢:Y�Y➢➢Yio00000o�ICaa . :: � �.. : ....: .. .... �..., , YU.7T.l71YYl�lY1.717l1Y3S'/�ww�!_797Y1w1YY1!!!_!_�l,ww_w_!l1171YY1117Y1wYYl,I��YYl�7.�_NR.��ll1wYYlRlwwwwww��rl.M� �ionwrrY»tirr�srr��wYuwwwwwwl��ion_w��w��Y�l�I�wwwwwYY����wwwwiwoY_w���ww�w.wwwwwwwww YIYL'C7�YYliilwwYlU`Y]la�'".II�wYY�7awllw�YYl�w6�YY�YY�YYwYY�wYY7oYYi7wwwwlYY�YY�oYY�YY�wY➢Yll7YY�YY�a ,._ .. ,_.-_,_ w��+�iwww��w_w�wwwwiwwwwwwwwm�wonY�wiwww_w_wwww�ww�w��ww�..�Y>' �ti.a��y�rwue_YYYYYYY� L _ ��Itiw�i>'ww�w�ww��iiwwwwwww���wwwwwwwwwwwww �tSiEIl'lCalY��r•:��w�'vrn.�w!!011oO�>•Owi�l��oOwwOO oO ww00000� ---.._...,.-'---'- ------ -- _t���YY�:ancu��Yii�Yl�YYI�YYi'L�L'1'aYYs!©!i'itQOYYI�YYI�YYYIYYI�w�t�Ow■OvwYYI�YYwOYYI�wOlwwwwo!saa w���www_wlw_wwi��iiwwwwwww���www�wwwwwwwww - tna��:�tRs.:•�wt0'1��0_!-x.:i_w�i!!VlOO�OOOhYwiiOOwOOOOOOYIIIIYiOwllllllif OOa w k1*�i www��w��iwwwwwwww���www�wwwwwwwww tF:�12a��I��YYYYYIit1.1.�YY�YYlI�1:7 S�l��i�YYfiolY�ii�io��YYli��:_tLawOooYYiiO000woYY�OYYYYiwOYY7����_a w YYYll*41Y1�i www�w�ww!wlwwwwwwww�wi�www�wwwwwwwww� _Lli sra�.cs _YOfi_fLLL��������i0v000000O0vvo00oo0000000 _ _ _ wi��lww�wYY�YY�YY�Y➢➢➢Y11wwY➢➢➢}p�l�YY1llYYl�wwY➢➢➢➢YIlY➢➢1Y�ww�Yl>wA�YYl��www�wwwwwwwww �L2i sl'a�6LL�YY:a►:a��YYI�YYIl6•EL'�YYI��YYisYYl�l,l�'�IYYf�vYYI�YYI�YYIF]t�YYtit�w�wYllwYY�ONLLiiil!�YYw_IY�YYI�wwwwwYYl�YYl�wa wtll�i wwww�w�w•w•�wiwwwwwww�—�www�wwwwwwwww _ .µ�i7��exx��•'��:.n:.r�Ot7�U�w�T�fi1�F������!�IYY�'�wYYY17.iw���fY��'F'�o� �YYYYtiiooYYYYYY�rioww0000s'�•>'� w Y„�—i"'�w��wYY�w!!!llwwwwwww--w.www—rwwwwww��www� �we.,.�l2�ri:e:..��R.iut�:�.ywEFrw eF��n��•>.����l,iltlifl�ESE�i�w��lLi�w�w�w:.r:rr�r wO�w:vr��k:�.rr�;IESYSt71>>�kY�!JtESf tl3�t.p_OO W�.k7 - - ---- i::via�w-r:._Off,:�1o�7EiwYY��YY�YY�YYiioovooYYY�oYY�:e7JtiYYY»�ivow0000S�YYfio��r©YYI��r�'�r rw��rYYr■ ����wwllYY�l�iwww!llwwwwwwww■��www��wwwwwwwww t lia _ .OY�:-` �IS��S�S����O_��000il�:�_i�l_000000 Otr.r _0000000�_�L�� IYYw�lwwi��woY_wllwwYY�lw�Y_�YnY_���www��ww�www�w wwwwww ww - - -- �Ff��•Yrsy1.LYa�,{,ww�Fll'S�_����lollY�00000nrraoowY�otwwooYY>wl�000000�c_� _..--. .._.__... -..-•.... .. .. .,_._ ��.�iwww�w!lliiwwwwwwwwiw�w�w7ww�wJ'wwwwwww - - - - - Ersa�000r�ra��xx��-a��i�os�ovoov0000vvv0000s�a0000000a ®�0�0�©0©00000000®00000�0�y000y0y0�0 - - - - - iiia■�����i�i"■��ii�fi�i�i�i���Yf�����ii����ii�����������Y�����������������f �I� i �7 �i-�i- �s7s7•sa'lI�YYiwi �r#wwwAiii 7 w oOOiOO� YY= r+,n�wryrnw�7.wiww!lwlwwwwwww�Y>'��www�wwwwwwww�w� "` - - '--'"'-- ` -'- _li_ii�-�"-iii'L"�i����a��i�Y��w����w•�r7•����i�i��iiiiii�iiiiiiii iiiiiiiiiiYiiii J YYYYY27l.71 YYre�w.�wYYswrw�r7awww!llwwwwwwwrwt��www�w www��wwwrw� _ _ - _ _ �_�w-....,�_��,.,.��i_..^._..����i��i�■Ar�wii�#R7•i➢11iiA��i�iAwilf�itYYi��ir_Yiii�iYYYiiwi�i•1111ii Yui YYre��.�rY��w�wYY>�7w�www!llwwwwwwwYw��www�w wwwwwwr.���� ' - - ifiiii��^"`�Ys'2Ca�i—�,••�•�ws7,ia,i.�lOi��illYl��fl�ww�iiiiiiwwwwliiwilYliiww©ilii m m�a�s�aasaaassesa©aasssaaas saasasaea m m®a�s�aassaassasasaaa�ssaaassa■�sasaaa YYYtilTR7�!!!•YY17R71www�YrlYwiwwwlwlwwwwwwww�waY��wriw�YY�wwwwwwww� YY1iY_YYYTi�-"..,-YYYYYti�YYYYYYtiiiif-"^•,"-YYYYYYYYYYLl�lSi•Y�swi wYYYYti�YYYYY�YYYYYiYYYYtiiwYYYYYLSwwIw�w1YYYYtiiOYYYYYYTiiO®wwwwwk�ww . err.�sraYuse�r�ww��w�lir�wwlwlwwwwwww���www�wwwwwwwww� m m�a�s®aassaassasa©aasssaaasaaasasaaa atm�aas�aassaassasasaasssaaasaaasasaaa ®m�a�s�aaassaassasa©aasss_aasaaasasa®a ����0��■�®®00000000®000v0�0�000©0©000 VIA ESTANCtA(VIA CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT ------- IMPROVEMENT PLANS FOR SAN JUAN - . . QUANTITIES Ill N.INIAND ELM.1 202 rIiLAN G ILANNE-H.1-IM Y :rr mom -.' . ' ' i °~° 14+89A.3 CMING[A RONDA, 2+12.79 VA FIERRO I 2113 20 20 ———— --——————— — -7- to0 IT -71717IT17-IT11-7171P717117T-lTi-7T 7YI71TITIT177 2/717 77LV7L ,�T 77171-TZ7=7717 T 7777 TZTZIW�Z�Tlz o17 q I W, v 7 14 tu 2 Oil 4 to w IL I PlAN 3: SCALE: 1 = 20' Z LU W CAMINO L A R 0 IN D A W 20- 10- 0, Mw Z: 0 A YI-ZI-LIZlal-ll-IA-ll-zlyazzaLll-z I-ZlZlal-127 GRAPHIC SCALE 12— —— --— ——— -�` ILd-C-E.—I ———— — 11 11-A com.0 rfrE I MAIL 0 Lt Ij w• 6'TYP 41 I ISI Vol I ISI v l .�jl STYP 1 ; �1 I � Ln -% Lf) 0 44 L,J 740$ A 0 G+ 1".FIFT'IR". CONSTRUCTION NOTES STRIPING NOTES LEGEND fO COLD MILL OUTER EDGE 1-516" BELOW GUTTER 11 INSTALL THERMOPLASTIC PAVEMENT MARKINGS CENTERUNE UP TAPERING TO 0" DEPTH AT 6' FROM THE WORDS PER CALTRANS SID. PLAN A24D AND A24E. GUTTER. SEE DETAIL 6, SHEET 3. FLOW LINE ri-21 INSTALL 12- THERMOPLASTIC CROSSWALK OR LIMIT (DCOLD Mill-2"AT PROPOSED JOIN LINE TAPERING LINE PER CALTRANS STD. PLAN A24t (COLOR AS PROPERTY LINE TO Or' AT 20' FROM PROPOSED JOIN LINE, SEE SHOWN).WHERE APPLICABLE, REPLACE EXISTING DETAIL 5, SHEET 3. WITH SAME PATTERN AND COLOR. ..WATER LINE O CLEAN AND FILL ALL PAVEMENT CRACKS WIDER r2-Dj INSTALL DOUBLE YELLOW THERMOPLASTIC LINE PER - SEWER LINE CITY OF SAN JUAN CAPISTRANO THAT 1/8'. PAVE MINIMUM 2- THICK ASPHALT CALTRANS STD.PLAN A20A, DETAIL 22. - EXISTING SIDEWALK PUBLIC WORKS DEPARTMENT CONCRETE OVERLAY. H INSTALL DASHED YELLOW THERMOPLASTIC LINE PER ADJUST MANHOLE FRAME AND COVER TO GRADE CALTRANS STO. PLAN A20A, DETAIL T. -COLD MILL AREA IMPROVEMENT PLANS FOR PER DETAIL 4,SHEET 3. R24 CAMINO LA RONDA VIA FIERRO INSTALL Plitt HYDRANT LOCATION PAVEMENT ADJUST VALVE COVER TO GRADE PER DETAIL 3. z MARKERS PER CALTRANS M.U.T.C.D. FG. ED - BLUE DOTE FROM STA. 10+50.00 TO FROM VIA FSTANCIA TO SHEET 3. 39-102(CA) CD -CATCH BASIN N VIA FIERRO CAMINO LA RONDA @FH - FI REMOVE EXISTING SIDEWALK OR CURB RAMP AND - RE HYDRANT IMPORTANT NOTICE > GENIX C.900"05W CONSTRUCT 4' P.C.0 CURB RAMP PER S.P.P.W.C. SECVDN 4210/4217 Or THE GOV011MENT a STD.PLAN 111-3.DETECTABLE WARNINGS TO BE SWH -SEWER MANHOLE CODE RQUIRES A 010 ALERT EN 'CIVIL LN�JNLLN� — "ARMORTILE CHARCOAL GRAY" NUMBER BE ISSUED BEFORE A LAND PLANNERS SURVEYDRS WV -WATER VALVE 'PERMIT TO EXCAVATE'WILL Or VAI 1111 N.BRAND BLVD-#202 FOR YOUR Dig ALERT I.D.NUMBER CALL OLIENDALE,CA 91201 fL - CENTER LIHE UNDERGROUND SERVICE ALERT (010)241-9095 R.C.L.W61 OATC - PROPERTY LINE TOLL FREE _ 1-800-422-4133 DRAWN DESIGHWTWO WORKING GAYS BEFORE YW DLO. Ep All SHEET ,i CNECK[p CHECKED Wa AWWANK 07Y LCF-NSM MATF 104 OF 119 1F gr aT K 07-a55 2011-05-IZ I PLAN SCALE. 1" = 20' 20' 1a' 2a 40• GRAPHIC SCALE l 1 11 2+0¢ III CURB DATA I II 0 I I CURB DATA A= 245'06'52" I I II I I I A= 46'42'3D" R= 40.00 CURB DATA ` z I R= 100.00' A 32.33'26' O \ L= 171.12' I Ili I I L= 81.52' r = WE'6' 015E'B' T= 43.1 B' ++ k= 100.00' TYPE t TYPE 1 �I / L= 56.82' 1 X-61 D I I I M I I I DLTAIE T= 29.20' %e 6' 1 { LL F l asT 1 ¢ dI % ------- - - / ` ._� xlsr�sloEWALK -------- - .' _-��— — -s 12 (3)WV'S f 3 g PASEO LABRANZA - - � - -—+—- s,ado•c - - -- - -� � -{ �_. ._. s lass'Rg c -� / / / MH PASEO LABRANZA " 's. I I` S \ ��_� ,� 12 I � • ���_ i - EXIST. SIDEWALK _ExISL SIDEWALIS � __� >• CURB DATA R= 40.00' L= 15B.27' \ CURB DATA a CA6E'R 1 I IE'6' 4 \ btu rI TYPE2 !I O II TYPE1 — A= 32.33'26" DETAIL D !1 11 M70 D R= 100.00' X•7' x=B' L= 56.62' T 29.2 0' I dalS r 1 = I � I I 1 1 C 3+22.40 AMIN LABRANZA= 2+75.43 AMINO LA RONDA V � �I WM I! FH II� 1111 CONSTRUCTION NOTES STRIPING NOTES LEGEND O7 COLD MILL OUTER EDGE 1-5/6" BELOW GUTTER Fl1 INSTALL THERMOPLASTIC PAVEMENT MARKINGS --- -— - CENTERLINE LIP TAPERING TO 0' DEPTH AT G' FROM THE WORDS PER CALTRANS $TO, PLAN A24D AND A24E, CUTTER. SEE DETAIL 6, SHEET 3. - — — — —- - FLOW LINE 17 INSTALL 12'THERMOPLASTIC CROSSWALK OR LIMIT O3 COLA MILL 2" AT PROPOSED JOIN LINE TAPERING UNE PER CALTRANS STD. PUN A24E(COLOR AS -- - PROPERTY LINE 10 0" AT 20' FROM PROPOSED JOIN LINE. SEE SHOWN).WHERE APPUCABLE, REPLACE EXISTING - WATER LINE CITY OF SAN JUAN CAPISTRANO DETAIL S. SHEET 3. WITH SAME PATTERN AND COLOR. OS CLEAN AND FILL ALL PAVEMENT CRACKS WIDER 24 INSTALL FIRE HYDRANT LOCATION PAVEMENT - SEWER LINE PUBLIC WORKS DEPARTMENT THAT CONCRIETE"OVPAVE ERLAY.MINIMUM 2"THICK ASPHALT 3B-1002(CP}R CALTRANS M.U.T.C.D. FG. - COLD MILL AREA I PROVEMENT PLANS FOR O ADJUSTMANHOSHEET 3E AND COVER TO GRADE BD - BLUE DOTE PASEO LABRANZA PER DETAIL© ADJUST VALVE COYER TO GRADE PER DETAIL 3, CB - CATCH BASIN o ENTIRE LENGHT SHEET 3. FH - FIRE HYDRANT IMPORTANT NOTICE S 1iE0R0E Q.80..0I1�106.31Ak O9 ADJUST SURVEY WELL MONUMENT COYER TO SMH - SEWER MANHOLE SECTION 4216/4217 OF THE GOVERNMENT it REFITS GRADE. CODE RWIAES A DID ALERT IDENTIFICATION NLLKb WV - WATER VALVE NUMBER BE ISSUED BEFORE A LAND PLANNERS SURVEYORS 'PERMIT TO EXCAVATE'WILL BE VALID 1111 N.BRAND BLVD.,/202 12 REMOVE EXISTING SIDEWALK OR CURB RAMP - CENTER LINE FOR YOUR WO ALERT I.D.NUMBER CALL GLENDALE,CA 91202 AND CONSTRUCT 4" P.C.0 CURB RAMP PER UNDERGROUND SERVICE ALERT (616)241-9996 R.C.E.64361 DATE S.P.P.W.C. STD. PLAN 111-3, DETECTABLE - PROPERTY UNE TOLL FREE - 1-800-422-4133 WARNINGS TO BE "ARMORTILE CHARCOAL GRAY" TWO wORKINO DAYS BEFORE YOU DID. j DRAWN ED DE61O� SHEET CNECKE6 CHECKED 115 OT 119 BY BY N, ANAWMA CIIY[MORIOL RAL 39370 DATE 07-653 2011-05-10 4 CURB DATA A= 24r27'52" R= 38.00' L= 16041' n i �m WV i / \t SMH 7 PLAN + I SCALE: 1" = 20' GRAPHIC SCALE: 'lI CURB DATA \ 1 4+00 �' / CURB DATA Ac 31'13'56" A= 31'4356' R= 100.00' L= 54.51' I I I 1 B'TYPI �' N n! I N6, TYP 1 1 O E.D.9132.73 nul FO MAG NAIL 6 w. 11 Al KUM CONTROL POINF 9 1 �1 yl O 1y ¢CURVE DATA 1r I ! !I A= 80'00'00' CURD DATA w^ R= 75.00' / 11 yn 1 A= 74'00'35' J L= 117.81'GO 1 11 y [Y r L 25.00 = 32.29' 7 7111-7171717,, 1 11 11 3 H 11'37'10'E 5 114.94' PASEO R I T A 6+90 34 CALLE RTO 0+00.00 PASEO R4A y1 11 y �\ o CURB DATA V'tt A= 105.59'25" 1 11 J 1 R= 25.OD' 11 y L= 46.25' \ 1 Q 11 4 +11 CONSTRUCTION NOTES STRIPING NOTES LEGEND 1O COLD MILL OUTER EDGE 1-5/8" BELOW GUTTER 0 INSTALL FIRE HYDRANT LOCATION PAVEMENT —- -— - CENTERLINE UP TAPERING TO 0" DEPTH AT 6' FROM THE MARKERS PER CALTRANS M.U.T.C.D. FG. S COLD MILL 2' 6, SHEET 3.ED JOIN UNE TAPERING 3B-102(CA) — — — - - FLOW UNE O -- - PROPERTY UNE CITY OF SAN JUAN CAPISTRANO TO 0" AT 20 FROM PROPOSED JOIN UNE. SEE DETAIL 5, SHEET 3. WATER LINE PUBLIC WORKS DEPARTMENT O CLEAN AND FILL ALL PAVEMENT CRACKS WIDER - SEWER UNE IMPROVEMENT PLANS FOR THAT 8*. PAVE 2"THICK ASPHALT E OVERLAY. - COW MILL AREA PASEO RITA O PERUDETAILH4. SHEETA 3E AND COYER TO GRADE BD - BLUE DOTE p FROM CALLE ROBERTO TO END co - CATCH Brs1NIMPORTANT NOTICE w O QEOROE Q. _T9pCq'p6lIOD654w ADJUST VALVE COVER TO GRADE PER DETAIL 3. REEA� SHNT SHEET 3. FH - FIRE HYDRANT SECTIDH 4216/4217 OF THE GOVERNMEa COOS RQWF%5 A DIO ALERT IDENTIFICATION ®ADJUST SURVEY WELL MONUMENT COYER TO SMH - SEWER MANHOLE NUMBER BE ISSUED BEFORE A IAND PLANNERS SURVEYORS GRADE. "PERMIT TO EXCAVATE"WILL BE V'A 1111 N.BRAND BLVD-f 102 WV - WATER VALVE FOR YOUR 910 ALERT 1.0.HUMBER CALL GLEN—.EA 91201 UNDERGROUND SERVICE ALERT (616)241-9995 RF.f.34361 DATE 1: - CENTER UNE TOLL FREE - 1--800-422-4133g1AwN 1E5wxca - PROPERTY UNE TWO WORKING DAYS BEFORE YOU DIOL CD AB SHEET CHECKED CHECKEDUS OF 119 By By M$W ABBASUDEN,CM DOM R.C.L 39310 DATE 07-855 20$1-05-10 I ! ' — PAVEMENT REHABILITATION ALLEY 7 % } ALLEY 8 I i " SLURRY SEAL OF ALLEYWAYS IN / t JQ r ; \ — Los Nos s" CAPISTRANO VILLAS II & III TYPICAL ALL ALLEY 9 I ALLEY 10 I ALLEY ii ALLEYWAYS LIDJ 3 (CIP NO. 07105) 03 uj y W ii \ J `� Q Cage Le Puisima J -j L— ALLEY 16 CONSTRUCTION NOTES SLURRY SEAL TYPE II _ \ O REMOVE EXISTING AC AS MARKED IN THE Avenida Oe L.Ysla FIELD AND REPALCE WITH 2"AC OVERLAY CAPISTRANO VILLAS III l O3 REMOVE AND REPLACE IN KIND VALLEY GUTTER AS MARKED IN THE FIELD. ® REMOVE AND REPLACE SPEED BUMPS IN KIND WHERE NEEDED. ALLEY 4 i 2 3 PRIVATE PUBLIC R/W52' PUBLIC RMV PRIVATE — _ TYPICAL ALL PROPERTY PROPERTY 30' 22' Carre San J"an ALLEY AYS U ----- 20' .2' LEGEND 0.37' _ µtEYSEcr� �VILLAS II-STREETS SIDEWALK reRe.c s,e xr VILLAS II-ALLEYS r ALLEY 5 STREETSVILLAS III- 1 AVENIDA DE TypLrL a LA VISTA aLLgv SECTION VILLAS III-ALLEYS h Q M TRACT BOUNDARY } g uJ PROPERTY PRIVATE a l } _j PRIVATEPUBLIC RMJ BU' PUBLIC R/W PROPERTY -- e k e n J m Q 30' 30. 20' J e 10' wwmeio.• .,nen iom.bu.orenem e,.meP. Q { w q 10 1 N SIDEWALK vcrsoc sio dor -- -----_�� ALLEY 6 TYP BOTNSIDES 60'WIDE STREETS TTyp C ALLEY SECTION � A�Mye Del�l _ ryyk.r.rwm eorearewr"a• Feet LA ZANJA STREET,P.SANTA CLARA,CALLE SANTA 0 50 100 200 30D 400 500 BARBARA,LOS RIOS STREET,CALLS LA PURISIMA, VIA BgRF.CELONA,P.SAN GABRIEL,C.SAN LUIS. C.SAN FRANCISCO.C.SAN JUAN --- CITY OF SAN JUAN CAPISTRANO CAPISTRANO VILLAS 11 TYPICAL STREET AND ALLEY SECTIONS z CAPISTRANO VILLAS II & III 1 inch = 100 feet "° °5`�' 2SLURRY SE=AL OF ALLEYWAYS L0�w PuSllc Work,UePA"ent ENGINEERING 11 $ION W Eb.�O p—Adnro`,°uaaEn Rce. wrEswvEo signed Ora" SHEET k necked toCnv["Cti ER R,C.E MtE SIC c° OF PROPOSED PAVEMENT REHABILITATION VARIOUS LOCATIONS SAN JUAN CAPISTRANO d� dD Rancho Vieio Rd Asphalt-concrete overlay between Ortega Hwy and J-Serra Rd Alleyways in Villas II and III Slurry seal Camino La Ronda Paseo Labranza Via Puntero Via Fierro Asphalt-concrete between La Novia Oand Via Fierro Paseo Rita Asphalt-concrete— overlay from Calle Roberto to North end E 0 0 0 1,500 3,000 6,000 Feet ca isnnWr I9fi1 �j 1776 IFaRl� CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS Pavement Rehabilitation Improvement Plans Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) PUBLIC WORKS DIRECTOR NASSER ABBASZADEH June 2011 TABLE OF CONTENTS Pavement Rehabilitation Improvement Plans Rancho Viejo Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) TITLE PAGE CONTRACT DOCUMENTS NoticeInviting Bids.........................................................................................................................1 BidProposal.....................................................................................................................................3 Scheduleof Work Items...................................................................................................................6 Non-Collusion Affidavit................................................................................................................14 Designation of Sub-Contractors.....................................................................................................15 Instructionsto Bidders...................................................................................................................16 BidBond...................................................................................................................................BB-1 PerformanceBond .................................................................................................................... PB-1 Labor& Material Bond.............................................................................................................LB-1 CONTRACT Contract........................................................................................................................................0-1 SPECIAL PROVISIONS Workto be Done....................................................................................SP-1 Plans.......................................................................................................SP-I Section I Standard Specifications..........................................................................SP-4 Section 2 Terms Defined .......................................................................................SP-6 Section 3 Flow and Acceptance of Water..............................................................SP-6 Section4 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-11 Section 13 Hours of Work.....................................................................................SPA I Section 14 Prosecution of Work............................................................................SPA I Section 15 Encroachment Permit...........................................................................SP-11 Project Schedule Form.........................................................................SP-12 i TABLE OF CONTENTS (Continued) Pavement Rehabilitation Improvement Plans Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) TITLE PAGE DETAIL SPECIFICATIONS AND METHOD OF PAYMENT Bid Item 1 Mobilization......................................................................................................DS-1 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 BidItem 42 Slurry Seal.......................................................................................................DS-12 BidItem 43 Cape Seal ........................................................................................................DS-12 Bid Item 44 Striping and Markings for Bike Trial and Cape Seal Streets..........................DS-12 APPENDICES I. RANCHO VIEJO ROAD PLAND.............................................................................DS-15 II. CAMINO LA RONDA AND PASEO RITA PLANS ...............................................DS-16 III. SLURRY SEAL—ALLEYWAYS PLAN ................................................................DS-17 ii CITY OF SAN JUAN CAPISTRANO NOTICE INVITING BIDS Pavement Rehabilitation Improvement Plans Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) N-1. NOTICE IS HEREBY GIVEN that sealed bids for the Pavement Rehabilitation Improvement in multiple locations will be received at the City Council Chambers of the City of San Juan Capistrano, California, until 2 pm on June 21, 2011 at which time they will be opened and read aloud. N-2. DESCRIPTION OF THE WORK: The Base Bid Items of Work comprises the construction of the followings: a. Rancho Viejo Road — Place an asphalt-concrete overlay from Ortega to Junipero Serra. b. Camino La Ronda (as well as Paseo Labranza, Via Puntero, Via Estancia, and Via Fierro) - place an asphalt-concerte overlay from La Novia to Via Fierro. c. Paseo Rita - Place an asphalt-concrete overlay from Calle Roberto to north end. d. Alleyway in Villas II and III — Place slurry seal on pavement in the alleys that are jointly owned by the City and Villa HOA's. This will be a cooperative project between the City and the Homeowners Associations. Since the City owns the twenty feet center of the alleys, we will pay the contractor for the City share and the Associations will pay the contractor directly for thier share of the project. The project specifications have stated the respective financial respeonsibilities for the alleywork N-3. LOCATION OF THE WORK: The Work to be constructed in various streets as described in N-2 above in the City of San Juan Capistrano, CA. N-4. COMPLETION OF THE WORK: Time is of the essence. All work must be completed within fourth (40) calendar days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. N-5. AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. 1 N-6. BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano. N-7. BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-8. CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid California Class A Contractor license at the time of submitting bids. N-9. CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-10. RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-11. N/A N-12. OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) A set of paper Contract Documents will be available by 1:00 pm on May 24, 2011 and may be inspected without charge at the Public Works Department, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b) Electronic sets of said Contract Documents can viewed online after 1:00 pm on May 24, 2011. Copies of Plans and Specifications may be purchased from Coastal Blue, Corp., 33091 Calle Perfecto, San Juan Capistrano, CA. 92675, (949)240-9911, www.coastalblue.com. N-13. ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For..." followed by the Project title, date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. N-14. EXISTING GEOTECHNICAL REPORT:- No Report Available for this Project. 2 BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO Date By Maria Morris City Clerk 3 BID PROPOSAL For the: Pavement Rehabilitation Improvement Plans Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) 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, 2009 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 o£ Words (Camino La Ronda, Paseo Labranza, Via Puntero, Figures Via Estencia, Via Fierro, and Paseo Rita) Words (Rancho Viejo Road) Figures Words (Alleyways in Capistrano Villas II and III) 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 4 execution thereof, and to diligently prosecute the work to completion before the expiration of fort 40 calendar days. All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, 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 "$ cash," cashier's check, certified check or bidder's bond on the forms from pages BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent(10%) of the total bid. The following is the name and place of business of the surety company, which will furnish the required bonds as surety if the work is awarded to the undersigned: Licensed in accordance with an act providing for the registration of contractors -- License No. and Classification Signature of Bidder: 5 6 (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 Dated: Telephone Number 7 SCHEDULE OF WORK ITEMS- 1 Pavement Rehabilitation Improvement Plans Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) 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) Quantity (In Figures) ROADWAY & SIDEWALK IMPROVEMENTS I Mobilization for the lump sum price of 1 L.S. dollars. 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 4,702 S.Y. square yard. Cold Mill 6' header cut, 2" deep for the unit 3b price of dollars per square 596 S.Y. yard. Cold Mill 20' header cut, 2" deep for the unit 3c price of dollars per square 0 S.Y. yard. Cold Mill full width, 2"A.C. pavement for the 3d unit price of dollars per 0 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 I L.S. sum price of dollars. 6 A.C. overlay for the unit price of 1 687 TON dollars per ton. ' 7 Construct raised A.C. speed hump for the unit 0 EACH price of dollars each. 8 Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words Quantity In Figures) 8 Adjust CVWD valve boxes to grade for the 13 EACH unit price of dollars per each. Adjust manhole to grade for the unit price of 9 dollars each. 13 EACH Adjust survey well monument cover to new 10 grade for the unit price of 2 EACH dollars each. 11 Install Detectable Warning Surface (DWS)tile 10 EACH per Caltrans Std. Plan A88A 12 Reconstruct/Construct 4" P.C.C. curb ramp 10 EACH with DWS TRAFFIC STRIPING FOR OVERLAY STREETS Install thermoplastic 4" Solid White Line per 13 Caltrans Std. Plan A20A for the unit price of 0 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 0 L.F. foot. Install thermoplastic Double-Yellow Solid Median Island per Caltrans Std. Plan A20B, 16 Detail 29 for the unit price of 0 L.F. dollars per linear foot. Install thermoplastic Double-Yellow Dashed Median Island per Caltrans Std. Plan A20B, 17 Detail 32 for the unit price of 0 L.F. dollars per linear foot. Install pavement markers and thermoplastic traffic lines per Caltrans Std. Plan A20C, 18 Detail 37B for the unit price of 0 L.F. 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 0 L.F. dollars per linear foot. Install thermoplastic 6"White Line per Caltrans Std. Plan A201), Detail 39A for the 20 unit price of dollars per linear 0 L.F. foot. 9 Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words Quantity In Figures) Install 6" White Line per Caltrans Std. Plan 21 AND, Detail 39 for the unit price of 0 L.F. dollars per linear foot. Install thermoplastic pavement markings, arrows per Caltrans Std. Plan A24A for the 22 unit price of dollars per square 0 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 313 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) 226 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 0 EACH dollars per each. Install thermoplastic Double Yellow line per 29 Caltrans Std. Plan A20A, Detail 22 for the unit 485 L.F. price of dollars per linear foot. Install thermoplastic Double Yellow line per 30 Caltrans Std. Plan A20A, Detail 1 for the unit 840 L.F. price of dollars per linear foot. Install thermoplastic parking lines per Detail 9 Sheet 3 and California MUTCD Section 3B.18 31 for the unit price of dollars per 0 L.F. linear foot. 10 Item Work Items With Unit Price Approximate Unit Price Total Amount No. Written in Words Quantity In Figures) 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 rice of dollars. Construct Fire Hydrant location marker per California MUTCD Section 3, Figure 3B- 34 102(CA), (blue dot) for the unit price of 6 EACH dollars each. Construct Hump Striping per MUTCD Figure 35 3B-29, Option B or C, and"Bump"Pavement 0 LS Marking Per MUTCD Reconstruct inductive loop detectors for the 36 unit price of dollars each. 0 EACH OTHER ITEMS 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 rice of dollars. Project survey for the lump sum price of 40 dollars. 1 L.S. Off-street storage of equipment and materials 41 for the lump sum price of 1 L.S. dollars. Bike Trail Slurry Seal for the unit price of 42 dollars per square yards. 0 S.Y. Hot Rubber Cape Seal (Chip Seal overlaid with Type II Slurry Seal with 2% latex) for the 43 unit price of dollars per square 0 S.Y. yards. Striping and Markings for Bike Trails and 44 Cape Seal Streets for the lump sum price 0 L.S. of Total Bid Price (Enter here and on Page 3) Words Figures 11 DESIGNATION OF SUB-CONTRACTORS Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. Item of Work Sub-contractor License No. Address Phone & Classification 1. 2. 3. 4. 5. 6. 7. 8. BIDDER'S NAME AUTHORIZED SIGNATURE 12 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, 2009 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. LB-1 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. LB-2 Withdrawal of Bids Any bidder may withdraw his bid in person or by written request at any time prior to the scheduled closing time for receipt of bids. Opening of Bid Proposals The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their authorized representatives are invited to be present. Award of Contract or Rejection of Bids No bidder may withdraw his bid for a period of ninety (90) days after the date set for the opening of bids. The contract for the work will either be awarded or the bids rejected within the ninety (90) days from the date set for the opening of bids. The contract for the work will be awarded to the lowest responsible bidder complying with these instructions and with the "Notice Inviting Bids." The City of San Juan Capistrano, however, reserves the right to reject any or all bids and to waive mere informalities, minor technical errors or irregularities, obvious clerical errors or erasures. The bidder to whom the award is made shall execute two copies of the written contract with the City of San Juan Capistrano and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the bid opening date. The contract shall 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. Time Performance LB-2 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 Wages Attention is specifically directed to all provisions of the Labor Code of the State of California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and as listed in the "Notice Inviting Bids." Construction Permits It shall be the Contractor's responsibility to obtain all necessary permits, bonds and insurance, as required, for the completion of the project. No extra compensation shall be made therefore. The Contractor will be required to execute a 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. LB-2 CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST.CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract, which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2009 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 in Rancho Viejo Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) 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. C-1 FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. 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; C-2 $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 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/employerregistration. Consultant shall certify its registration with E- Verify and provide its registration number within sixteen days of the effective date of this C-3 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: Sam Alevato, 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 Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) 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 Quantities 5 Rancho Viejo Road(Ortega to Junipero Serra) 6 Malaspina(Ortega to Junipero Serra) 7 Camino La Ronda (from La Novia to Via Fierro) 8 Paseo Labranza(entire length) 9 Via Puntero (Camino La Ronda to Estancia) 10 Via Estancia(Via Puntero to Via Fierro) 11 Via Fierro (Via Estancia to Camino La Ronda) 12 Paseo Rita (Calle Roberto to north end) 13 Alleyways in Villas 11 and III SP-1 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 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, 2009 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 carry the contract to completion, employ the necessary workmen, substitute other machinery or materials and purchase the materials contracted for, in such manner as the City of San Juan Capistrano may deem proper; or the Members of the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and his sureties, who will be liable therefore. In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited SP-2 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. 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. SP-3 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 Utilities 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 I of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional SP-4 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 Quality Order 99-08-DWQ, NPDES No. CAS000002 and subsequent modifications, which can be found on the internet at: SP-5 hiip://www.waterboards.ca.aov/stortnwtr/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 storm water conveyance system structures and other facilities from sedimentation or other related construction debris and discharges, or by any other equal product that is approved by the Engineer. 5. No washing of construction or other industrial vehicles shall be allowed adjacent to a SP-6 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 24 hours during any prolonged rain event. The Contractor shall implement SP-7 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 "Corner 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. SP-8 Project finalization, Notice of Completion and/or release of retention shall be contingent upon obtaining documentation from the contractor's project surveyor or engineer that monuments have been set or restored and Corner Records filed with, and to, the satisfaction of the County Surveyor. All costs necessary to comply with this legislation shall be allocated to the appropriate bid item. SECTION 12 -MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor or civil engineer setting it, each number to be preceded by the letters "LS." or "R.C.E.," respectively, as the case may be or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves. Nothing in this section shall prevent the inclusion of other information on the tag, which will assist in the tracing, or location of the survey records, which relate to the tagged monument. Centerline ties filed with the Orange County Surveyor will be checked for compliance with this law. SECTION 13 —HOURS OF WORK For Rancho Viejo Road Hours of work shall be 8:30 am to 2:00 p.m. For Camino La Ronda and Paseo Rita Hours of work shall be 7:00 p.m. through 5:00 a.m. For all other Streets and Alleyway Hours of work (which includes the delivery and/or recovery of materials, 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-9 JOB Submitted in Accordance with the Legend: LIMITS Requirements of the special provisions Complete PROGRESS SCHEDULE PROD. NO. by: Actual Progress SPEC. NO. Contractor Date Scheduled Progress START DATE Accepted by Date WORKING DAYS BID ITEM OF 1 0 2 0 3 0 9 0 5 0 6 0 7 0 8 0 9 0 1 00 NO. DESCRIPTIOi\T BID 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 SP-11 a sheet 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 blow out 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 SP-12 striping 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 1/4" 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-13 The Contractor shall be responsible for the initial setup of the weight scales at the stockpile site and 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 slurry 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 slurry 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 SP-14 slurry seal shall be removed and replaced at the Contractor's expense. Continued application of 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 SP-15 surface. Any corrugation on the surface creating vibrations noticeable by passengers in an automobile driving over the slurry sealed surface at legal speeds will result in rejection of the slurry seal construction. 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 borne 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. SP-16 302-11.2 APPLYING MODIFIED ASPHALT BINDER 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 (18°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/ yd2 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 a minimum of one 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 SP-17 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. 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 of the 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 SP-18 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. 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 15.5°C 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 T 53 60 Min. Flash Point, °C T 48 232 Min. Rotational Viscosity 163°C, cps T 316 1000 Max. Elastic Recovery, 25°C, % T 301 70 Min. Chip adhesion, ASTM D3625 Pass Tests on Residue from RTFO T 240 (AASHTO Designation T 240) DSR, G*/sin delta @ 70°C, kPa T 315 2.2 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. SP-19 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 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 #4 0 — 15 2.36 — mm #8 0 5 75 — mm #200) 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 SP-20 with asphalt will be permitted. 302-11.9 EQUIPMENT 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 II,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 SP-21 (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. 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-22 CITY OF SAN JUAN CAPISTRANO Pavement Rehabilitation Improvement Plans Rancho Vieio Road (CIP 11108), Camino La Ronda & Paseo Rita, and Alleyways in Villas II and III (CIP 07105) 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. A-1 PAYMENT 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 11 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 SP-2 demonstrated to have been operated successfully on similar work completed prior to award of the contract. The equipment shall meet or be lower than current standards set by the AQMD for noise and air pollution. Auxiliary Equipment Loaders and trucks of approved size, type and number suitable for hauling the planed materials shall be provided. Methods The Contractor shall 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. SP-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 % 1 1/2" (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. 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. SP-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. SP-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 removingand nd 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 W 13. 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. SP-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)tile 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. SP-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 approved 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 %2" 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 SP-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 SP-9 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 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 furnished by the Contractor and shall be stamped with the day upon which SP-10 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 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 carry 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. 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 SP-11 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. 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 SP-12 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 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. 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 %2" in 50' from the existing alignment. 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. SP-13 Your City Dollars At Work lUA!`r 17G •c`�LIFOR�`��' Pavement Rehabilitation CIP 119 Proposed Completion — (date) 2010 CITY NOTIFICATION SIGN—For Rancho Viejo Road only 1. Black letters on beige background 2. 5'-0" x Y-0" 3. Single post mounted SP-14 APPENDIX I Rancho Vieio Road Plans SP-15 APPENDIX II Camino La Ronda and Paseo Rita Plans SP-16 APPENDIX III SLURRY SEAL IN ALLEYWAYS PLAN SP-17