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1993-0615_SUPERIOR SIGNAL SERVICE, INC._Contract0 RECORDED AT REQUEST OF AND RETURN TO: City of San Juan Capistrano City Clerk's Office 32400 Paseo Adelanto San Juan Capistrano, CA 92657 RECORDING FEES EXEMPT DUE TO GQINT CODE SECTION 6103 C/he�rylKJ�ohh�nsson, y CI 90 San Juan Capistrano, CA N1 em I' fy DOC # 94-0478958 29—JUL-199: 10:00 AM Recorded in Official Records of uranw Coultr, Ceiifwilia Lee A. Eranch, County Recorder 1139e 1 Of 1 g=ee=_: $ 00W Ta>;: € 0.00 NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City Council of the City of San Juan Capistrano, California, to Superior Signal Service, Inc., 7224 Scout Avenue, Bell Gardens, California 90201, for the performance of the following work: Installation of Traffic Signal at Camino Capistrano and Junipero Serra Road That said work was completed on May 23, 1994, by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano, as the owner, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 19th day of July, 1994, by Resolution No. 94-7-19-3 That upon said contract, Insurance Company of the West was surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 20th day of July Q 1994.19 Cheryl Johnson,"City Oerk City of San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, CHERYL JOHNSON, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of perjury that the foregoing Notice of Completion is true and correct, and that said Notice of Completion was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Clerk. Dated at San Juan Capistrano this 20th day of July , 1994. Cheryl Johnson, Cl rk City of San Juan Capistrano • 0 City Copy CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as City and Superior Signal Service, Inc. hereinafter referred to as CONTRACTOR. IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non -Collusion Affidavit, the Designation of Sub -Contractors, the Contract which is prepared for execution by the City and the Contractor, Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 1991 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the City Council 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 Traffic Signal -Camino Capistrano and Junipero Serra Road 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 impracticable and extremely difficult to fix the actual ee 0 0 amount of damages, and loss sustained by City, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay City, as liquidated damages, not in the nature of a penalty, two hundred and fifty dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by 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 wares, as determined by the Director of the State Department of Industrial Relations, are on file in the offices 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. -2- SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the City and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect, comprehensive automobile liability coverage, including owned, hired and non -owned vehicles in the following minimum amounts: $500,000 property damage $500,000 injury to one person/any one occurrance, not limited to contractual period $1,000,000 injury to more than one person/any one occurrance, 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 or 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 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 Lessor, 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 construction agreement. 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 -3- 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 dollars ($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. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of City, pursuant to Council action, and by CONTRACTOR on the date set before the name of each. CITY OF SAN JUAN CAPISTRANO i DATED: June 15, 1993 BY: M Gil Jones Superior Signal Service, Inc. BY: fl® OOH. CONTRACTOR ATTEST: -4- .A 000 , � Release of Stop Notice TO: CITY OF SAN JUAN CAPISTRANO Construction Lender (or party with whom Stop Notice wasftled) 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIF. 92675 Address You are hereby notified that the undersigned claimant releases that certain Slop Notice dated AUGUST 5, 1994 ,in the amount of S8, 336.91 against CITY OF SAN JUAN CAPISTRANO as owner or public body and SUPERIOR SIGNAL SERVICE as prime contractor in connection with the work of improvement known as "TRAFFIC SIGNAL LIGHTING" CAMINO CAPISTRANO & JUNIPERO SERRA, SAN JUAN CAPISTRANO, CALIF in the City of SAN JUAN CAPISTRANO Dale NOVEMBER 8, 1994 County of ORANGE ,State of California. NameofClaimant WALIERS WHOLESALE ELECTRIC COMPANY i:� ynt Al/ Nan By /-/Urnr r v0m1nw.0 CALIFORNIA ALL-PURPOSECKNOWLEDGMENT • State ofL.?fT1 l I V1` Count i)�84 f On ` DATE personally appeared me, No. 5907 NAME(S) OF SIGNER(S) personally known to me - OR - ❑ 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 ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), O01r�� or the entity upon behalf of which the LOSAN"MICOMY IVIV person(s) acted, executed the instrument. Shly Comm. 680ftAUG It"116 hand and official seal. siiiiiiiiIiiiis OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DESCRIPTION OF ATTACHED DOCUMENT NUMBER OF PAGES � p �i 4 DATE OF DOCU ENT N SIGNER(S) OTHIJR THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 • lll• •1 • •U• 1• :.1• I : •; As set forth in the Report dated July 19, 1994, from the Director of Engineering and Building, the following Resolution was adopted declaring the replacement of playground equipment at Cook Park/1-a Novia, Cook Park/Del Campo, and Four Oaks Park to be complete: RESOLUTION NO. 94-7-19-2. COMPLETTON OF THE RFPI ACFMFNT nF MPU. AND FOUR OAKS PARK (ORTCO BUILDERS) - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO. CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE REPLACEMENT OF PLAYGROUND EQUIPMENT AT COOK PARK/LA NOVIA, COOK PARK/DEL CAMPO, AND FOUR OAKS PARK (ORTCO BUILDERS) The Resolution accepted the work as complete in the amount of 562,883 and directed the City Clerk to forward a Notice of Completion to the County Recorder. 7. RESOLUTION_ NOTICE OF COMPLETION_ AND FINAL. REPORT - TRAFFIC SIGNAL CONSTRUCTION - C MINO CAW1R.AN0 AT n rnrIPERO SERRA ROAD (SUPERIOR SIGNAL SERVICE) (600 30) As set forth in the Report dated July 19, 1994, from the Director of Engineering and Building, the following Resolution was adopted declaring the construction of a traffic signal at the intersection of Camino Capistrano at Junipero Serra to be complete: 2 j Imo,) - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE TRAFFIC SIGNAL CONSTRUCTION AT CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD (SUPERIOR SIGNAL SERVICE, INC) The Resolution accepted the work as complete in the amount of 556,046.88 and directed the City Clerk to forward a Nice of Completion to the County Recorder. Staff was authorized to release the 10% retention in the amount of $5,604.69 thirty-five (35) days after recording the Notice of Completion. The claim received by the City on December 10, 1994, by the Orange County Flood Control District for equitable indemnity, implied equitable indemnification, and contribution and declaratory relief was denied, as set forth in the Report dated July 19, 1994, from the City Attorney. City Council Minutes 4- 7/19194 0 0 AGENDA ITEM July 19, 1994 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Resolution, Notice of Completion and Final Report - Traffic Signal Construction Camino Capistrano at Junipero Serra Road (Superior Signal Service Corporation) ff Z917" lul 12 • 1) Adopt a Resolution, determining that the work for the Traffic Signal has been completed, declaring the work to be accepted and directing the City Clerk to forward a Notice of Completion to the County Recorder for recording. Authorize Staff to release $5,604.69 (the balance of the 10% retention) 35 days after the recordation of the Notice of Completion. SITUATION This project consisted of the installation of traffic signal poles, conduit, wire, controller with cabinet, and striping in the intersection of Camino Capistrano and Junipero Serra Road. The construction has been completed to the satisfaction of the City Engineer and is ready for acceptance by the City Council and recordation of a Notice of Completion with the County Recorder. Therefore, Staff recommends that the City Council approve the attached Resolution. The design plans for this project were completed in 1990. Due to budget constraints and budget priorities, the construction of the project was unable to be funded until FY 92-93. The plans and specifications were updated and considered and approved by the City Council on April 20, 1993. On June 15, 1993, the City Council awarded a contract for construction to Superior Signal Service, Corporation for $55,648. Subsequent to the award, but prior to commencing work, concerns surfaced regarding the type of construction - the design was for a wooden pole/span wire instead of steel pole/mast arm. Though this installation was to be done at an unimproved intersection that was expected to be relocated in the future, it was resolved that the proposed design should be revised to FOR CITY COUNCIL AGENd D I 0 0 AGENDA ITEM July 19, 1994 Page 2 be a steel pole/mast arm design. Thus, on February 1, 1994, the City Council approved a revised design and authorized $19,000 for additional construction costs. Upon completion of the necessary plan revisions, construction commenced on April 18, 1994 and concluded on May 23, 1994. • I 1. - • : • • _i� I • I I • • • � - Not applicable. Funds have been budgeted in Account No. 12-65300-4703-102 for $55,000 in FY 93-94. This project received $30,000 of Measure M funds through the Intersection Improvement Program (Project No. 93-SJIIP-0024). Construction was completed for a cost of $56,046.88, not including the purchase of the controller and cabinet which was performed by Staff at a cost of $22,447.56. Additional work was encountered for relocating a signal head for better visibility, changing the lights to mission bell fixtures and the change to steel pole/mast arm. Administrative and design costs for this project were $1,513.79 in FY 93-94 and $485.68 in FY 93. Also, $6,500 was expended for the original design in 1990. For FY 93-94, the total project costs are $80,008.23. With Measure M funds totaling $30,000, the Systems Development Fund will be borrowing sufficient funds from the Sewer Fund to make up the difference. NOTIFICATION Superior Signal Service Corporation 7224 Scout Ave. Bell Gardens, CA 90201 0 0 AGENDA ITEM July 19, 1994 Page 3 Accept the improvements. 2. Do not accept the improvements. 3. Refer to Staff for additional information. RECOhDdENDATION 1) Adopt a Resolution, determining that the work for the Traffic Signal has been completed, declaring the work to be accepted and directing the City Clerk to forward a Notice of Completion to the County Recorder for recording. Authorize Staff to release $5,604.69 (the balance of the 10% retention) 35 days after the recordation of the Notice of Completion. Prepared by: William M. Huber, P.E. Theodore G. Simon Director, Engineering & Building City Engineer WMH/TGS:ssg attachments: 1) Resolution Accepting the Completed Work 2) Notice of Completion aA7-19ccjs.tgs 0 0 RESOLUTION N0. 94-7-19-3 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE INSTALLATION OF A TRAFFIC SIGNAL AT CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD (SUPERIOR SIGNAL SERVICE, INC.) WHEREAS, on the 15th day of June, 1993, the City of San Juan Capistrano entered into a contract with Superior Signal Service, Inc., 7224 Scout Avenue, Bell Gardens, California, 90201, for installation of a traffic signal at Camino Capistrano and Junipero Serra Road, and, WHEREAS, the City Engineer has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of San Juan Capistrano as follows: completed. SECTION 1. That the work required to be performed by said Contractor has been SECTION 2. That the total cost of said work is in the amount of $56,046.88. SECTION 3. That the work is hereby accepted and approved. SECTION 4. That the City Clerk is directed to forthwith forward a "Notice of Completion" to the County Recorder of the County of Orange for recording. PASSED, APPROVED, AND ADOPTED this 19th day of July 1994. • YO. ATTEST: �i%1 �,4A1�-rte CITY CLE 0 0 STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss CITY OF SAN JUAN CAPISTRANO ) 1, CHERYL JOHNSON, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a true and correct copy of Resolution No. 94-7-17-3 adopted by the City Council of the City of San Juan Capistrano, California, at a regular meeting thereof held on the 19th day of July 1994, by the following vote: AYES: Council Members Jones, Hausdorfer, Nash and Mayor Campbell NOES: None ABSTAIN: None ABSENT: Council Member Vasquez (SEAL) CHERYL JOHMON, CITY CLERK -2- • RECEIVED VR 8 C 53 CITY CLERK DEPARTMENT CITY U SAF JUAN 'AGISTAIIIN Please Sign, Date ir R urn T'.s Copy to City Cle Office. Thank you /—rl��--�C----------- -rn - ------ n -- --- TO: Mr. Bill Hahn Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, California 90201 MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY HAUSOORFER GIL JONES CAROLYN NASH JEFFVASOUEZ CITY MANAGER GEORGE SCARBOROUGH RECEIVED APR 1 9 1994 SUPERIOR SIGNAL Project: Traffic Signal for Camino Capistrano and Junipero Serra Road Amount of Contract: $74,648 You are hereby notified to commence work on the referenced contract on or before April 18, 1994, and to fully complete all of the work of said contract within 90 consecutive calendar days thereafter. Your completion date is July 17, 1994. The contract provides for an assessment of the sum of $250 as liquidated damages for each consecutive calendar day after July 17, 1994 that the work remains incomplete. Dated this 18th day of April, 1994. Cheryl Johnson City Clerk ACCEPTANCE OF NOTICE Receipt of the foregoing Notice to Proceed is hereby acknowledged 20 ti. day of APRIL , 1994. 32400 PASEO ADELANTO, SAN JUAN CAPISI"RANO, CALIFORNIA 92675 0 (714) 493-1171 0 0 deterioration of the gravel lot and felt that a permanent parking lot should be constructed now instead of after the installation of hard courts. Mr. Sievers suggested funding for a permanent parking lot be considered during the 199495 budget sessions. Adootion of Resolution: It was moved by Council Member Jones, seconded by Council Member Nash, that the following Resolution be adopted: RESOLUTION NO. 942-1-2. APPROVING CONCEPTUAL PLAN FOR SAN JUAN CREEK NEIGHBORHOOD PARK - CAPITAL IMPROVEMENT PROJECT 456 (TRACT 13025. LOT A) - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION, AN EXCEPTION TO WATER CONSERVATION LANDSCAPE STANDARDS, AND A CONCEPTUAL PLAN FOR THE SAN JUAN CREEK PARK PROJECT IMPROVEMENTS TO LOT A OF TRACT 13025, KNOWN AS ASSESSOR'S PARCEL NO. 664181-010 The motion carried by the following vote: AYES: Council Members Hausdorfer, Jones, Nash, Vasquez, and Mayor Campbell NOES: None ABSENT: None DIRECTOR OF ENGINEERING AND BUILDING SERVICES —� 1. RECONSIDERATION OF A SPAN -WIRE WOODEN POLE TRAFFIC SIGNAL INSTALLATION AT CAMINO CAPISTRANO AND JUNIPER SERRA (SUPERIOR SIGNAL SERVICE Written Communication: Report dated February 1, 1994, from the Director of Engineering and Building, advising that it had been determined that development in the area of Camino Capistrano and Junipero Serra may not be within the near-term as initially anticipated. The report recommended that a steel pole traffic signal be installed instead of span wive/wood at the Camino Capistrano and Junipero Serra Road intersection. The steel pole would increase the cost of the project by approximately $19,000. The report recommended that in order to proceed with the steel pole traffic signal installation, funding be taken from the Fiscal Year 1993-94 Capital Improvement Projects as follows: Country Hills Road Street Light Installation in the amount of $12,000; and, the School Safety Improvements in the amount of $10,000. Aoproval of Steel Poles for Traffic Simtal: It was moved by Council Member Nash, seconded by Council Member Jones, and unanimously carried that staff be directed to proceed with the installation of a steel pole traffic signal at Camino Capistrano and Junipero Serra Road. 2. ENVIRONMENTALENHAANCEM NT MITIGATION PROAM(EEMP,)GRANT APPLICATION - ACQUISITION OF PEARL WILLIAMS PROPERTY LOCATED AT MING CAPISTRANO AND J tNIPERO SERRA ROAD (670501 Written Communication Report dated February 1, 1994, from the Director of Engineering and Building, recommending that the City apply for grant funding in the amount of $500,000 from the California Resources Agency's Environmental Enhancement and Mitigation Program to be used for the purchase of the 31 -acre Pearl City Council Minutes -7- 2/1/94 AGENDA ITEM February 1, 1994 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Reconsideration of a Span Wire/Wooden Pole Traffic Signal Installation at Camino Capistrano/Junipero Serra Road RECOMMENDATION It is recommended that the City Council direct Staff to proceed with the installation of a steel pole traffic signal at Camino Capistrano and Junipero Serra Road. SITUATION A. Summary and Recommendation Staff has considered the relative advantages and disadvantages of a span wire/wood pole traffic signal versus a steel pole traffic signal at Camino Capistrano and Junipero Serra and has determined that potential development in the area may not be within the near-term projection as initially anticipated. It is now believed that the temporary signal will more likely have a 5- to 10 -year life span. Staff is, therefore, recommending installation of steel poles at an increased cost of $19,000, requiring the deferral of currently budgeted projects to the 1994-95 fiscal year. B. Background The City Council approved the construction of a span wire/wooden pole traffic signal at the intersection of Camino Capistrano/Junipero Serra Road on June 15, 1993. This was determined by Staff to be a practical approach, because the existing intersection is not built to standard full width and because the City's Master Plan of Streets and Highways calls for the moving of Camino Capistrano some 600 feet to the east and the widening of both roads. The ultimate construction of the new intersection and steel pole assembly is a condition of the Pueblo Serra project (Tract 10634). As such, the traffic signal will have to be completely rebuilt at this new intersection, not to mention widening the street to twice the existing width. Another project at this intersection has recently been resubmitted to the City to review for a rezoning. It is, however, not believed that actual development on the project necessitating relocation of the traffic signal will occur much sooner than a five-year period and, more likely, in the 7- to 10 -year range. The City's contractor has provided a revised cost estimate of an additional $16,874.00. Because there are no formal approved plans, it is possible that some items have not been taken into account. An additional $2,126.00 should be considered for a total increase of $19,000 above the approved accepted bid of $55,648.00. It will also require an additional 12 - 14 weeks for the contractor to reorder and receive the new components. The City has no surplus gas tax monies for this additional cost. One possibility is to substitute this project for one that is scheduled. Staff would recommend that money be taken from the funds budgeted to the Country Hills Road Street Lights FOR CITY COUNCIL AGEN 6,30_, AGENDA ITEM • . February 1, 1994 Page 2 Installation ($12,000), and the School Safety Improvements ($10,000) that are in FY 93-94 CIP. It is suggested that Staff consider deferring these projects but that it be analyzed more thoroughly as part of the midyear budget review. FINANCIAL CONSIDERATIONS An estimated additional $19,000.00 above the $55,648.00 is required. No surplus gas tax funds are available. To proceed, would require the substitution of this project for an existing funded project. NOTIFICATION None ALTERNATE ACTIONS 1. Direct Staff to proceed with Capistrano/ Junipero Serra Road 2. Direct Staff to proceed with Capistrano/ Junipero Serra Road 3. Request Staff to return with ad( RECOMMENDATION the installation of the traffic signal at Camino with a steel pole configuration. the installation of the traffic signal at Camino with a span wire as originally approved. itional information. It is recommended that the City Council direct Staff to proceed with the installation of a steel pole traffic signal at Camino Capistrano and Junipero Serra Road. Respectfully submitted, William M. Huber, P.E. WMH/BJV:cI Please Sign, Date and Return This Cop June 17, 1993 Y In[11POINT( I (STO1umo 1961 1776 NP NO Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, California 90201 RECEIVED JUN 1 8 1993 SUPERIOR SIGNAL Re: Award of Contract - Traffic Signal Installation Gentlemen: MEMBERS OF THE CRY COUNCIL COLLENE CAMPBELL GARY L. HAUSDORFER GIL JONES CAROLYN NASH JEFF VASOUEZ CITY MANAGER GEORGESCARSOROUGH At their meeting of June 15, 1993, the City Council of the City of San Juan Capistrano awarded the contract for installation of a traffic signal at Camino Capistrano and Junipero Serra Road to your company at $55,648. A fully -executed copy of the agreement is enclosed for your records. All required insurance has been received. You are required to return an acknowledged copy of this Notice of Award. Thank you for your cooperation. If we can be of further assistance, please call. Ve truly yours, Cheryl Johnson City Clerk Enclosure cc: Director of Engineering and Building (with copy of contract) Bud Vokoun (with copy of contract) Director of Administrative Services Receipt of the foregoing Notice of Award is hereby acknowledged: 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 be complete, consisting of the asphalt concrete overlay of Del Obispo Street from Camino Del Avion to Paseo de la Paz: RESOLUTION NO. 93-6-15-1. COMPLETION OF PREVENTATIVE STREET MAINTENANCE 1992-1993 (ALL AMERICAN ASPHALT) -A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR PREVENTATIVE STREET MAINTENANCE 1992-1993 The Resolution accepted the work as complete in the amount of $92,590.34 and directed the City Clerk to forward a Notice of Completion to the County Recorder. Staff was authorized to release the 10% retention in the amount of $9,259.03 thirty-five (35) days after recording the Notice of Completion. —t,�P, 5. AWARD OF CONTRACT - TRAFFIC SIGNAL INSTALLATION AT CAMINO CAPISTRANO/JUNIPERO SERRA ROAD (SUPERIOR SIGNAL SERVICE. INC.) 600. As set forth in the Report dated June 15, 1993, from the Director of Engineering and Building, the contract for the construction improvements at Camino Capistrano/Junipero Serra Road consisting of the installation of traffic signal/pedestrian signals was awarded to the lowest responsible bidder, Superior Signal Service Co., in the amount of $55,648. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. 6. AWARD OF CONTRACT - REPLACEMENT OF PLAYGROUND EQUIPMENT. COOK PARK/LA NOVIA. COOK PARK/DEL CAMPO, AND FOUR OAKS PARK (ORTCO. INC.) (600.30) As set forth in the Report dated June 15, 1993, from the Director of Community Services, the contract for the replacement of playground equipment at Cook Park/La Novia, Cook Park/Del Campo, and Four Oaks Park was awarded to the lowest responsible bidder, ORTCO, Inc., in the amount of $61,633. All other bids were rejected. The Mayor and City Clerk were authorized to execute the contract on behalf of the City. RESOLUTION CERTIFYING THE CITY'S PAVEMENT MANAGEMENT PROGRAM AND AUTHORIZATION TO SUBMIT MEASURE M ELIGIBILITY DOCUMENTS 20.2 As set forth in the Report dated June 15, 1993, from the Director of Engineering and Building, the following Resolution was adopted certifying the City's Pavement Management Program as part of the procedure for local jurisdictions to maintain the City's annual eligibility for Measure M transportation improvement funds: RESOLUTION NO. 93-6-15-2. CERTIFYING EXISTENCE OF PAVEMENT MANAGEMENT PROGRAM - A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, CERTIFYING THE EXISTENCE OF A PAVEMENT MANAGEMENT PROGRAM Staff was authorized to submit the Measure M eligibility package to the Orange County Transportation Authority by June 30, 1993. City Council Minutes -3- 6/15/93 0 9 AGENDA ITEM June 15, 1993 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Award of Contract - Construction Improvements at Camino Capistrano/Junipero Serra Road RECOMMENDATION By motion, award the contract for construction improvements at Camino Capistrano/Junipero Serra Road to the low responsible bidder, Superior Signal Service, Co., in the amount of $55,648 and reject all other bids. Authorize the Mayor and City Clerk to execute the documents on behalf of the City. SITUATION A. Summary and Recommendation Bids were opened May 24, 1993, for improvements to Camino Capistrano/Junipero Serra Road. The bids are valid until July 8, 1993, a period of 45 days from the opening date. Staff is recommending award of contract to the low responsible bidder, Superior Signal Service, Co. in the amount of $55,648. B. Background Project description: This project consists of installing a traffic signal/pedestrian signals at the intersection of Camino Capistrano/Junipero Serra Road. The signal will be a span wire type because of its future displacement when Camino Capistrano is moved to the east. This project will also include minor pavement marking changes necessary for the signal. On July 7, 1992, the City Council approved Resolution No. 92-7-7-5 which adopted the appropriation and authorized the expenditure of $30,000 for construction of a traffic signal at this intersection. Though the design was completed prior to FY 92- 93, fiscal restraints did not allow the construction to go forward. However, staff has applied for and received $30,000 in Measure M funds to proceed with the construction. The original Engineering cost estimate did not include the signal cabinet and controller nor the large street name blades and signal head covers now being installed. This is an additional cost to the City of approximately $25,000. Traditionally, the cabinet and controller have not been included in the cost estimate because the City supplied them to the contractor at the time of construction. Bids were received on May 24, 1993, as follows: 1. Superior Signal Service, Co. $55,648 2. Signal Maintenance, Inc. 59,395 3. F.J. Johnson, Inc. 60,792 4. Steiny & Co., Inc. 62,325 5. B & D Contractors 63,383 6. Baxter -Griffin Co., Inc. 64,790 FOR CITY COUNCIL AGEN D 7 AGENDAITEM • June 15, 1993 Page 2 The following subcontractors were listed with the bid: Item of Work Subcontractor Traffic signing Orange County Striping and striping COMMISSION/BOARD REVIEW RECOMMENDATIONS r] L Address 183 N. Pixley, Orange, CA The project has been reviewed by ERB and has been given a Categorical Exemption (Class 1) via Notice of Exemption, dated September 1, 1992, and signed by Director of Planning. FINANCIAL CONSIDERATIONS Funds have been budgeted in Acct. No. 12-63500-4703-102 for $30,000 in FY 92-93. The engineer's construction cost estimate is $29,325. This $30,000 is up -front money for Measure M funds (for construr_tion) which has been approved and will be forthcoming. This cost estimate does not include the cost of the controller and cabinet and other miscellaneous (a cost of $25,000) which will be budgeted in 1993-94. A contract for the design was budgeted and completed in the amount of $6,500 prior to FY 92-93. NOTIFICATION None ALTERNATE ACTIONS 1. By motion, award the contract for construction improvements at Camino Capistrano/Junipero Serra Road and authorize the Mayor and the City Clerk to execute the documents on behalf of the City. 2. Do not award the contract. 3. Refer to staff for additional information. RECOMMENDATION By motion, award the contract for construction improvements at Camino Capistrano/Junipero Serra Road to the low responsible bidder, Superior Signal Service, Co., in the amount of $55,648 and reject all other bids. Authorize the Mayor and City Clerk to execute the documents on behalf of the City. Respectfully submitted, � William M. Huber, P.E. WMH/BJV:cl Attachment: Location Map f UNIPERO t r r `NCY CT• 9 PERFORMANCE BOND. BOND NO: 1253581 >e�Ml Ms MON d"M sw w Ica/ Y KNOW ALL MEN BY THESE PRESENTS: $401.00 ...odw S*Ad MM eDen aMPhGon Of agI • EXECUTED IN DUPLICATE 4*10dft rdsdw' =p4m That SUPERIOR SIGNAL SERVICE CORPORATION as Principal, hereinafter called CONTRACTOR, and INSURANCE COMPANY OF THE WEST as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San ]uan Capistrano, as Obligee, hereinafter called CITY, in the amount of FIFTY FIVE THOUSAND SIX HUNDRED FORTY EIGHT AND NO/100($55.648.0Oj:�ollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated ON OR ABOUT JUNE 2, 1993 entered into a(describe agreement)-. CONSTRUCTION OF TRAFFIC SIGNAL-CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD which contract is by reference made 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 remain in full force and effect. Surery 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 specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, Incurred by City in aucassfully enforcing such obligation, all to be taxed as costs and Included in any judgment rendered -2oC- , I C-»_.., Alue received. hereby stipulataed agrees that no change, extension of time, &iteration, of modiflcition of the contract documents or of the work to be performed thereunder, shall in any way affect its obtigaslons 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 performed thereunder. 19 93 at Executed this 2ND _ day of JUNE -- SANTA ANA Glifornia. APPROVED AS TO FORM PRINCIPAL. SUPERIOR SIGNAL SERVICE CORPORATION By, 6,4J& DDS (NOTARIZATION AND SEAL) SURETY INSURANCE COMPAW OF THE WEST -21C- 'TARIZXTION AND SEAL) JOHN M. GARRETT, ATTORNEY-IN-FACT State of CALIFORNIA County of LOS ANGELES On 6/7/93 before me, PEARL LOVETERE NOTARY PUBLIC DATE NAME, TITLE OF OFFICER - E.G., 'JANE DOE, NOTARY PUBLIC - H CHET personally appeared GALLAND ---------------------- NAME(S) OF SIGNERS) ® personally known to me - OR - ❑ 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 ac- knowledged to me that he/she/they executed the same in his/her/their authorized PEARL LOVETERE capacity(ies), and that by his/her/their COMM.#473174 signature(s) on the instrument the person(s), Notory CI`_9California QMV = or the entity upon behalf of which the LOS ANGELES COUNTY Comm. Expires SEP 10. 1496 person(s) acted, executed the instrument. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. WITNE my hand and official seal. � ' moo SIGNATURE OF NOTARY No. 5193 OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the document. ❑ INDIVIDUAL CORPORATE OFFICER(S) TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT SAN JUAN CAPISTRANO BONDS NUMBER OF PAGES DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE @1992 NATIONAL NOTARY ASSOCIATION • 8238 Remmet Ave., P.O. Boz 7184 • Canoga Park, CA 91 309-71 8 4 State of CALIFORNIA County of ORANGE On 6/2/93 before me, J.K. CUNNINGHAM, NOTARY PUBLIC NAME, TITLE OF OFFICER -E.G., 'JANE DOE, NOTARY PUBLIC - personally JOHN M. GARRETT ® personally known to me - OR ❑ / J. K. CUNNINGHAM(f o ' COMM. #970862 m NOTARY PJPIJC cHUGORNIA t3`« ORANGE COUNTY Iv �I MY COMMISSION EXPIRES SEP. 30, 1996 ij proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by law, it Could prevent fraudulent reattachment of this form. OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT CONTRACT BOND NUMBER OF PAGES 4 DATE OF DOCUMENT 6/2/93 Premium included LABOR AND MATERIAL BOND BOND No: 1253581 EXECUTED IN DUPLICATE 9 PWukm charged for Ml_q Bond is included in that shows KNOW ALL MEN BY THESE PRESENTS: That ma the Pertnraaace Bond. - WHEREAS, the City of San Juan Capistrano, A municipal corporation of Orange County, California, has awarded to SUPERIOR SIGNAL SERVICE CORPORATION License No. , hereinafter designated as "Principal", a contract for CONSTRUCTION OF TRAFFIC SIGNAL -CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD ;and WHEREAS, said Principal is required to furnish a bond in cortnectlan with the said contract providing that if said Principal, or any of his or its sub -contractors. shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we SUPERIOR SIGNAL SERVICE CORPORATION Principal, and INSURANCE COMPANY OF THE WEST as surety, are held firmly bound unto the City al San Juan—is trano, a municipal corporation, in the penal atm of FIFTY FIVE THOUSAND SIX HUNDRED FORTY EIGHT AND N0/100----- DOLLARS (SS 648.00 , lawful money of the UnitedStates 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 present& THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or subcontractors, 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 3, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bold shall inure to the benefit of any and all persons, companies and corporations entitled to flit claims under rid act, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured hereby, and in addition to the face amount spscified therefor, there shall be included coats and reasonable expenses cid fees, Including rossanable attorney's fees, incurred by City In successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered, -22C- IN WITNESS AEOF three (3) identical countxarta 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 2ND day of allNE --j 19 93 . The name and corporate seal of ear corporate party being hereto aftixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. APPROVED AS TO FORM SUPERIOR SIGNAL SERVICE CORPORATION PRINCIPAL "5*70,01 _� INSURANCE COMPANY OF THE WEST -23C- State of CALIFORNIA County of LOS ANGELES On 6/7/93 DATE before me, PEARL LOVETERE NOTARY PUBLIC NAME, TITLE OF OFFICER - E.G., "JANE DOE, NOTARY PUBLIC" personally appeared H. CHET GALLAND ---------------------- NAME(S) OF SIGNER(S) personally known to me - OR - ❑ 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 ac- knowledged to me that he/she/they executed the same in his/her/their authorized jPQ:ZZ0\ PEARLLOVEfERE capacity(ies), and that by his/her/their COMM. #973119 signature(s) on the instrument the persorl w Not PW9c — Calf I > No. 5193 OPTIONAL SECTION iiiiiiiiiiiiiiiiin CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to parsons relying on the document. ❑ INDIVIDUAL ® CORPORATE OFFICER(S) PRESIDENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED [-]GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: LOSS ANGELES COUNTYa or the entity upon behalf of which the My Lamm. ExpiresSEp tD, 1996 person(s) acted, executed the instrument. c� SIGNER IS REPRESENTING: WITNESA my hand and official seal. NAME OF PERSON(S)OR ENTITY(IES) SIGNATURE OF NOTARY OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT SAN JUAN CAPISTRANO BONDS THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF DOCUMENT Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. SIGNER(S) OTHER THAN NAMED ABOVE ®1992 NATIONAL NOTARY ASSOCIATION • 8238 Remmet Ave., P.O. Box 7184 • Canoga Park, CA 91309-7184 State of CALIFORNIA County of ORANGE On 6/2/93 before me, J.K. CUNNINGHAM, NOTARY PUBLIC NAME, TITLE OF OFFICER-E.G.. 'JANE DOE, NOTARY PUBLIC' personally appeared JOHN M. GARRETT NAME(B) OF SIGNER(S) ® personally known to me - OR ❑ i J. K. CUNNINGHAM o COMfV1. 14,970862 <_ NW,'RY PUBLIC C�uf0a,91A � ORANGE COUNTY N J MY COMMISSION EXPIRES SEP. 30, 1996 1 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) islare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacky(ies), and that by his/herttheir signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here Is not required by law, it could prevent fraudulent reattachment of this form. FC PA OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT CONTRACT BOND NUMBER OF PAGES 4 DATE OF DOCUMENT 6/2/93 Insura*e Company of thetest HOME OFFICE: SAN DIEGO, CALIFORNIA POWER OF ATTORNEY KNOW ALL MEN. 13Y THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporation duly authorized and existing under the laws of the State of CALIFORNIA and having its principal office in the City of San Diego, California, does hereby nominate, constitute and appoint: John M. Garrett Its true and lawful Attorney(s)-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof. This Power of Attorney Is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of INSURANCE COMPANY OF THE WEST at a meeting duly called and held on the 16th day of AUGUST, 1991, which said Resolution has not been amended or rescinded and of which the following is a true, full, and complete copy: "RESOLVED, that the Chairman of the Board, the President, an Executive Vice President or a Senior Vice President of the Company, be, and that each or any of them is, authorized to execute Powers of Attorney qualifying the attorney named In the given Power of Attorney to execute on behalf of the Company, bonds, undertakings, and all contracts of suretyship; and that a Vice President, an Assistant Vice President, a Secretary or an Assistant Secretary be, and that each or any of them hereby is, authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company. FURTHER RESOLVED, that the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached. FURTHER RESOLVED, that the Attorney -in -Fact may be given full power to execute for and in the name of and on behalf of the Company any and all bonds and undertakings as the business of the Company may require, and any such bonds or undertakings executed by any such Attorney -in -Fact shall be as binding upon the Company as if signed by an authorized officer of the Company.' IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officers this 12th day of October, 19922 +`toawrexr yrs INSURANCEtttPJ3,NY OF THE WEST ,J e000ro+nlro � /I /1 STATE OF CALIFORNIA COUNTY OF SAN DIEGO SS' r'tFow"�� oho L. Hannum; Senior Vice President �' On this 12th day of October, 1992 before the subscriber, a Notary'Publie of the Slate of California, in and for The County of San Diego, duty commissioned and qualified, came John L. Hannum, Senior Vice President of INSURANCE COMPANY OF THE WEST, to me personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith, that he is the said officer of the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the said Corporation, and that the said Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument by the Authority and direction of the said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day and year - first above written. =FFRANCIS SEAL FAIFORMCOUNTNtqCOUNTYSTATE OF CALIFORNIA S N EXPIRESCOUNTY OF SAN DIEGO I 1995Notary Public I, the undersigned, E. HeMPANY OF THE WEST, do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and has not been revoked. IN WITNESS WHEREOF, 1 have hereunto subscribed my name as Vice President, and affixed the Corporate SCAT of the Corporation, this 2ND day of JUNE 1g 93 `��oMr,srn� INSURANCE COMPANY OF THE WEST �aT �gO�toMlFo t / 4troaol. E. Horned 1 avis Vice President ICW CAL 37 B I D O P E N I N G R E P O R T Bids opened MAY 24, 1993 at 2:00 /,a(v(j/pm Project Title TRAFFIC SIGNAL INSTALLATION - CAMINO CAPISTRANO AND JUNIPERO SERRA RD Project Engineer BUD VOKOUN Pre -Bid Estimate29.-926_5Cj000 Bid Bid Bidder: Amount Bond 1. Baxter -Griffin CO., Inc. 64 -)qo 2. B F, D Constractors, Inc. In 3 5U (A� 3. F.J. Johnson, Inc. 79 2-- 4. 4 Signal Maintenance Inc. 5. Steiny '$ Company &2i 6. Superior Signal Service Corp. 65 6,Cf �/ c 7. 8. 9. 10. acc: City Clerk's Staff (3) Signed City Manager (1) Dated g The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. • • BID PROPOSAL 0 For the: TRAFFIC SIGNAL INSTALLATION - CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD From: SUPERIOR SIGNAL SERVICE CORP. Contractor To the Honorable City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 1991 Edition, including all supplements therefor, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: FIFTY FIVE THOUSAND SIX HUNDRED FORTY EIGHT $ 55,648.00 Words DettffltsFigures 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 Specifica- tions or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of Ninety (90) 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. • -3C- • • • The estimated quanti* of work indicated in the proposal approximate only being 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 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 bidder 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 "BIDDERS BOND" (Insert "$ cash", cashier's check, certified check) or bidder's bond on the forms from Pages 15C and 16C 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: WTT.T.T S CORROON SANTA ANA CA- Licensed A_Licensed in accordance with an act providing for the registration of contractors. License No. 283204 Dated: 5/10/93 Signature of B dder SUPERIOR SIGNAL SERVICE CORP. Induvidual or Firm Name H. CHET GALLAND PRESIDENT 7224 SCOUT AVE. Typed Name of Bidder & Title Typed Business Address BELL GARDENS, CA. 90201 Typed Co -Partner Name & Title Typed City, State, Zip Code (310) 927-4488 Typed Co -Partner Name & Title Typed Telephone Number (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 firms President, Secretary, Treasurer, and Manager thereof.) -4C- Further, the undersigntbidder certifies that he has thoroug• 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: 5/10/93 A110 Signature of Bidder H. CHET GALLAND PRESIDENT Typed Name of Bidder (310) 927-4488 Telephone Number 7224 SCOUT AVE. Street Number, Name, Etc. BELL GARDENS, CA. 90201 City, State, Zip Code • • -5c- • Item No. 1 2 3 4 • 5 6a or 6b • 9 SCHEDULE OF WORK ITEMS TRAFFIC SIGNAL Approximate Work Items With Unit Price Quantity (Written in Words) L.S. Furnish and install traffic signal for the lump sum price of FORTY SEVEN dollars. THOUSAND SIX HUNDRED TWENTY DOLLARS L.S. Control of traffic for the lump sum price of ONE THOUSAND dollars. L.S. L.S. _EA EI Remove and install traffic signing and striping for the lump sum price of FOUR THOLiSAND dollars. FOUR HUNDRED SIXTY FIVE DOLLARS Clearing, grubbing and removal of obstructions for the lump sum price of ONE THOUSAND DOLLARS dollars. Unit Price (In Figures) $ 47,620.00 Total Amount $ 47,620.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 $ 1,000.00 Street name blades for the price of ONE THOUSAND FIVE HUDNRED dollars each.DOLLARS $ 1, 562.00' $ 1,562.00 _EA Signal head covers for the average price of ONE DOLLARS dollars each. CITY TO FURNISH INSTALL ONLY _LS Signal head covers for the lump sum price of N/A dollars. $ 1.00 $ 1.00 $ N/A $ N/A Total Bid Price (Enter here and on Page 3C) FIFTY FIVE THOUSAND SIX HUNDRED FORTY EIGHT $ 55 649.00 Words Figures -6C- n U • NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ss. County of LOS ANGELES ) H. CHET GALLAND being first duly sworn deposes and says that he is PRESIDENT of SUPE.RTOR STCNAT, SERVTCE CQRP _ the party making the foregoing bid; that such bid LS not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with any one to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of any one interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED: 5/10/93 SIGNATURE On this the day of , 19_ before me, the undersigned, a Notary Public in and for said State, personnally appeared personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledged that executed it. WITNESS my hand and official seal. • Notary Public in and for said State -BC- State of CALIFORNIA Countyof LOS ANGELES On 5/10/93 beforeme, PEARL LOVETERE, NOTARY PUBLIC DATE NAME, TITLE OF OFFICER - E.G., -JANE DOE, NOTARY PUBLIC - personally appeared H. CHET GALLAND --------------------- NAME(S) OF SIGNER(S) X] personally known to me - OR - ❑ 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 ac- knowledged to me that he/she/they executed �[ the same in his/her/their authorized PEAR LOVEhIZE I capacity(ies), and that by his/her/their Cort. tv73119 signature(s) on the instrument the person(s), Nlotarfe .C—CoNfpNo or the entity upon behalf of which the LOS ANGELESErniroa SEP 10. 1Person() Couan QMy Comm..E1Wis acted, executed the instrument. 0% WITNESS my hand and Ida seal. SIGNATURE OF NOTARY No. 5193 OPTIONAL SECTION CAPACITY CLAIMED BY SIGNER Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the document. ❑ INDIVIDUAL MXORPORATE OFFICER(S) TITLE(S) ❑ PARTNER(S) ❑ LIMITED [-]GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME OF PERSON(S) OR ENTITY(IES) OPTIONAL SECTION THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT NON COLLUSION AFF. SAN JUAN THE DOCUMENT DESCRIBED AT RIGHT: NUMBER OF PAGES DATE OF STRADOCUMO BID 5/10/93 Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. SIGNER(S) OTHER THAN NAMED ABOVE 01992 NATIONAL NOTARY ASSOCIATION • 8238 Remmat Ave., P.O. Boz 7184 • Canoga Park, CA 91309-7184 • • n LJ 0 0 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 No.* Sub -Contractor** Address Phone No. 1. ORANGE COUNTY 1$3 N. PIXLEY (714) 639-4550 STRIPING ORANGE, CA. 2. 3. 4 5. 6. Note: *Per the "Schedule of Work Items" beginning on page 6C. **In accordance with Section 2-3.1, Paragraph 2 of the Standard Specifications for Public Works construction. -9C- • 17J Item No. Specialty Items* (Yes/No) 1. NO 2 . NO 3 . YES 4• NO 5. NO 6. Nn To to 1 *** Notes: G Work as a Percent of Bid ** 8% * In accordance with Section 2-3.1, Paragraph 6 of the Standard Specifications for Public Works Construction. ** In accordance with Section 2-3.1(b) of the Standard Specification for Public Works Construction. Where one subcontractor is doing more than one Item No. and (when applicable) the percent of work is for more than one Item No., insert the percent of work for the first Item No. the subcontractor is listed for and reference all other applicable Item No.'s (such as "see item No._") in relation to the first listing. *** Cannot be greater than or equal to 50%, in accordance with Section 2-3.1, Paragraph 6 of the Standard Specifications for Public Works Construction. SUPERIOR SIGNAL SERVICE CORP. BIDDER'S NAME vPRESIDENT AUTHORIZED SIGNATURE -I1C- INSTRUCTION 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, 1991 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 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 will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. • -13C- 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. 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 word9 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 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 for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City as a guarantee that the bidder, if . awarded the contract, will in good faith enter into such contract and furnish the required bonds. -14C- • 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 and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ten (10) percent 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 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. Withdrawl 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. E Opening of Bid Proposals The City 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 forty-five (45) 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 forty-five (45) 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, 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. -15C- 0 0 The bidder to whom the award is made shall execute a written contract with the City and • furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the notice of award of contract. The contract shall be made in the form adopted by the City. The release of the successful bidder's surety deposit, as previously stipulated (page 4C), shall be made upon the City'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 con- tract 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 of Performance The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of Ninety (90) 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. -16C- 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 pursuant to said Code and as listed in the "Notice Inviting Bids". • • Building 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. -17C- 9 0 BID BOND BOND NO: 132173 KNOW ALL MEN BY THESE PRESENTS, that we, SUPERIOR SIGNAL SERVICE CORPORATION as PRINCIPAL, and INSURANCE COMPANY OF THE WEST as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called TEN PERCENT (107) OF THE TOTAL AMOUNT BID IN DOLLARS City, in the sum of $-------109-----, for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents THE CONDITION Of THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated MAY 24 , 19_93j for the construction of TRAFFIC SIGNAL INSTALLATION CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall. within fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part of the obligation secured hereby, and In addition to the face amount specified therefor, there shall be Included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. -tBC- A n u IN WITNESS WHEREOF, the above -bounden parties have exocvted this instrument under their several seals this 21ST day of MAY. 19 93 the name and corporate seai of each corporate party beim affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) ATTEST (If Corporation) Corporate Seal ATTEST Title SUPERIOR SIGNAL SERVICE CORPORATION PMCIPAL !f / BY: Titlet -19C- State of CALIFORNIA County of ORANGE On 5/21/93 before me, J.K. CUNNINGHAM , NOTARY PUBLIC NAME, TITLE OF OFFICER-E.G., 'JANE DOE, NOTARY PUBLIC personally appeared JOHN M. GARRETT NAMES) OF SIGNER(S) ® personally known to me - OR ❑ ?? J. K. CUNNINGHAM CNjp ,,,,;.� COMM..'n`070cG2 s r_ •' Wi TA:RY P2101 -IC CaUFORNIA CRr1PiGE COUNTY N 11 MY 60MMISSW4 EXPIRES SEP. 30, 1996 proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. THIS CERTIFICATE MUST BE ATTACHED TO THE DOCUMENT DESCRIBED AT RIGHT: Though the data requested here is not required by law, it could prevent fraudulent reattachment of this form. PCAPA OPTIONAL SECTION TITLE OR TYPE OF DOCUMENT BID BOND NUMBER OF PAGES ;.- DATEOFDOCUMENT 5/21/93 Insurafe Company of the %est HOME OFFICE: SAN DIEGO, CALIFORNIA POWER OF ATTORNEY KNOW ALL MEN. BY THESE PRESENTS: That INSURANCE COMPANY OF THE WEST, a Corporation duly authorized and existing under the laws of the State of CALIFORNIA and having its principal office in the City of San Diego, California, does hereby nominate, constitute and appoint: John M. Garrett Its true and lawful Attorney(s)-In-Fact, with full power and authority hereby conferred In its name, place and stead, to execute, seal, acknowledge and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof. This Power of Attorney Is granted and Is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of INSURANCE COMPANY OF THE WEST at a meeting duly called and held on the 16th day of AUGUST, 1991, which said Resolution has not been amended or rescinded and of which the following is a true, full, and complete copy: "RESOLVED, that the Chairman of the Board, the President, an Executive Vice President or a Senior Vice President of the Company, be, and that each or any of them is, authorized to execute Powers of Attorney qualifying the attorney named In the given Power of Attorney to execute on behalf of the Company, bonds, undertakings, and all contracts of suretyship; and that a Vice President, an Assistant Vice President, a Secretary or an Assistant Secretary be, and that each or any of them hereby is, authorized to attest the execution of any such Power of Attorney, and to attach thereto the seal of the Company. FURTHER RESOLVED, that the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or to any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company when so affixed and in the future with respect to any bond, undertaking or contract of suretyship to which it is attached, FURTHER RESOLVED, that the Attorney -in -Fact may be given full power to execute for and In the name of and on behalf of the Company any and all bonds and undertakings as the business of the Company may require, and any such bonds or undertakings executed by any such Attorney -in -Feet shall be as binding upon the Company as If signed by an authorized officer of the Company.' IN WITNESS WHEREOF, INSURANCE COMPANY OF THE WEST has caused its official seal to be presents to be signed by Its duly authorized officers this 12th day of October, 1992. �4pW,M,O INSURANCE( � p.40rr0MlrG i t� STATE OF CALIFORNIA °ate,. �a �I ' COUNTY OF SAN DIEGO SS' °'ts°w�" john L. Hann hereunto affixed and these —L On this 12th day of October, 1992 before the subscriber, a Notary ublic of the State of California, in and for the County of San Diego, duly commissioned and qualified, came John L. Hannum, Senior Vice President of INSURANCE COMPANY OF THE WEST, to me personally known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the same, and being by me duly sworn, deposeth and saith, that he Is the said officer of the Corporation aforesaid, and that the seal affixed to the preceding Instrument is the Corporate Seal of the said Corporation, and that the said Corporate Seal and his signature as such officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day and year first above written. IN WITNESS WHEREOF, I have hereunto subscribed my name ,pp3 Vice President, and affixed the Corporals Seal of the Corporation, this 21ST day of MAY 19 Yj 4 Go+r�sro INSURANCE COMPANY OF THE WEST rts0""�r E. Harned avis Vice President ICW CAL 37 OFFICIAL SEAL FRANCIS FAFAUL STATE OF CALIFORNIA NOTARY DIEGO COUNT NW SAN DIEGO COUNTY COUNTY OF SAN DIEGO S x� ref"- MY COMMISSION EXPIRES AUGUST 11, 1995 - Notary Public I, the undersigned, E. He MPANY OF THE WEST, do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and has not been revoked. IN WITNESS WHEREOF, I have hereunto subscribed my name ,pp3 Vice President, and affixed the Corporals Seal of the Corporation, this 21ST day of MAY 19 Yj 4 Go+r�sro INSURANCE COMPANY OF THE WEST rts0""�r E. Harned avis Vice President ICW CAL 37 0 AFFIDAVIT OF PUBLICATION STATE OF CALIFORNIA COUNTY OF ORANGE 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 parry to or interested in the above entitled matter. I am the principal clerk of the Capistrano Valley News, a newspaper that has been adjudged to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California, on June 7, 1984, Case No. A-122949 in and for the City of San Juan Capistrano, County of Orange, State of California; that the notice, of which the annexed is a true printed copy, has been puoiished in each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to wit: April 29, May 6, 1993 I declare under penalty of perjury that the foregoing is true and correct. Executed at Mission Viejo, Orange County, California, on MaY... 6.,...19 9 3 ..................................................... I ............ (Signature) Capistrano Valley News (A Publication o/ South Orange County News) 23811 Via Fabricante P. O. Box 3629 Mission Viejo, California 92690 (714) 768-3631 0 RECEIVED Space below for Filing Stamp Only. Is, Mal 10 CIiY f1.00K ppr�RRTMt_41 Proof of Publication of NOTICE INVITING BIDS ............................................................................................................. i hr W TealRe 81ptl ohm tem Read. SM atmAxwtheim a -• CITY OF RAN NAM CAPIRTRANO osutcs cauNrr, ceurtoaMe renumw: C%Ast MVdW Nam - April 29, ■V 6. M 411sm E NOTICE OF TRANSMITTAL - LEGAL PUBLICATIONS TO: CAPISTRANO VALLEY NEWS Bea Gougeon, Legal FOR PUBLICATION ON: DOCUMENT TO BE PUBLISHED: PROOF OF PUBLICATION: AUTHORIZED BY: (2 � DATE: April 22, 1993 Date of Bid Opening Date (s) notice published Date affidavit received Date notice posted in designated posting places (3) E THURSDAY, APRIL 29, 1993 THURSDAY, MAY 6, 1993 NOTICE INVITING BIDS - TRAFFIC SIGNAL INSTALLATION - CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD Please send to: City Clerk's Department City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (714) 493-1171 - 05/24/93 - 04/29/93 - 05/06/93 - 1cl.3 dma - 04/29/93 NOTICE INVITING BIDS TRAFFIC SIGNAL INSTALLATION CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Traffic Signal Installation, Camino Capistrano and Junipero Serra Road, until 2:00 P.M. on the 24th day of May, 1993. A pre-bid conference is scheduled at 2:00 A.M. on the 10th day of May, 1993, at the City offices to assist contractors. Copies of Plans and Specifications are on file in the Office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of $10.00, plus a charge of $5.00 for each set of Plans and Specifications mailed. Dated: April 22, 1993 CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA PRESS RELEASE IV TRAFFIC SIGN NOTICE INVITING BIDS ROAD Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on Monday, the 24th day of May, 1993, receive sealed proposals or bids for the Traffic Signal Installation -Camino Capistrano at Junipero Serra Road and in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 1991 Edition, including all supplements therefor, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. No bid will be received unless it is made on a proposal provided within these specifi- cations. Each proposal or bid must be accompanied by a certified check, rash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. The bid check, r_ashier's check or bidder's bond of the successful bidder will be forfeited to said City in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 2:00 p.m. on Monday, the 10th day of May, 1993, at the City offices. The contractor shall have the opportunity for clarification or interpre- tation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City shall not dis- seminate any records of the conference. Exclusive of written addendums and this pre-bid conference, the City shall not be responsible for any instructions, explanations, or inter- pretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond equal in the amount of one -hundred percent (100%) of the contract price. The surety bond company must be selected from among the surety companies set forth in the surety list provided herein. -1C- The City Council reserv�cs the right to reject any and all bids eceived and to compare the relative merits of the respective bids and to choose that which in the opinion of said City will best serve the interests or needs of said City. A time limit of Ninety (90) calendar days has been set for the completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $10, nonrefundable, is required for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License number of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the City Council of the City of San Juan Capistrano, and is dated: --)/. 14 ;& U 2:/2e Com' CLERK/1T .� U CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA -2C- 44/al /9 s P 0 0 expressed the hope that the Market Place may commence again in the future. Council Member Campbell concurred. 2. SPECIAL ELECTION - APRIL 13 1993, (630 20) Al Simmons, 32302 Alipaz Street, expressed appreciation to City staff, the City Council, and residents for their efforts in the passage of Measure A (Mobile Home Park Vacancy Control) on April 13, 1993. He particularly thanked Council Members Nash and Vasquez for writing the argument in favor of the measure and the rebuttal argument. CONSENT CALENDAR It was moved by Council Member Hausdorfer, seconded by Council Member Nash, that the staff recommendations be accepted for the following items listed on the Consent Calendar. The motion carried by the following vote: AYES: Council Members Campbell, Hausdorfer, Nash, Vasquez, and Mayor Jones NOES: None ABSENT: None 1. RECEIVE AND FILE CITY TREASURER'S REPORT OF INVESTMENTS AS OF MARCH 31. 1993 (350.30) The City Treasurer's Report of investments as of March 31, 1993, in the total amount of $17,250,789.05 was received and filed. --� 2. APPROVAL OF PLANS, SPECIFICATIONS, AND AUTHORIZATION TO RECEIVE BIDS - TRAFFIC SIGNAL IMPROVEMENTS AT CAMINO CAPISTRANO/JUNIPERO SERRA ROAD As set forth in the Report dated April 20, 1993, from the Director of Engineering and Building, the plans and specifications were approved for the construction of the traffic signal at Camino Capistrano/Junipero Serra Road. Staff was authorized to call for bids. 3. APPROVAL OF SPECIFICATIONS AND AUTHORIZATION TO CALL FOR BIDS - SANITARY SEWER LINE MAINTENANCE (600.30) As set forth in the Report dated April 20, 1993, from the Director of Public Lands and Facilities, the specifications were approved for the City Sanitary Sewer Line Maintenance. Staff was authorized to call for bids on both a per -foot basis and an hourly basis for both routine and emergency work. The bids will be analyzed to determine if an annual contract would be more economical than the current per -job method of bidding. The following items on the Consent Calendar were considered separately, as requested by Mayor Jones: APPROVAL OF PLANS. SPECIFICATIONS. AND AUTHORIZATION TO RECEIVE BIDS - TRAFFIC SIGNAL INTERCONNECT IMPROVEMENTS TO DEL OBISPO STREET FROM ALIPAZ STREET TO PASEO MERCADO DE CAPISTRANO (600.30) Mayor Jones advised that although he lived within 2,500 feet of this project, he would vote in this matter because he felt the project would not have a significant impact on the value of his property and would, therefore, not be a conflict of interest. City Council Minutes -2- 4/20/93 • 0 AGENDA ITEM April 20, 1993 TO: George Scarborough, City Manager FROM: William M. Huber, Director of Engineering & Building SUBJECT: Approval of Plans and Specifications and Authorization to Receive Bids - Traffic Signal Improvements at Camino Capistrano/Junipero Serra Road RECOMMENDATION By motion, approve the plans and specifications for traffic signal improvements at Camino Capistrano/ Junipero Serra Road and authorize staff to receive bids. SITUATION A. Summary and Recommendation Design plans have been finalized for a cost of $6,500 for the construction of the traffic signal at Camino Capistrano/Junipero Serra Road. Staff is requesting approval of plans and specifications and authorization to receive bids for the improvements. A copy of the plans and specifications is available for review in the City Clerk's Office. B. Background Project Description: This project consists of installing a traffic signal and appropriate pedestrian signals. The signal will be a span wire type because of its future displacement when Camino Capistrano is moved to the east. This project will also include minor pavement marking changes necessary for the signal. On July 7, 1992, the City Council approved Resolution No. 92-7-7-5 which adopted the appropriation and authorized the expenditure of $30,000 for construction of a traffic signal at this intersection. Though the design was completed prior to FY 92- 93, fiscal restraints did not allow the construction to go forward. However, staff has applied for and received $30,000 in Measure M funds to proceed with the construction. The original Engineering cost estimate did not include the signal cabinet and controller. This is an additional cost to the City of approximately $20,000. Traditionally, these items have not been included in the cost estimate because the City supplied these items to the contractor at the time of construction. COMMISSION/BOARD REVIEW RECOMMENDATIONS The project has been reviewed and has been given a Categorical Exemption (Class 1) via Notice of Exemption, dated September 1, 1992, and signed by Director of Planning. FOR CITY COUNCIL AGEN 02- AGENDAITEM • . April 20, 1993 Page 2 FINANCIAL CONSIDERATIONS Funds have been budgeted in Account No. 12-63500-4703-102 for $30,000 in FY 92-93. The design engineer's construction cost estimate is $29,325 for FY 92-93. This $30,000 is up -front money for Measure M funds (for construction) which has been approved and will be forthcoming. This cost estimate does not include the cost of the controller and cabinet (a cost of $20,000) which will be budgeted in 1993-94. A contract for the design was budgeted and completed in the amount of $6,500 prior to FY 92-93. NOTIFICATION None ALTERNATE ACTIONS 1. Approve the plans and specifications for traffic signal improvements at Camino Capistrano/Junipero Serra Road and authorize staff to receive bids. 2. Do not approve the plans and specifications. 3. Refer to staff for additional information. RECOMMENDATION By motion, approve the plans and specifications for traffic signal improvements at Camino Capistrano/Junipero Serra Road and authorize staff to receive bids. Respectfully submitted, l�f/;Z� 4 William M. Huber, P.E. WMH/BJV:cl Attachment: Location Map i 050�� Golden Eagle Insurance Company,,, , San Diego, California REINSTATEMENT NOTICE POLICY NUMBER COMMERCIAL AND TYPE REINSTATEMENT —1. — `"" EFFECTIVE DATE 03 31 94 I IT IS UNDERSTOOD AND AGREED THAT THE POLICY FOR THE NUMBER SHOWN ABOVE AND ISSUED BY THE COMPANY NAMED BELOW IS HEREBY REINSTATED EFFECTIVE ON THE REINSTATEMENT EFFECTIVE DATE SHOWN HEREON. F SUPERIOR SIGNAL SERVICE CORPORATION Nanted 7224 SCOUT AVENUE INSURED BELL GARDENS, CA 90201 L_ F POIICY ISU/DERBY INSURANCE ASSOCIATES, INC. Issued 223 SOUTH GLENDORA AVENUE #201 hrough (Agent) GLENDORA, CA 91740-3442 GOLDEN EAGLE INSURANCE COMPANY LSAN DIEGO CALIFORNIA \ l By HINNE DEK no"30 94 19_ OAT N �IEGO, CA MALLEO FROM Mongagee ALL PARTIES AS LISTED IN FILE or Loss RECEIVING NOTICE Payable -PER LIST ATTACHED - L r CCP 23 82 15 CITY OF SAN JUAN CAPISTRANO Mongagee COMMUNITY REDEVELOPMENT AGENCY or Loss IIV � Payable 32400 PASEO ADELANTO L_ SAN JUAN CAPISTRANO, CA 92675 J GOLDEN EAGLE INSURANCE COMPANY `< 7175 Navajo Road • San Diego, California 92119-1642 • (619)463-58q(*R-,K Mailing Address: P.O. Box 85826 • San Diego. California 92186-5826 FAX: (619) 460-8860 Date: MARCH 21, 1994 CCP 23 82 15 To CITY OF SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY 32400 PASEO ADELANTO SAN JUAN CAPISTRANO, CA 92675 Regarding: Policy Number: CCP 23 82 15 Named Insured: SUPERIOR SIGNAL SERVICE CORPORATION Cancellation Date: MARCH 31, 1994 The above referenced policy in which you hold an interest as a loss payee or additional insured, was cancelled due to the following reason(s): X Non -Payment of Premium Non -Report of Payroll/Audit - Company Election insured's Request Non -Payment — Finance In order to comply with the terms and conditions of the insurance policy or your certificate of Insurance, we will provide coverage "For your interest Only" for a period of 15 days from the date of this letter. We would suggest that you contact your client for replacement insurance coverage. G den Eagle Insurai e Company K. WHINNERY/DEK CC: ISU/DERBY INSURANCE ASSOCIATES, INC. GE UNO 0034 (01-93) p OF 1 NSURANCE j4 P= :OLDEN EAGLE INSUNCE C* ANY P.O VERA OX 85826 - SAN DIEGO, CA 92186-5826 SUPERIOR SIGNAL SERVICE CORPORATION POLICY NO: CCP 21821; -on AUTOMATIC ADDITIONAL INSUREDS - CONSTRUCTION CONTRACTS Effective Date: October 29, 1993 (At 12:01 A.H. Standard Time) Named Insured: Superior Signal Service Corporation THIS ENDORSEMENT CHANGES THE POLICY EFFECTIVE ON THE INCEPTION DATE OF THE POLICY UNLESS ANOTHER DATE IS INDICATED BELOW. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY Fr :.P.,.he following provision is added to Section II (Who is an Insured). JS Any persons) or organization(s) (hereinafter called "Additional Insured") with whom you agree in a written construction contract to name as an Insured is an Insured with respect to liability arising out of "Your Work" for the Additional Insured on the project specified in the construction contract, including acts or omissions of the Additional Insured in connection with the general supervision of "Your Work." However, the insurance provided to the Additional Insured does not apply to: a. "Bodily injury," "property damage," or "personal injury," occurring after: (1) All work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the Additional Insured at the site of the covered operations has been completed; or (2) That portion of "Your Work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. b. "Property damage" to: (1) Property owned, used or occupied by or rented to the Additional Insured; (2) Property in the care, custody, or control of the Additional Insured or over which the Additional GE CG 840 (03-92) Page 1 of 2 Includes copyrighted material of Insurance Services, Inc., 1984 Insured is for any purpose exercising physical control; or (3) "Your Work" for the Additional Insured. C. "Bodily injury," "property damage," or "personal injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services for you, for the Additional Insured, or for others, including: (1) The preparing, approving, or failing to approve maps, drawings, opinions, reports, surveys, change orders, designs, or specifications, and (2) Supervisory, inspection, or engineering services. These exclusions apply in addition to those contained in the Commercial General Liability Coverage part. ' Ge THIS ENDORSEMENT DOES NOT APPLY TO PRODUCTS OR COMPLETED OPERATIONS LIABILITY.' :6 E'CG'840.(03-92) = Page 2 of 2 Includes copyrighted material of Insuranco'ser 1ces,'inc.f 1984 . F . P.O �OLDEN EAGLE INSURANCE :OX 85826 - SAN DIEGO, .ANY 02186-5826 SUPERIOR SIGNAL SERVICE CORPORATION POLICY NO: rrp )18-?i;_nn AUTOMATIC ADDITIONAL INSUREDS - CONSTRUCTION CONTRACTS Effective Date: October 29, 1993 (At 12:01 A.H. Standard TLma) Named Insured: Superior Signal Service Corporation THIS ENDORSEMENT CHANGES THE POLICY EFFECTIVE ON THE INCEPTION DATE OF THE POLICY UNLESS ANOTHER DATE IS INDICATED BELOW. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL, GENERAL LIABILITY :-t-The following provision is added to Section II (Who is an Insured). 5. Any person(s) or organization(s) (hereinafter called "Additional Insured") with whom you agree in a written construction contract to name as an Insured is an Insured with respect to liability arising out of "Your Work" for the Additional Insured on the project specified in the construction contract, including acts or omissions of the Additional Insured in connection with the general supervision of "Your Work." However, the insurance provided to the Additional Insured does not apply to: a. "Bodily injury," "property damage," or "personal injury," occurring after: (1) All work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the Additional Insured at the site of the covered operations has been completed; or (2) That portion of "Your Work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. b. "Property damage" to: (1) Property owned, used or occupied by or rented to the Additional Insured; (2) Property in the care, custody, or control of the Additional Insured or over which the Additional GE CG 840 (03-92) Page 1 of 2 includes copyrighted material of insurance Services, Inc., 1984 4 Insured is control; or for any purpose exercising physical (3) "Your Work" for the Additional Insured. C. "Bodily injury," "property damage," or "personal injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services for you, for the additional Insured, or for others, including: (1) The preparing, approving, or failing to approve maps, drawings, opinions, reports, surveys, change orders, designs, or specifications, and (2) Supervisory, inspection, or engineering services. These exclusions apply in addition to those contained in the Commercial General Liability Coverage part. 0 THIS ENDORSEMENT DOES NOT --APPLY TO PRODUCTS OR COMPLETED OPERATIONS LIABILITY.' ,'ti3 il. _ =% GB'CG :840 ,(03-92); ` Page 2 of 2 =:s �Znclades copyrighted material of Insurance services, Znc., 1984 . INSURED ?COMPANY s .LETTER _ B u -' Superior Signal Service Corporatior MMNNP I 7224 Scout Avenue ILETTER C! 6 p -----------------------------------------------------------i Bell Gardens, California 9620.i !C6fl.Afl ILETTER D --------------------------------------------------------------- ETTER E COVERAs,EB__________________________________________________________________________________ THIS IS "0 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE �DR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR. CONDITION OF ANY CONTACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN �HE INSURANCE AFFORDED BY THE POLICIES DESCRIBED 'HEREIN IS SUBJECT TO ALL THE TERMS. I EXCLUSIONS AND CONDITIONS OF SUCH POLICIL LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ICC I i POLICY .'- POLICY ILTRI TYPE 0r' INSURANCE POLICY NCMBER r==ECTI'VE EXPIRETION; I DATE DATE GENERAL LIABILITY A 1 I CCR 238215-00 i:Xl COMMERCIAL GENERAL LIABILITY! [ I CLAIMS MADE [X] OCCUR. ! IXI OWNER'S 8 CONTRACTOR'S PROT.1 !I ] AUTOMOBILE LIABILITY iE I ANY AUTO A II ] ALL OWNED AUTOS IiXI SCHEDULED AUTOS [X] HIRED AUTOS EX,] NON -OWNED AUTOS C I SARAGE LIABILITY iI ! R EXCESS LIABILITY I ]Umbrella Form !IX--ther Than Umbrella Form WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY I OTHER i ! j CCP 238215 -Vi '-------''--------'------------------------------------------ I ! GENERAL AGGREGA'E_ I$ _ 2,000,0".r.0 i 10/29/93 ! 10/29/94 !�P.C60CT5 CaflGIC S AG6AE6A?E-- 18 I bbb�Wi- fiERSDflAC"b Ab AT----------A?--T - "bbb�bbb- j"EACA-CCCOARENCE----------------�----T-bbb�bbb- -VIAE-6Afl "E—fAr one fire?_ -T$ -"---"-SE bIFI y --- I ! -AE AI�°AL �XAEAE ;Am one aersonT_€------- ,Mu I ---------+---- --------*-------------i I I COMBINED SINGLE 1 LIMIT 0n0,06;; t II------------------------------------------------' 11/23,93 ?0/29/94 BOD?!_ INJURY ! tPer Person) !$ BODILY INJURY ! !Per accrdentl i$ --------------------------------+- PROPERTY DAMAGE i$ *----------------*----------*---------*--------------------------------------- i EXC 2382:6-06 :6/29/93 1 10/29/94 ! EACH DCCURENCE _I$_ 606 ----------------------------------------------------------------------------------------- 1 NWC 180606-01 02/06/93 1 02106,'94 STA7U'ORY LIMITS SAGA CIIIEAT�--------------T$---I W-17jbb_ 9T7117--EACR719^C114EE- ----------------------------------------------------------------------- --- - ! c i DESCRIPTIDN OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Certificate holder is named as Additional Insured per attached C9846 Endorsement as respects to operations of name insured at Camino Ca2ietrar;u 8 Junipere Serra Road. +*lv Du Notice cf Cancellation `or non-payment of eremi CERTIFICATE HOLDER ====_____________________ _______ CITY OF SAN JUAN CAPiSTRANO =-rcm:rity Redevelopment Acency 32400 Paseo Adeian o "San Juan Capistran•i CR 9267` -------------------------------- o ISSUE DATE (?:MyDGr'Y1') .1--� C E R T I F I C A T E D F I N 5 U 3 A >: C E t I i PRODUCER !THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND.' ISU/DERBY INSURANCE ASSOCIATEE IEXTEN? OR ALTER THE COVERAGE AFFORDED BY THE CGLiCIES BELOW 223 S. GLENDOR.A AVE SUITE 201 ----------------------------- P. 0.rOX. 549 COMPANIES AFFORDING COVERAGE Glendora, CA 9'.740 !---------------------------------------- ------------------------------�: !8181 96�-8581 iCOMPANY 3oiden Eagle Insurance Company INSURED ?COMPANY s .LETTER _ B u -' Superior Signal Service Corporatior MMNNP I 7224 Scout Avenue ILETTER C! 6 p -----------------------------------------------------------i Bell Gardens, California 9620.i !C6fl.Afl ILETTER D --------------------------------------------------------------- ETTER E COVERAs,EB__________________________________________________________________________________ THIS IS "0 CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE �DR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT TERM OR. CONDITION OF ANY CONTACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN �HE INSURANCE AFFORDED BY THE POLICIES DESCRIBED 'HEREIN IS SUBJECT TO ALL THE TERMS. I EXCLUSIONS AND CONDITIONS OF SUCH POLICIL LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ICC I i POLICY .'- POLICY ILTRI TYPE 0r' INSURANCE POLICY NCMBER r==ECTI'VE EXPIRETION; I DATE DATE GENERAL LIABILITY A 1 I CCR 238215-00 i:Xl COMMERCIAL GENERAL LIABILITY! [ I CLAIMS MADE [X] OCCUR. ! IXI OWNER'S 8 CONTRACTOR'S PROT.1 !I ] AUTOMOBILE LIABILITY iE I ANY AUTO A II ] ALL OWNED AUTOS IiXI SCHEDULED AUTOS [X] HIRED AUTOS EX,] NON -OWNED AUTOS C I SARAGE LIABILITY iI ! R EXCESS LIABILITY I ]Umbrella Form !IX--ther Than Umbrella Form WORKER'S COMPENSATION AND EMPLOYERS' LIABILITY I OTHER i ! j CCP 238215 -Vi '-------''--------'------------------------------------------ I ! GENERAL AGGREGA'E_ I$ _ 2,000,0".r.0 i 10/29/93 ! 10/29/94 !�P.C60CT5 CaflGIC S AG6AE6A?E-- 18 I bbb�Wi- fiERSDflAC"b Ab AT----------A?--T - "bbb�bbb- j"EACA-CCCOARENCE----------------�----T-bbb�bbb- -VIAE-6Afl "E—fAr one fire?_ -T$ -"---"-SE bIFI y --- I ! -AE AI�°AL �XAEAE ;Am one aersonT_€------- ,Mu I ---------+---- --------*-------------i I I COMBINED SINGLE 1 LIMIT 0n0,06;; t II------------------------------------------------' 11/23,93 ?0/29/94 BOD?!_ INJURY ! tPer Person) !$ BODILY INJURY ! !Per accrdentl i$ --------------------------------+- PROPERTY DAMAGE i$ *----------------*----------*---------*--------------------------------------- i EXC 2382:6-06 :6/29/93 1 10/29/94 ! EACH DCCURENCE _I$_ 606 ----------------------------------------------------------------------------------------- 1 NWC 180606-01 02/06/93 1 02106,'94 STA7U'ORY LIMITS SAGA CIIIEAT�--------------T$---I W-17jbb_ 9T7117--EACR719^C114EE- ----------------------------------------------------------------------- --- - ! c i DESCRIPTIDN OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS Certificate holder is named as Additional Insured per attached C9846 Endorsement as respects to operations of name insured at Camino Ca2ietrar;u 8 Junipere Serra Road. +*lv Du Notice cf Cancellation `or non-payment of eremi CERTIFICATE HOLDER ====_____________________ _______ CITY OF SAN JUAN CAPiSTRANO =-rcm:rity Redevelopment Acency 32400 Paseo Adeian o "San Juan Capistran•i CR 9267` -------------------------------- ! SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL"EFORE THE i EX.PIRA'ION DATE THEREOF, THE ISSUING COMPANY KIKKXXHNNHNHBHXXTN *AIL 1" DPYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE I I LEFT, HNTXHNIHNRHXINXNNIKXXHNBNXXNiSIBH HKXINRNHHXNHXNHHIiNTINNXNR I I KINHtKITYXNHXNNYXKINHXNNNNXINHXHNNNNNY N�NTHX NHHSHNINIIYHHX ----------- - ---- -- --- -- --- -- - ---------------' I AUTHORIZED REPRESENTATIVE o .. 2 rn �p9 rn t I i ! SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELL"EFORE THE i EX.PIRA'ION DATE THEREOF, THE ISSUING COMPANY KIKKXXHNNHNHBHXXTN *AIL 1" DPYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE I I LEFT, HNTXHNIHNRHXINXNNIKXXHNBNXXNiSIBH HKXINRNHHXNHXNHHIiNTINNXNR I I KINHtKITYXNHXNNYXKINHXNNNNXINHXHNNNNNY N�NTHX NHHSHNINIIYHHX ----------- - ---- -- --- -- --- -- - ---------------' I AUTHORIZED REPRESENTATIVE NOV-01-'93 MON 15:31 ID:SUPERIOR SIGNRL TEL N0:310 928-9689 • • LIABILITY ENDORSEMENT CITY OF SAN JUAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY 32400 Paseo Adelarrto San Juan Capistrano, California 92675 ATTN-. A. POLICY INFORMATION Endorsement ,9 1. Insurance Company Golden Eagle Ins. Co. • Policy Number #CCP 2 2. Policy Term (From)10-29-93 (TO)JO-29-94 ;Endorsement Effie 3. Named Insured Superior Signal Service Corporation 4. Address of Named Insured 7224 Scout Avenue, Bell Gardens CA 9 5. Limit of Liability Any One Occurrence ggregate 1,000,000 General Liability Aggregate (check one:) Applies "per location/project" Is twice the occurrence limit x 6. Deductible or Self -Insured Retention (Nil unless otherwise specifieO 7. Coverage is equivalent to: Comprehensive General Liability form GL0002 (Ed 1/73) Commercial General Liability "claims -made" form CG0002 8. Bodily Injury and Property Damage Coverage is: "claims -made" X "occurrence" If claims -made, the retroactive date is B. POLICY AMENDMENTS ' 3 _ 0r: X This endorsement is issued in consideration of the policy premium. Notwithstanding any inconsistent statement in the policy to which this endorsement is attached or any other endorsement attached thereto, it is agreed as follows: 1. INSURED. The City and the Community Redevelopment Agency, its elected or appointed officers, officials, employees and volunteers are included as insureds with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, or (c) premises owned, leased or used by the Named Insured. 2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the Named Insured for or on behalf of the City; or (b) products sold by the Named Insured to the Clty; or (c) premises leased by the Named Insured from the City, the insurance afforded by this policy shall be primary insurance as respects the City, Its elected or appointed officers, officials, employees or volunteers; or stand in an unbroken chain of coverage excess of the ;Named Insureds scheduled underlying primary coverage. In either event, any other insurance maintained by the City, its elected or appointed officers, officials, employees or volunteers shall be in excess of this insurance and shall not contribute with it. 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage at least as broad as: (1) Insurance Services Office form number GL 0002 (Ed. 1/73), Comprehensive Gener Liability Insurance and Insurance Services Office form number GL 0404 Broad For comprehensive General Liability endorsement; or (2) Insurance Services Office Commercial General Liability Coverage, "occurrence form CG 0001 or "claims -made" form CG 0002; or (3) If excess, affords coverage which is at least as broad as the primary insurane forms referenced in the preceding sections (1) and (2). 4. SEVERABILITY OF INTEREST. The insurance afforded by this policy applies separately t each Insured who is seeking coverage or against whom a claim is made or a suit is brought except with respect to the Company's limit of liability. 3. PROVISIONS REGARDING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply with reporting provisions of the policy shall not affect coverage providec to the City and the Community Redevelopment Agency, its elected or appointed officers; officials, employees or volunteers. 6. CANCELLATION NOTICE. The insurance afforded by this policy shall not be suspended voided, cancelled, reduced in coverage or in limits except after thirty (30) days' prior writter notice by certified mail return receipt requested has been given to the City. Such notice shall be addressed as shown in the heading of this endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN:Perrau Title Department e r o e Company 2 • n nue �., Street Address v r City State Zip Code (818) 963-8581 Telephone D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER I, Lisa_ T. Perrault (print/type name), warrant that I have authority to bind the below listed insurance company and by my signature hereon do so bind this company. SIGNATURE OF AUTHORIZED REPRESENTATIVE (original signature required on endorsement furnished to the City) CFCANIZATICN: ISU-Derby Insurance Assoriates, inc. TITLE: Cust, Se ADMESS: 223 S. Glendora Ave., #201, Glendora CA 91741TELEPKTE: (818)963-8581 r_ r OLDEN EAGLE INSURANCE P.O. OX 85826 - SAN DIEGO, Co CA 72186-5826 SUPERIOR SIGNAL SERVICE CORPORATION POLICY NO: CCP 238215-00 AUTOMATIC ADDITIONAL INSUREDS — CONSTRUCTION CONTRACTS Effective Date: October 29, 1993 (At 12:01 A.M. standard Time) Named Insured: Superior Signal Service Corporation THIS ENDORSEMENT CHANGES THE POLICY EFFECTIVE ON THE INCEPTION DATE OF THE POLICY UNLESS ANOTHER DATE IS INDICATED BELOW. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY ,*e- following provision is added to Section II (Who is an Insured) . 5. Any person(s) or organization(s) (hereinafter called "Additional Insured") with whom you agree in a written construction contract to name as an Insured is an Insured with respect to liability arising out of "Your Work" for the Additional Insured on the project specified in the construction contract, including acts or omissions of the Additional Insured in connection with the general supervision of "Your Work." However, the insurance provided to the Additional Insured does not apply to: a. "Bodily injury," "property damage," or "personal injury," occurring after: (1) All work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the Additional Insured at the site of the covered operations has been completed; or (2) That portion of "Your Work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. b. "Property damage" to: (1) Property owned, used or occupied by or rented to the Additional Insured; (2) Property in the care, custody, or control of the Additional Insured or over which the Additional GE CG 840 (03-92) Page 1 of 2 Includes copyrighted material of Insurance services, Inc., 1984 Insured is for any purpose exercising physical control; or (3) "Your Work" for the Additional Insured. C. "Bodily injury," "property damage," or "personal injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services for you, for the Additional Insured, or for others, including: (1) The preparing, approving, or failing to approve maps, drawings, opinions, reports, surveys, change orders, designs, or specifications, and (2) Supervisory, inspection, or engineering services. These exclusions apply in addition to those contained in the Commercial General Liability Coverage part. THIS ENDORSEMENT DOES NOT APPLY TO PRODUCTS OR COMPLETED OPERATIONS LIABILITY. GE CG 840 (03-92) Page 2 of 2 Includes copyrighted material of Insurance Services, Inc., 1984 '•GOLDEN EAGLE INSURANCE CWINY P.O. BOX 85826 - SAN DIEGO, CA 92186-5826 SUPERIOR SIGNAL SERVICE CORPORATION POLICY NO: CCP 248215-00 AUTOMATIC ADDITIONAL INSUREDS - CONSTRUCTION CONTRACTS Effective Date: October 29, 1993 (At 12:01 A.M. Standard Time) Named Insured: Superior Signal Service Corporation THIS ENDORSEMENT CHANGES THE POLICY EFFECTIVE ON THE INCEPTION DATE OF THE POLICY UNLESS ANOTHER DATE IS INDICATED BELOW. PLEASE READ IT CAREFULLY. This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY 4 - ,;.fie following provision is added to Section II (Who is an Insured). 5. Any person(s) or organization(s) (hereinafter called "Additional Insured") with whom you agree in a written construction contract to name as an Insured is an Insured with respect to liability arising out of "Your Work" for the Additional Insured on the project specified in the construction contract, including acts or omissions of the Additional Insured in connection with the general supervision of "Your Work." However, the insurance provided to the Additional Insured does not apply to: a. "Bodily injury," "property damage," or "personal injury," occurring after: (1) All work on the project (other than service, maintenance or repairs) to be performed by or on behalf of the Additional Insured at the site of the covered operations has been completed; or (2) That portion of "Your Work" out of which the injury or damage arises has been put to its intended use by any person or organization other than another contractor or subcontractor engaged in performing operations for a principal as a part of the same project. b. "Property damage" to: (1) Property owned, used or occupied by or rented to the Additional Insured; (2) Property in the care, custody, or control of the Additional Insured or over which the Additional GE CG 840 (03-92) Page 1 of 2 Includes copyrighted material of Insurance Services, Inc., 1984 Insured is control; or F--I LJ for any purpose exercising physical (3) "Your Work" for the Additional Insured. C. "Bodily injury," "property damage," or "personal injury" arising out of an architect's, engineer's, or surveyor's rendering of or failure to render any professional services for you, for the Additional Insured, or for - others, including: (1) The preparing, approving, or failing to approve maps, drawings, opinions, reports, surveys, change orders, designs, or specifications, and (2) Supervisory, inspection, or engineering services. These exclusions apply in addition to those contained in the Commercial General Liability Coverage part. . `i THIS ENDORSEMENT DOES NOT APPLY TO PRODUCTS OR COMPLETED OPERATIONS LIABILITY. GE CG 840 (03-92) Page 2 of 2 Includes copyrighted material of Insurance Services, Inc., 1984 ' nmvo 1961 1776 October 29, 1993 Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, California 90201 Re: Camino Capistrano and Junipero Serra Road)) Dear Gentlemen: MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY L. HAUSOORFER GIL JONES CAROLYN NASH JEFFVASOUEZ CITY MANAGER GEORGESCARBOROUGH The General Liability and Automobile Liability Certificates of Insurance, regarding the above -referenced project, are due to expire on October 29, 1993. In accordance with your agreement, the insurance certificates need to be renewed for an additional period of one year. The agreement requires a general liability endorsement form naming the City of San Juan Capistrano as an additional insured. I have included one of the City approved endorsement forms to submit to your insurance company; however, your insurance company may provide their own endorsement form. Please forward the updated certificates and the endorsement form to the City, attention City Clerk's office, by November 13th. If you have any questions, please contact me at (714) 493-1171 extension 243. Thank you for your cooperation. Very truly yours, ltmk061aad"'e, Dawn M. Schanderl Deputy City Clerk Enclosure cc: Cheryl Johnson, City Clerk Bud Vokoun, Senior Civil Engineer 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 499.1171 F-1 L • Golden Eagle Insurance Company San Diego, California REINSTATEMENT NOTICE POLICY NUMBER EXC 20 18 72 AND TYPE EXCESS LIABILITY REINSTATEMENT EFFECTIVE DATE 08 26 93 F:I IT IS UNDERSTOOD AND AGREED THAT THE POLICY FOR THE NUMBER SHOWN ABOVE AND ISSUED BY THE COMPANY NAMED BELOW IS HEREBY REINSTATED EFFECTIVE ON THE REINSTATEMENT EFFECTIVE DATE SHOWN HEREON. EXC 20 18 72 F SUPERIOR SIGNAL SERVICE CORPORATION 7224 SCOUT AVENUE Named INSURED BELL GARDENS, CA 90201 L J F PDIIcy ISU/DERBY INSURANCE ASSOCIATES, INC. Issued P.O. BOX 549 Nrougb (AgeroI GLENDORA, CA 91740 GOLDEN EAGLE INSURANCE COMPANY 1 /�j\ /SANN DIEGO CALIFORNIA L J By / �� /VSA� D. KVATE / AB SEPTEMBER 10. .19 91_ DATE MAILED SAN DIEGO, CA NAILED FROM Mortgagee ALL PARTIES AS LISTED IN FILE or Loss RECEIVING NOTICE Payable _PER LIST ATTACHED— L F EXC 20 18 72 CITY OF SAN JUAN CAPISTRANO Mortgagee COMM REDEV' T AGCY or Loss 32400 PASEO ADELANTO Payable SAN JUAN CAPISTRANO CA 92675 1. J • [7 GOLDEN EAGLE INSURANCE COMPANY 1175 Navajo Road • San Diego, California 92119-1642 • (619) 463-5800 Mailing Address: P.O. Box 85826 • San Diego, California 92186-5826 FAX: (619) 460-8860 Date: SEPTEMBER O8, 1993 EXC 20 18 72 To: CITY OF SAN JUAN CAPISTRANO COMM REDEV'T AGCY 32400 PASEO ADELANTO SAN JUAN CAPISTRANO CA 92675 Regarding: Policy Number: EXC 20 18 72 �- IPr S�C✓tiL 10f Named Insured: SUPERIOR SIGNAL SERVICE CORPORATION Cancellation Date: AUGUST 26, 1993 The above referenced policy in which you hold an interest as a loss payee or additional insured, was cancelled due to the following reason(s): Non -Payment of Premium Non -Report of Payroll/Audit Company Election Insured's Request X Non -Payment — Finance In order to comply with the terms and conditions of the insurance policy or your certificate of Insurance, we will provide coverage "For your interest Only" for a period of 15 days from the date of this letter. We would suggest that you contact your client for replacement insurance coverage 1 1 Golden Eagle Insurance Company M. CORDERO/CAB CC: ISU/DERBY INSURANCE ASSOCIATES, INC. 'L 1 GE UND 0034 )01.93) I ISSUE DATE (MM/DD/YY) I I CERTIFICATE OF INSURANCE 1 — I I 11 1 06/07/93 1 I I I PRODUCER MIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND COWERS I I IND RIGHTS UPON THE CERTIFICATE HOLDER. THIS CETTIFICATE DOES NOT AMEID,1 I ISU/DERBY INSURANCE ASSOCIATES (EXTEND OR ALTER THE (XiVERABE AFFORDED BY THE POLICIES BELOW I 1 223 S. GLENDM AVE SUITE 201 1 1 I P. 0. BOX 549 1 COMPANIES AFFORDING COVERA6E I I Glendora CA 91740 1 1 1 (818) i( -8581 ICOPAIY Golden Eagle Insurance Company I I INSURED ICOPCW4 — — I I ILETTER B I I Superior Signal Service Corporation [COMPANY I I 7224 Smut Avenue (LETTER C I I Bell Gardens, California 90201 I I I ILEiTER D 1 I I I I ILETTER E I 1= COVERAGES I I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BSA HAW BEEN ISM TO THE INSURED WINED ABOVE FOR THE POLICY PERIOD I I INDICATED NOTWITHSTANDING ANY REIIUTAElENT TERM OR CONDITION OF ANY CONTACT OR OTHER DOCUMENT WITH RESPECT TO MUCH THIS I 1 EXCLUSIONS AND CONDITIONS OF SUCH POLRTIFIFAIE MAY BE ISM OR MAY TICI�S. LIMMITS SHOWN MAY HAW BEEN REDUCED BY PAID CLAIMS.RANCE AFFORDED BY THE POLICIES DESCRIBED IN IS SUBJECT TO ALL THE TERMS. ICO I I I POLICY I POLICY I I ILTRI TYPE OF INSURANCE I POLICY NUMBER IEFFECTIVE IEXPIRATICHI LIMITS i I I I DATE I DATE I I II I I I GENERAL LIABILITY I I I I GF7ERCL A6RE6ATEIt 2,000.000 1 1 A I I CCP 20 18 71 110/29/92 1 10/29/93 I I I IEXI COMERCIAL GENERAL LIABILITY I I I TbbB'b�l I I E l TRAINS MADE [X] OCCUR. I i I I -Is I um 1 I I EXl ORER' S i CONTRACTOR• S PROT. I I I I l6QTi7�C- one i� 3ii. uuu I X�y onpe-") IS —5'QU0 1 I I AUTOMOBILE LIABILITY I I I I COMM SINGLE I I I I I I I 1 LIMIT If 1 000,000 1 1 I[1ANY AM I I I I I I A 11 1 ALL OWED AUTOS I CSA 20 i8 71 1 10/29/92 1 10/29/93 1 BODILY INJURY I I I iEXl SCHEDULED AUTOS I i I I (Per person) 1$ 1 1 1EXI HIRED AUTOS I I I I I I I EXI NOM-ONEII AUTOS I I I I BODILY INJURY I I 1 11 1 SWAM LIABILITY I I I I (Per accident) If I I I I I 1 I PROPERTY DAMAGE I I 1 I I 1 1 If I I A I EXCESS LIABILITY I EXC 20 18 72 110/29/92 1 10/29/93 1EACH OCCUAENCE If 2 000 1 1 11 lUlmbrella Form I I I I 000 I I IEXIOther Than Umbrella Form 1 1 1 1 1 I 1 I A I WORMER'S COMPENSATION I NNC 180606-01 102/06/93 1 02/06/94 1 1 STATUTORY LIMITS I I I I A® I I I I EACH ACCIDENT is 1 000, 1 I I EMPLOYERS' LIABILITY I I I I I I I I I I I -LIVOYLE Is I UUU.UUU I I I OTHER I I I I I I I I I i 1 I I I I I I I I I I I I I I I I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHIM B/SPECIAL ITEMS Re: Camino Capistrano & Junipero Serra Road. I Certificate holder is additional insured as respects operations of the named insured per 1 endorsement attached. Certificate holder is amended to read per endorsement attached, U I section 8-1 I 1 +a10 Days for Non -Payment of Premiumff I 1= CERTIFICATE HOLDER CANCELLATION I I I SHOULD ANY OF THE ADM DESCRIBED POLICIES BE CANCELLED BEFORE THE 1 I City of San Juan Capistrano I EXPIRATION DATE THEREOF TUE ISSUING COMPANY CIKKXXq XXB I I Community Redevelopment Agency I MAIL 30 DAYS WRITTEN ADTICE M THE CERTIFICATE HIM NAMED M THE I 1 32400 Paseo Adelanto I LEFT KMXKKIKKMXBXIUIKXXKMIIXXMIIQXKM WDUKMIII =NnWR 1 I San Juan Capistrano CR 92675 1 KXniniXXMXAOXKIIUXMAM 4KXPNRMUXIIUAWWKIMMWMMUAVWj I AUTHORIZED - 3UN-07-'93 NON 11:19 ID#FERIOR SIWAL TEL N0:310 99689 #336 P03 LIA131LITY ENDORSEMENT CITY OF SAN 3UAN CAPISTRANO COMMUNITY REDEVELOPMENT AGENCY 31400 Paseo Adelanto San 3uan Capiatrano, Califonda 92673 ATTNs A. POLICY INFORMATION Endorsement N I. Insurance Company Golden Eagle I n s 2. Policy Term (From) - - o - 3. Named Insured Su error Signal Servic( 4. Address of Named Insure(1224 Scout Avei 1. Limit of Liability Any One Occurrence Policy Number CCP201871 I Endorsement Effective Date - - 95 oration General Liability Aggregate (check one-) Applies "per location/project" Is twice the occurrence limit xxxx 6. Deductible or Self -Insured Retention (Nil unless otherwise specifledh 7. Coverage Is equivalent to: Comprehensive General Liability form GL0002 (Ed 1/73) Commercial General Liability "claims -made" form CG0002 8. Bodily Injury and Property Damage Coverage Is - "claims -made" XXX "occurrence" If claims -made, the retroactive date is B. POLICY AMENDMENTS Asa This endorsement is issued in consideration of the policy premium. Notwithstanding any Inconsistent statement in the policy to which this endorsement Is attached or any other endorsement attached thereto, it is agreed as followst 1. INSURED, The City and the Community Redevelopment Agency, Its elected or appointed officers, officials, employees and volunteers are included as insureds with regard to damages and defense of claims arising from: (a) activities performed by or on behalf of the Named Insured, (b) products and completed operations of the Named Insured, or (c) premises owned, leased or used by the Named Insured. 2. CONTRIBUTION NOT REQUIRED. As respects: (a) work performed by the Named Insured for or on behalf of the City; or (b) products sold by the Named Insured to the City; or (c) premises leased by the Named Insured from the City, the Insurance afforded by this policy shall be primary insurance as respects the City, Its elected or appointed officers, officials, employees or volunteers; or stand In an unbroken chain of coverage excess of the Named Insureds scheduled underlying primary coverage. in either event, any other insurance maintained by the City, its elected or appointed officers, officials, employees or volunteers shall be In excess of this insurance and shall not contribute with it. ?UN -07-'9.3 MON 11:20 II PERIOR SIGNAL TEL 110:310 99689 #336 PO4 3. SCOPE OF COVERAGE. This policy, if primary, affords coverage at least as broad as: (1) (2) (3) Insurance Services Office form number GL 0002 (Ed. 1/73), Comprehensive Genera Liability Insurance and Insurance Services Office form number GL 0404 Broad For comprehensive General Liability endorsement; or Insurance Services Office Commercial General Liability Coverage, "occur form CG 0001 or "claims -made" form CG 0002; or If excess, affords coverage which is at least as broad as the primary forms referenced in the preceding sections (1) and (2). ♦. SEVERAEMATY OF INTEREST. The insurance afforded by this policy applies separately to each insured who is seeking coverage or against whom a claim is made or a suit is brought, except with respect !-5 the Company's limit of liability. 3. PROVISIONS REGA DING THE INSURED'S DUTIES AFTER ACCIDENT OR LOSS. Any failure to comply w,[h reporting provisions of the policy shat( not affect coverage provI ec to the City and the Community Redevelopment Agency, its elected or appointed offIcers. officials, employees or volunteers. 6. CANCELLATION NOTICE. The Insurance afforded by this policy shall not be suspend voided, cancelled, reduced in coverage or in limits except after thirty (30) days' prior writ notice by certified mail return receipt requested has been given to the City. Such not shall be addressed as shown in the heading of this endorsement. C. INCIDENT AND CLAIM REPORTING PROCEDURE Incidents and claims are to be reported to the insurer at: ATTN: Lisa Perrault Title Department ISU-Derhy_Insurance Associates, Inc. ompany) 223 South Glendora Avenue #201 freerAddress) Glendora CA 91741 (City) tate Zip Code X18) 983-8581 Z1 a ep e D. SIGNATURE OF INSURER OR AUTHORIZED REPRESENTATIVE OF THE INSURER C. Granados (print/ pe name), wawa that I have authority to bind the below Iiste( company and by my gnatut hefgon do so/inil)is pomp*nWs., SIGNATURE OF AAORIKED REPRSSENTATI E (original signature required�9 endorsement furnished to the City) (Cafifornfa 0il Code, .(J _, -4 de i e r �'�. 3 1 Cl. r t tic, i)rr Juni..... I, i97's NOTI{i'E tf0 PROPERTY OWNER—Ifoit not i fit io fu : i tit i,))v _ I, it s, a 1 t p t , st or materials furnished or to he Furnished, a' .mechanic's lien leading to the loss, through co u t 1 r , I lair, 1 rot it t i Ig r, r 111 is I'. n of .: u- a I pI .Ty being so improved mar be placed against the property even though you have paid yo it iatric, i in Ial . "a n q + to t I,wM , t une I a :ainst this consequence hN ill requiring your contractor to furnish a signed release by the prism w f i i i ri vi, ig , o, I hi; r;t t e ac I e nak, r g f a n, at to your contractor or (2) mp other method � or device which is appropriate under the c,rcua stt ue: this is nota lien phis is nota reflection at tl a a 1.{r I I of a, y t m i r Ic'o ,' su )l u'tr icto, j TO: CITY OF SAN JUAN CAPIETRAIJO r::::d-,IULY_.._22_,_199_3— u's�R �32400 PASEO ADELANTO ,• II ,,,SAN JUAN CAPI_ S_ TRA_NO_. CA__ 926_7_:_- tier %RE FIERERY NO'IIPIED 1 h c tie undersigned has furnished or will furnish h 1---r. ervices, equipment or matet'ials of the folloD- it o le cri tion. SIGNS.STENCILS.STRIPING,SANDBLASTING.MARKERS.GC&kRDWAIL.THERMOPLASTIC For the building. structure. orGAMINO CAPISTRANO/JUNIPERA SERRA O PO *132 work of improvement located THF, :NAME AND ADDRESS OF THE PERSON WHO CJNTRACTED FOR THE. PURCHASE OF SCCH LABOR, StRb ICE'i EQ1APMENT OR MAIER4AL iE 'If SUPERIOR SIGNAL TO: °RiRACTOR NAL CONTRACT?224 SCOUT AVENUE OR ,vD OITR11ACTOR BELL GARDENS. CA 90201 r frost funds to which supplemental fringe benefits are paN'able,\ veeu-. AUIIRESS I I FA ME ADDRESS NAME A1,uenal..icu nut rr9airrd to hunnh the nhnl Name of person or firm furnishing E ,shot, service equipment oor material ORANGE COUNTY STRIPING SERVICE, INC. - LIC. #346095 E ri_ _ N 183 NORTH PIXLEY STREET—ORANGE, CA 92668 D Address 4_ E VICE-PRESIDENT/TREASURER JULY 22. 1993 By — Tnle _ Date_ R STEP N d. HEINZ - * - - NOTICE -� TO: - - TO CONS'T'RUCTION LENDER ONLY t uNSENDFR Estimated total price of the labor, services, OR equipment or materials described hereon. REPUI n ('OFSI RUION INDER S ACKNOWLEDGMENT OF RECEIPT OF PRELIMINARY 20 -DAY NOTICE (Section M97.1, (7alif. Civil Cod,) This acknowledges receipt on _ of copy of this preliminary 20 -day notice al /Date) - -- - - /Address Rhere Notice received/ Date:_ - ( Date this acknowledgment is executed) /Addressor descr,pnon o) lob site) /siynahtre o) person acknoR ledging receipt, with ride i/ ncA now 7.d Crile n r it ..lade on hchai) of anoth.....mnI of this notice, please detach and sign this acknowledgment and return same to sender • oauo us¢ Ia November 21, 1994 Mr. Bill Hahn Superior Signal Service Corporation �-- 7224 Scout Avenue Bell Gardens, CA 90201 Re: Traffic Signal Construction - Junipero Serra Road/Camino Capistrano Stop Notice Release of Retention Dear Mr. Hahn: MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY L. HAUSDORFER GIL JONES CAROLYN NASH JEFF VASQUEZ CITY MANAGER GEORGE SCARBOROUGH The City is in receipt of the enclosed Release of Stop Notice from Walters Wholesale Electric Company for the work on the subject project, which was accepted by the City Council on July 19. At this time, $5,604.69 in retention is being requested to be released, since there are no further outstanding stop notices or other issues related to the work. Should there be any questions or additional information needed, do not hesitate to contact me at (714) 443-6348. Very truly yours, Theodore G. Simon City Engineer TGS:ssg enclosure cc: Cindy Pendleton% Cheryl Johnson Denis L. Evert, Walters Wholesale Electric Co. ted\ l l -21 sig.let 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO. CALIFORNIA 92675 0 (714) 493-1171 0 0 Release of Stop Notice TO'. CITY OF SAN JUAN 32400 PASEO ADELANTO, SAN You are hereby notified that the undersigned claimant releases that certain Stop Notice dated AUGUST 5, 1994 .inlheamountofS8,336.91 against CITY OF SAN JUAN CAPISTRANO m owner or public body and SUPERIOR SIGNAL SERVICE as prime contractor in connection with the work ofimprovemenl known m "TRAFFIC SIGNAL LIGHTING" CAMINO CAPISTRANO S JUNIPERO SERRA, SAN JUAN CAPISTRANO, CALIF. inlhe Cilyof SAN JUAN CAPISTRANO ,County of ORANGE Dale NOVEMBER 8, 1994 ,State of Catifornia. Nameol'Claimant WALIERS WHOLESALE ELECTRIC COMPANY By moi/ �/ f }/ OF COLLEC�TIOONNSS (0>rnal Capaeily) VERIFICATION I, the undersigned, stale. 1 am the AGENT OF I"Asmrof'."Prrsidrnrof'.-A Pannerof "Oawrrof'. erel the claimant named in the foregoing Release; l have read said Release of Stop Notice and know the contents thereof, and I certify that the same is true of my own knowledge. 1 certify (or declare) under penalty of perjury under the laws of the Slate of California that the foregoing is true and corral. Executed on NOVEMBER 8, ,1994 at LONG BEACH, CALIF. California. (Sunsets" of Claimant ar Au1hMz1f Aamr l arCA FOAM a (REV. 343) am SUPER132 - 4 CALIFORNIA ALL-PURPOSE SKNOWLEDGMENT • State o CountM of NAME(SI OF SIGNERS) personally known to me - OR - ❑ 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 ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the LOS M1CHb'tG01I'/r11 person(s) acted, executed the instrument. My Co m1.Elwr+elWGit1006 hand and official seal. OPTIONAL No. 5907 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: OF DESCRIPTION OF ATTACHED DOCUMENT 6� V TITLE OR TYPE OF 60CUMENT NUMBER OF PAGES , Ualka I Ti'_ DATE OF DOCU ENT N SIGNER(S) OTH THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 RemMW Ave., P.O. Boz 7184 - Canoga Park, CA 91309-7184 C On ! i �t� before me, i1 �r�" 1. C DATE NAME. TITLE OFFICCEER�E.G.,' E DOE, NOTARY PUBLIC personally appeared l l �� > /i• �/ 1 NAME(SI OF SIGNERS) personally known to me - OR - ❑ 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 ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the LOS M1CHb'tG01I'/r11 person(s) acted, executed the instrument. My Co m1.Elwr+elWGit1006 hand and official seal. OPTIONAL No. 5907 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: OF DESCRIPTION OF ATTACHED DOCUMENT 6� V TITLE OR TYPE OF 60CUMENT NUMBER OF PAGES , Ualka I Ti'_ DATE OF DOCU ENT N SIGNER(S) OTH THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 RemMW Ave., P.O. Boz 7184 - Canoga Park, CA 91309-7184 October 28, 1994 daft 6e I I(, PON III Innlm 1961 1776 Mr. Bill Hahn Superior Signal Service Corporation -e-- 7224 Scout Avenue Bell Gardens, CA 90201 Re: Traffic Signal Construction - Junipero Serra Road/Camino Capistrano Stop Notice Dear Mr. Hahn: MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY HAUSDORFER GIL JONES CAROLYN NASH JEFF VASQUEZ CITY MANAGER GEORGESCARBOROUGH CSC The City is in receipt of the enclosed release of stop notice from Orange County Striping Service, Inc. for the work on the subject project which was accepted by the City Council on July 19. At this time, $5,604.69 in retention is being withheld until release is received from Walters Wholesale Electric Company for the only other stop notice. Should there be any questions or additional information needed, do not hesitate to contact me at 443- 6348. Very truly yours, Theodore G. Simon City Engineer TGS:ch Enclosure cc: Cindy Pendleton, Director of Administrative Services Cheryl Johnson, City Clerk 1✓ Stephen J. Heinzen, Orange County Striping Service, Inc. Denis L. Evert, Walters Wholesale Electric Company 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 A" . ASSOCIATED GENERAL CONTRACTORS OF CALI FORNIA RELEASE OF STOP NOTICE (Public or Private Work) TO: City of San Juan Capistrano Construction Lender (or party with whom Stop Notice was filed) - 32400 Paseo Adelanto San Juan Capistrano. CA 92675 (Address) You are hereby notified that the undersigned claimant releases that certain Stop Notice dated July 7, 1994 , in the amount of $ City of San Juan Capistrano 4,165.00 as owner or public body and (if applicable) SimPr; or Signal Corporation as prime contractor in connection with the work of improvement known as Juniperro Serra Road/Camino Capistrano in the City of Orange, County of Orange State of California. Date October 20, 1994 against CM F Name of Claimant Orange County Striping Service Inc (Firm Name) c •! By ` �r�� (LL 1a ti Stephen J. HeinzAnignature) Vice President/Treasurer (Official Capacity) © Associated General Contractors of California, Inc. 1990 Form AGCC-21 M CALIFORNIA ACKNOWLEDGMENT State of County of On /C// before mei oA E personally appeared ❑ personally known to me - OR - ❑ DONM DE a Ilary" sr_x _ . i 0 %L C4,- NAME. C/NAM ME(S) OF SIGf - E.G.. "JANE Z' dd to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL No 4' 7 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER 777❑III INDIVIDUAL yy CO ATE O CER V�c �� TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: SIGNER IS REPRESENTING: NAME RSON(S) OR ENTITY(IES) DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYP F DOCUM NT i NUMBER OF PAGES /0 /..) i "DATE OF DOCUMENT SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION • 8236 Remmet Ave., P.O. Box 7184 • Canoga Park. CA 91309-7184 UNCONDITIO*WAIVER AND RELEASE UPON PROGRESS PAYMENT (California Civil Code No. 3262 (d) (2) The undersigned has been paid and has received a progress payment in the sum of S 3748.50 for labor, services, equipment or material furnished to Superior Signal on the job of (YOUR CUSTOMER) City of San Juan Capistrano (OWNER) located at Juniperro Serra Road/Camino Capistrano 005 DESCAIPTION) and does hereby release pro tanto any mechanic's lien, stop notice or bond right that the undersigned has on the above referenced job to the following extent. This release covers a progress payment for tabor, services, equipment or material furnished to Superior Signal through October 20, 1994 IOATE) furnished after that date. Dated: October 20, 1994 OCT 271994 (YOUR CUSTOMER) only and does not cover any retention or items Orange County Striping Service, Inc ICOMPANY NAME) By: J Ll c � (� L, TITLE) Stephen J. Heinzen, Vice President NOTE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM. NOTE: If reprinted, last paragraph must be BOLD FACE TYPE. SOI 30B ASSOCIATED GENERAL CONTRACTORS OF CALIFORNIA RELEASE OF STOP NOTICE (Public or Private Work) TO: City of San Juan Capistrano Construction Lender (or party with whom Stop Notice was 32400 Paseo Adelanto San Juan Capistrano, C.A 92675 (Address) You are hereby notified that the undersigned claimant releases that certain Stop Notice dated July 7, 1994 in the amount of $ 4,165.00 City of San Juan Capistrano as owner or public body and (if applicable) Snnar; or Signal gnal Corporation as prime contractor in connection with the work of improvement known as Juniperro Serra Road/Camino Capistrano in the City of Orange County of Orange State of California. Date October 20, 1994 against Name of Claimant Orange County Striping Service Inc (Firm Name) By I( Stephen J. Heinzenignature) Vice President/Treasurer (Official Capacity) © Associated General Contractors of California, Inc. 1990 Form AGCC-21 STATE OF CALIFORNIA COUNTY OF )SS. On before me, the undersigned, a Notary Public in and for said State, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person whose name subscribed to the within instrument and acknowledged that executed the same. WITNESS my hand and official seal. (This area for official notarial seal) Signature NOTE: This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This form is intended to meet the requirements of California law as of October 1, 1989. -2- CALIFORNIA ALL-PURPORACKNOWLEDGMENT State of a County of On /OZ�U/9G/ before me{� DA E NAME, TITLE OF 6FFI8ER-E.G., "JANE DO ,NOTARY PUB1 " personally appeared AME(S) OF SIG S) ❑ personally known to me - OR - ❑ pro d to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and ac- knowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), ADNW ,L4MARMR or the entity upon behalf of which the jEC�� person(s) acted, executed the instrument. ORANGW n_— WITNESS my hand and official seal. SIGNATURE OF NOTARY OPTIONAL No, 5901 Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER �❑l INDIVIDUAL y�e COT9i3ATEOFj�ICER / TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DESCRIPTION OF ATTACHED DOCUMENT TITLE OR TYP OF DOCUM NT NUMBER OF PAGES M /.201�l /DATE 'OF DOCUMENT SIGNER IS REPRESENTING: - NAME/9F/QRS"ON�(S)�O.RCETN(TITY(IES) Q _ �'f--�=_— SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION - 8236 Remmet Ave., P.O. Box 7184 - Canoga Park, CA 91309-7184 • C] UNCONDITIONAL WAIVER AND RELEASE UPON PROGRESS PAYMENT (California Civil Code No. 3262 (d) (2) The undersigned has been paid and has received a progress payment in the sum of $ 3748.50 for labor, services, equipment or material furnished to Superior Sig al on the job of (YOUR CUSTOMER) City of San Juan Capistrano (OWNER) located at Juniperro Serra Road/Camino Capistrano (JOB DESCRIPTION) and does hereby release pro tanto any mechanic's lien, stop notice or bond right that the undersigned has on the above referenced job to the following extent. This release covers a progress payment for labor, services, equipment or material furnished to Superior Signal (YOUR CUSTOMER) through October 20, 1994 only and does not cover any retention or items )DATE) furnished after that date. Dated: October 20, 1994 OCT 2 7 1994 �! OF SANAANnOWMAND C4UPoItN1A <, Orange County Striping Service, Inc �(COMP/NY NAMp1 TrtIE) Stephen J. Heinzen, Vice President NOTE: THIS DOCUMENT WAIVES RIGHTS UNCONDITIONALLY AND STATES THAT YOU HAVE BEEN PAID FOR GIVING UP THOSE RIGHTS. THIS DOCUMENT IS ENFORCEABLE AGAINST YOU IF YOU SIGN IT, EVEN IF YOU HAVE NOT BEEN PAID. IF YOU HAVE NOT BEEN PAID, USE A CONDITIONAL RELEASE FORM. NOTE: If reprinted, last paragraph must be BOLD FACE TYPE. SDI 3DB I • August 11, 1994 Mr. Bill Hahn Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, California 90201 Ken I �' In[OIIOAAIIO 1776 L- .n� - a1 . •... la . .1 Dear Mr. Hahn: MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY HAUSOORFER GIL JONES CAROLYN NASH JEFFVASOUE2 CITY MANAGER GEORGESCAREOROUGH At their meeting of July 19, 1994, the City Council of the City of San Juan Capistrano adopted Resolution No. 94-7-19-3, accepting the work completed for installation of a traffic signal at Camino Capistrano and Junipero Serra Road in the amount of $56,046.88. A copy of Resolution No. 94-7-19-3 is enclosed for your information. The retention will be payable upon 35 days from recording the Notice of Completion. The Notice was recorded on July 29, 1994; therefore, the final payment, in the amount of $5,604.69, may be released on September 2, 1994. However, the Administrative Services Department has been instructed to withhold the retention due to Stop Notices which have been received. When Theodore Simon, City Engineer, has received acceptable releases on the Stop Notices, the final payment will be released. If you have any questions, please do not hesitate to call. Very truly yours, Cheryl Joh on City Clerk Enclosure cc: Director of Engineering and Building Theodore Simon Accounts Payable 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 0 ji x+oxrxxum mxm+xm ' 1961 1776 July 18, 1994 Mr. Bill Hahn Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, CA 90201 Re: Traffic Signal Construction Junipero Serra Road/Camino Capistrano Stop Notice Dear Mr. Hahn: MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY L. HAUSDORFER GIL JONES CAROLYN NASH JEFF VASQUEZ CITY MANAGER GEORGESCARBOROUGH The City is in receipt of the enclosed Stop Notice from Orange County Striping Service. The work is complete and is to be accepted by the City Council on July 19th. Nevertheless, funds in the amount of $4,165 will be withheld from the $5,604.69 in retention until an acceptable release is received. Should there be any questions or additional information needed, do not hesitate to contact me at 443-6348. Very truly yours, Theodore G. Simon City Engineer TGS:ssg enclosure cc: Cheryl Johnson—.-' Cindy Pendleton Stephen J. Heinzen, Orange County Striping Service, Inc. ted\7-I8ocst.let D 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 493-1171 � STOP NOTICE �O LEGAL NOTICE TO WITHHOLD CONSTRUCTION FUNDS m J L 4 1994 V (Public or Private Work) (Per California Civil Code Section 3103) ` M To: City of San Juan Cayistnuno Pmiwt Caminn Cani strano/.hminera Serra Ibex a onw Able air a emwsml ba all no/Jimippra Paseo Adelanto (Florin n aewa b e a" w sese m len ea w. +earn a palm Imp nmol (.,mea San .h1an Canistrann, CA 92675 San Juan Capistano ' ICH orae aq wi (co ane as al TAKE NOTICE THAT Orange ('.rnmTy Stri Hina Servire_ Tnr IWlnawa pY]Mtl want A mYa l[q'Mn ,rNPw M�waaeq abnlwaMP4aen9aMl whose address is 1RS'4nrth PixI4, flrane, CA 07fifiA ww a eelwlw La,�.e sen msn has performed labor and furnished materials for a work of improvement described as follows: C,i,,,, CnPi ctan ,/.T,m; po,,: Serra P n. li7 lain aM RAm q A, Pwa +Me M w mbM wn MINNI The labor and materials furnished by claimant are of the following general kind: Remn,,/Tnctal l Sie :^8 & ltiipirtg Iveb a I,ew. w.sn. awlwx. a mwe bwu.a w gwaa a boon a [w1wX1 The labor and materials were furnished to or for the following party:. Ciiperi,r 'Zign w T Ixaa a n aM as oar n. ww w mwn Total value of the whole amount of labor and materials agreed to be furnished 6:...._.._... ......... ........... f 4165.00 The value of the labor and materials furnished to date is: ........ _....... ..................................................... $ 4165.00 Claimant has been paid the sum of: .. ............... ..... ................ ........... _....._. f 0 and there is due, owing and unpaid the sum of. $ 4165.00 You are required to set aside su6kient hens to satisfy this claim with interest, can costs and reasonable costs of litigation, as provided by law. ybu are also notified that claimant claims an equitable lien against any construction folds for this project which are in your hands. FIRMNAME: Orange County Striping Service, Inc Irbl.awawwaal ey: JS 4 St ,i en - e'iinaz`en,a ce"eWesi1e'nt" VERIFICATION I, the undersigned, say: I am the vi,c-. Rraisi dffia r at+mwr.oew a-.'pna.el the claimant maned in the fore9oag Stop Notice: I have read said Stop Notice and know the contents tereot the same Is tore of my own knoweedq. I declare uoer penalty of perjury under the laws of ft State of California mel fro foregoing is tore and correct. i Executed on I elm 19'1at v C . California. nonn"e me Wbndaor.awe molneu e"wnl IM1dw 14 LO 11"me vanes V+b9welaenb N/.aO�Mn9Maw00iN owre9ann�•wbb REOUEar FOR NOTICE OF ELECTION (Private Waft Only) (Per California CM Code Section 3159, 3161, or 3162) I an election is make not to withhold heals pursuant to this atop notice by realm of a payment bond haying been recorded in accordance with Sections 3235 or 3162, Flew tech mum of such election and a copy of the band within 30 days of such election in IN enclosed preadOressed stamped envolm. This nformafun must be provided by you under CMI Code Sections 3159. 3161, or 3162. Sipred: IMweuua W Ylaelwe.Pl See reverse side for additional information. IWLEOne Po1Y 1M-enM xnrlLS-h, r�n Iwo am]I Mmpua Elbm.IWianelYna Nmb Mlbeve [Ike nsamav ap arnvrbwoaaW e, 1911 MIXeene. ME nawebl. Lala a IeFw 1 p Oaa F ban, ble. b ora. W W ore Iw, et[b mOn m �weeem,em a abq. qm a aVY. AI Iepe b la mwaaawa, wlYaor q qn ban b n bwsl w w Wlav 0 August 9, 1994 Mr. Bill Hahn Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, CA 90201 deft U (Sunm+o1961 1776 Re: Traffic Signal Construction Junipero Sena Road/Camino Capistrano Stop Notice (Walters Wholesale Electric Company) Dear Mr. Hahn: MEMBERS OF THE CITY COUNCIL COLLENE CAMPBELL GARY L. HAUSDORFER GIL JONES CAROLYN NASH JEFFVASOUEZ C)7Y MANAGER GEORGE SCARBOROUGH The City is in receipt of the enclosed subject Stop Notice. This is the second Stop Notice on this project. The work is complete and was accepted by the City Council on July 19th. At this time, $5,604.69 in retention is being withheld until acceptable releases are received. Should there be any questions or additional information needed, do not hesitate to contact me at 443-6348. Very truly yours, / Theodore G. Simon City Engineer TGS:ssg enclosure CC' Cheryl Johnson Cindy Pendleton Denis L. Evert, Walters Wholesale Electric Co. ted\8-9whr.let 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO. CALIFORNIA 92675 0 (714) 493-1171 0 0 STOP NOTICE KW TO WMMU TO Naga a FM CITY OF SAN JUAN CAPISTRANO (Mara of o.mr, omehuetwe fends w poke AW 32400 PASEO ADELANTO, SAN JUAN CAPISIBANO, CALIF. 92675 , HOkDER OF FUNDS. IAwnu of oemr a oomlWhw I~ YOU ARE HEREBY NOTIFIED THAT the unEersilned clalmaat. WALTERS WHOLESALE ELECTRIC COtTANY 2825 T041LE AVE, LONG BEACH, CALIF. 90806 (Role w wreed to t(rm" or his Word to turmN t9%TERIAIS Aeler. rrekr, eeae.wk eNtwow d ON Tal mq kind ELECTRICAL flow dmttyhm M labor. Nr.ae worm" or wattar YN to a fa SUPERIOR SIINAL SERVICE for BN Wk sgroeewent. loot« it of kaon a (raw N pornm to or for An feraaeew "TRAFFIC SIGNAL LIGHTING" CAMINO CAPISTRANO S JLWIPERO SERRA,SAN JUAN CAPIMlwo, CA 7—jr— Wrew, Item dmmhw, OW"u of so r worm Nw"Mbw % ~ N adw of tlN ros kneed to he lobo of fwmlW by rMoNA t of 18, 336.91 The NOW to v" of 0M air" lwN to iwft W by cllko d is 58, 336.91 Csanat Not bm ow ted to of S 0.00 wq t" mm do V4 U"d 1M so of S 8,336,91 on *Atw UNreen at fed Me W 10 •» cat W waw from JULY 25 , 19 YOU ARE HEREBY NOTIFIED TO WITHIOD SUFFICIENT FUNDS TO SATISFY THIS CLAIM MTN INTEREST. Doted• AtRR15T 2, 1994 WALTERS WHOLESALE ELECTRIC COWANY Free of denw 2825 T04PU AVE, LONG BEACH, CALIF. 90806 AIWN of Com at STATE OF CALIFORNIA CUP OF LOS ANGELES SI DENIS L. EVERT V. P. OF COLLECTIONS bw6*"a lMewe NN uYlk 8wt _Jw Is ted AerON will Sped ted Wepeto Up NOW.. iM _M No Toed IN YAM W kreR ilr rNalmo Owed to M tm M k — kurYhi., --nw, "!C Iter -4w.:.: Y W-4:C'mt noy :`..' ::a w :'yd :i 1enOTruli iw uewi ..i As to ft" =two al am JN Meek BNw to IN bK Srwtie/ we wn to Man wa Fdg AD S 94 OOIw•IRD�A jwww/w—ores+. Awry Ic 1 � 2 w ter SLTPER132 M ...d.rd r.. w.. seer r r r w wio e. e — . .—n . —. ." •,._. L 1961 1776 April 13, 1994 Bill Hahn Superior Signal Service Corporation 7224 Scout Avenue Bell Gardens, CA 90201 Re: Traffic Signal for Camino Capistrano and Junipero Serra Road Dear Mr. Hahn: MEMBERS OF THE CITY COUNC;L COLLENE CAMPBELL GARY L. HAUSOORFER GIL JONES CAROLYN NASH JEFFVASOUEZ CITY MANAGER GEORGESCARBOROUGH On June 15, 1993, the City Council met and approved the contract for a span wire installation for the above referenced project. A fully executed contract was sent to you (by the City Clerk) on June 17, 1993. A pre -construction meeting was set up between the City, a representative of your firm (and subcontractor) and appropriate utilities involved. The project was placed on hold until the City Council made a decision on whether to install a span wire (as approved) or a steel pole. This was done on February 1, 1994. Therefore, based on the various discussions by phone (since the City Council meeting approval) it was agreed by you, (Bill Hahn of Superior Signal System Corporation) and I, that your start date will be March 18, 1994. Please find enclosed, a schedule of payments and other associated dates that will be adhered to in payments for work done. It should be noted that all bonds and insurance (with Liability form) have been received by the City Clerk and are in order. The City Clerk will be sending you the notice to proceed by separate mail. Please also find enclosed, Change Order No. 1 reflecting: 1) the City's purchase of the controller and cabinet from Econolite; and, 2) the City Council's action in upgrading the installation from wood to steel poles. If this is in order, please sign and date in the appropriate place and return it to me at your earliest convenience. 32400 PASEO ADELANTO, SAN JUAN CAPISTRANO, CALIFORNIA 92675 0 (714) 498-1171 Bill Hahn (Superior Signal Serv. Corp.) April 13, 1994 Page 2 If you should have any questions, please contact me at (714) 443-6356. Senior Civil Engineer/Traffic BIV:ssg enclosures cc: Theodore G. Simon Dawn Schanderl Bud-Letters;\cc js-sg\.sss Llet 0 0 9 CITY OF SAN JUAN CAPISTRANO CAPITAL PROJECT/DEMANDS Payment Schedule 1994 Completed Invoices Due To Invoices to Admin. Services Date Council Date Department By 11:00 a.m. Processed Date Released 12/10/93 12/17/93 12/22/93 01/04/94 01/05/94 01/07/94 01/14/94 01/20/94 02/01/94 02/02/94 02/04/94 02/11/94 02/16/94 03/01/94 03/02/94 03/04/94 03/11/94 03/16/94 04/06/94 04/07/94 04/01/94 04/08/94 04/13/94 05/03/94 05/04/94 05/06/94 05/13/94 05/18/94 06/07/94 06/08/94 06/03/94 06/10/94 06/15/94 07/05/94 07/06/94 07/08/94 07/15/94 07/20/94 08/02/94 08/03/94 08/05/94 08/12/94 08/19/94 09/06/94 09/07/94 09/09/94 09/16/94 09/22/94 10/04/94 10/05/94 10/07/94 10/14/94 10/20/94 11/01/94 11/02/94 11/11/94 11/18/94 11/23/94 12106194 12/07/94 12/09/94 12/16/94 12/22/94 01/03/95 01/04/95 1 N N I i. j H j i i Vl � v I 1 • I I W 1 I I I 1 I t 1 N 1 { 1 I 1 I I I I I I R 1 I I I I I I I I I I I I I I$ I I I I I 1 I I I 1 I M I I 1 1 1 1 I I I I I I I I I I I I I I I I N 1 N I I I W r 4 m✓ O Y U p d' W W O 10 C I I m Y C W U U I a I I p 1 p I I T U T O I q _ I O O H 1 4i I I N II I I 0 O 4 .N 1 1 E O W ❑ E U .N N N ry N U q U W q m 1 z 1 O H f+1 U O F m❑ (L Y❑ U U N 11 11 11 i N 41 W' N ❑ 0 U I H> m l I I I I I U 1 W W C C Z I C 0 m fYi I f4' O ❑ O 9 4• 0 I 0 Q I i t i I U I E I W \\\ \ I I I 1 \ I ( I I I O m I I m I I I I I I \ I I I I 1 Q C 1 I I I H W I I 15 I O I I I p I 1 I I a I I I\ I y I I U I U 1 I I i W i i 0 0 1 I F i W i i Z G4 I W I 1 Ug I O 1 I O 1 I 'LH. I I I I W 1 W I I F i F l I F I .Ti I H a a 10 I I 1 1 rj I I 1 Z 5 1 O '•ry] y II I O i i i Ial O I 1 I m I 7 1 I I I I \ I I y U U 1 I I Iv I 1 F 1 1 W 1 O S! U 1 U I H 1 I W I I H I I U I [y U I N I H F I I I 1 I I 4 I w I U W N I I V I s i o O V °i i Z j ry P. j H P. V i 1 > y N w 1 1 x 1 `Y o I U I I a w W .AQ 0 O V w 1g5 1 fL R' II li � W x I 1-1 11 H N I w i N F 0 i O I V l o w 1 1 0 0 I I I I I Ism a uw� I I I AHuI n j I p 3 m I I fl E N I Z I I I 3❑ 1 1 1 1 O 1 F� I I I H I p. yUy I 11 I 11 l p yl. C m 4 l a 0 T T T i o u o U I I O N g U I W I F 1 I H i-1 p C I I ti N 1 I •• d C O I 4 4 F i i i i s m I II II H II W (G I I I I U CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS TRAFFIC SIGNAL INSTALLATION CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD CITY COUNCIL GILL JONES, MAYOR COLEEN CAMPBELL GARY HAUSDORFER CAROLYN NASH JEFF VASQUEZ CITY MANAGER GEORGESCARBOROUGH DIRECTOR OF ENGINEERING do BUILDING WILLIAM M. HUBER APRIL, 1993 C 0 The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that which in the opinion of said City will best serve the interests or needs of said City. • A time limit of Ninety (90) calendar days has been set for the completion of the work, from the date of execution of the contract. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of $10, nonrefundable, is required for obtaining each set of plans and specifications. There will be a $5 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License number of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the City Council of the City of San Juan Capistrano, and is dated: L/� —2/ �g9� CITY �-7z-L CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 0 -2C- 0 BID PROPOSAL For the: TRAFFIC SIGNAL INSTALLATION - CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD From: Contractor To the Honorable City Council City of San Juan Capistrano Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, L991 Edition, including all supplements therefor, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to complete the said construction in accordance with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: • Words Figures Said amount to include and cover all taxes, the furnishing of all materials, the performing of all the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifica- tions or the drawings for the work. If the contract is awarded, the undersigned agrees to enter into a contract with the City and to commence work within fifteen (15) calendar days from the date of execution thereof, and to diligently prosecute the work to completion before the expiration of Ninety (90) 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. • -3C- The estimated quantities of work indicated in the proposal are approximate only being 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 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 bidder 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 15C and 16C 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. Dated: Signature of Bidder Typed Name of Bidder & Title Typed Co -Partner Name & Title Typed Co -Partner Name & Title Induvidual or Firm Name Typed Business Address Typed City, State, Zip Code Typed Telephone Number (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, 0 and Manager thereof.) -4C- 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. 40 Dated: 0 • Signature of Bidder Typed Name of Bidder Telephone Number Street Number, Name, Etc. City, State, Zip Code -5C- • I • CAMINO Item Approximate No. Quantity SCHEDULE OF WORK ITEMS AFFIC SIGNAL INSTALLATION PISTRANO AND JUNIPERO SER Work Items With Unit Price (Written in Words) 1 L.S. Furnish and install traffic signal for the lump sum price of dollars. 2 L.S. Control of traffic for the lump sum price of dollars. 3 L.S. Remove and install traffic signing and striping for the lump sum price of dollars. 4 L.S. Clearing, grubbing and removal of obstructions for the lump sum price of dollars. 5 Street name blades for the price _EA of dollars each. 6a Signal head covers for the _EA average price of dollars each. or 6b Signal head covers for the lump _LS sum price of dollars. Total Bid Price (Enter here and on Page 3C) -6C- Unit Price (In Figures) Total Amount Figures • NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ss. County of and says that he is of being first duly sworn deposes the party making the foregoing bid; that such bid is not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization, or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that any one shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with any one to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of any one interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partnership or other financial interest with said bidder in this general business. DATED: On this the day of SIGNATURE 19_ before me, the undersigned, a Notary Public in and for said State, personnally appeared personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) subscribed to the within instrument, and acknowledged that executed it. WITNESS my hand and official seal. • Notary Public in and for said State -8C- • • 17J 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 No.* Sub -Contractor** Address Phone No. 2. 3. 4 5. 6. Note: *Per the "Schedule of Work Items" beginning on page 6C. **In accordance with Section 2-3.1, Paragraph 2 of the Standard Specifications for Public Works construction. -9C- Item No. Specialty Items* Work as a (Yes/No) Percent of Bid ** 1. 2. 3. 4 5. 6. Notes: To to 1 *** * In accordance with Section 2-3.1, Paragraph 6 of the Standard Specifications for Public Works Construction. ** In accordance with Section 2-3.1(b) of the Standard Specification for Public Works • Construction. Where one subcontractor is doing more than one Item No. and (when applicable) the percent of work is for more than one Item No., insert the percent of work for the first Item No. the subcontractor is listed for and reference all other applicable Item No.'s (such as "see item No._") in relation to the first listing. • *** Cannot be greater than or equal to 50%, in accordance with Section 2-3.1, Paragraph 6 of the Standard Specifications for Public Works Construction. BIDDER'S NAME AUTHORIZED SIGNATURE -11C- \J INSTRUCTION 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, 1991 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 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 will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in any manner other than written addendum. -13C- 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. 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 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 for such a sum of not less than ten (10) percent of the aggregate sum of the bid, which check or bond and the monies represented thereby shall be held by the City as a guarantee that the bidder, if • awarded the contract, will in good faith enter into such contract and furnish the required bonds. -14C- The bidder agrees that, in case of his refusal or failure to execute said contract and tgive bonds within the time required by these documents, such check or bond, and the money represented thereby, shall remain the property of the City and, if the bidder shall fail to execute said contract, said surety will pay to the City the damages which the City may suffer by reason of such failure, not exceeding the sum of ten (10) percent 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 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. Withdrawl 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 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 forty-five (45) 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 forty-five (45) 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, 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. -15C- The bidder to whom the award is made shall execute a written contract with the City and furnish the stipulated bonds, insurance and bid breakdown within fifteen (15) days after the notice of award of contract. The contract shall be made in the form adopted by the City. The release of the successful bidder's surety deposit, as previously stipulated (page kC), shall be made upon the City'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 con- tract 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 of Performance The work shall be commenced within fifteen (15) calendar days from the date of issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of Ninety (90) 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. -16C- 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 pursuant to said Code and as listed in the "Notice Inviting Bids". • • Building 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. -17C- r�L BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as PRINCIPAL, and . as SURETY, hereinafter called Surety, are heid and firmly bound unto the CITY OF SAN 3UAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ . for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated , 19_J for the construction of for the City of San 3uan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) • days after the opening of same, and shall, wlthin fifteen (!n days after the agreement has been presented to him for executlon, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. -18c- 0 • • IN WITNESS WHEREOF, the above -bounden parties have executed insavrnent under their several seals this day of — i!_, the name corporate seal of each corporate party being affixed hereto and these presents signed by its undersigned representative pursuant to authority of its governing body. Two Witnesses (If Individual) ATTEST (If Corporation) Corporate Seal' ATTEST Title BY: Title: BY: Title: -19c- PRINCIPAL PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That as Principal, hereinafter called CONTRACTOR, and as Surety, hereinafter called SURETY, are held and firmly bound unto the City of San' ]uan Capistrano, as Obligee, hereinafter called CITY, in the amount of Dollars for payment whereof Contractor and Surety bind themseives, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has by written agreement dated entered into a (describe agreementh • which contract is by reference made 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 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 FURTHER RESOLYED, that: L. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, inctrred by City in successfuily enforcing such • obligation, all to be taxed as costs and included in any judgment rendered. -2ac- 2. Said Surety, for value received, hereby stipulates and agrees that no change, extension of time, aiteratiott, 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 change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. • E Executed this day of 19 at , California. APPROVED AS TO FORM PRINCIPAL (NOTARIZATION AND SEAL) SURETY (NOTARIZATION AND SEAL) -21C- Premium included • LABOR AND MATERIAL BOND KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to License No. , hereinafter designated as "Principal", a contract for and WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its subcontractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we Principal, and as surety, are held firmly bound unto the City of Son Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS • ($ ), lawful money of the United States of America, for payment of which sum wel an truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents THE CONDITION OF THIS OBLIGATION' is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub -contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 3, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any 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 suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City In successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. -22C- IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deems an orI the Principal and surety herein named an the g tMreof, have been duly executed by • 19 The name and corporate seal of eac�t cor —racy o 6 these presents duly signed by its undersi Par's in ereto d and governing body. gned representatives pursuant to authority of its • • APPROVED AS TO FORM -23C- By ey PRINCIPIX • • SURETY COMPANIES Contractor shall utilize surety companies listed in Part V, Department of Treasury, Federal Register. For Capital Improvement projects, contractor shall contact City Project Manager prior to securing sureties, for approval of company by the City of San Juan Capistrano. -24C- • 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, 1991 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the City Council 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 Traffic Signal -Camino Capistrano and Junipero Serra Road 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 impracticable and extremely difficult to fix the actual -1- amount of damages, and loss sustained by City, should CONTRACTOR fail to complete • the work in the specified time; therefore, CONTRACTOR shall pay City, as liquidated damages, not in the nature of a penalty, two hundred and fifty dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by 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 wakes, as determined by the Director of the State Department of Industrial Relations, are on file in the offices 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. -2- 0 SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the City and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect, comprehensive automobile liability coverage, including owned, hired and non -owned vehicles in the following minimum amounts: $500,000 property damage $500,000 injury to one person/any one occurrance, not limited to contractual period $1,000,000 injury to more than one person/any one occurrance, 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 or 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 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 Lessor, 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 construction agreement. 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 -3- 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 dollars ($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. IN WITNESS WHEREOF, this contract is executed by the duty authorized agent(s) of City, pursuant to Council action, and by CONTRACTOR on the date set before the name of each. CITY OF SAN JUAN CAPISTRANO DATED: BY BY: CONTRACTOR ATTEST: City Clerk APPROVED AS TO FORM: City Attorney -4- CITY OF SAN JUAN CAPISTRANO • TRAFFIC SIGNAL INSTALLATION CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD SPECIAL PROVISIONS SECTION 1 - INTENT The intent of these specifications is to prescribe and provide for the complete and finished performance of and accomplishment, in every respect, of the entire contemplated work or improvement indicated by the plans and detailed specifications relating directly to this particular project; and it shall be understood that the contractor undertaking the execution of all or any part of such work or improvement will be required to perform, construct and complete the same in a thorough, satisfactory and workmanlike manner in accordance with the provisions of the plans and specifications thereof, and to furnish and provide in connection therewith all necessary labor, tools, implements, equipment, materials and supplies except such thereof as may otherwise be specified to be furnished by the City. SECTION 2 - STANDARD SPECIFICATIONS The contractor shall perform his work in accordance with the Standard Specifications for Public Works Construction, 1991 Edition, hereinafter referred to as the Standard Specifications. 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 l: Contract Termination 0 "If at any time, in the opinion of the Director of Engineering & Building, Contractor fails to supply suitable equipment, an adequate working force, or material of proper quality, or shall fail in any respect to prosecute any work with the diligence and force specified and intended in and by the terms of the Contract, notice thereof in writing shall be served upon him, and should he neglect or refuse to provide means for satisfactory compliance with the contract, as directed by the Director of Engineering & Building, within the time specified in such notice, the City 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 may designate. Upon such termination, the Contractor's control shall terminate and thereupon 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 may deem proper; or 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 therefor. SP -1 In the event of such termination, all money due the Contractor retained under the terms of this contract shall be forfeited to the City; but such forfeiture will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward any excess of cost over and above the contract price, arising from the suspension of the operation of the contract and the completion of the work by the City 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-L3 - 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 Agency Personnel Delete this Section. SECTION 3 - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or persons 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 4 - DESCRIPTION OF THE WORK The proposed project calls for the installation of a traffic signal at the intersection of CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD. The work to be done under this contract consists essentially of the installation of traffic signal poles, mast arms, anchor bolts, Mission Bell luminaires, signal heads, pedestrian heads, hardware, pedestrian push buttons, conduit, conductors, pull boxes, loop detectors, concrete foundations, electric service cabinet, traffic signal controller/cabinet, concrete sidewalk, concrete curb and gutter, wheelchair access ramps, removal, relocation and modification of existing facilities, and all other appurtenant work as shown on the plans and included in specifications. SECTION 5 - DRAWINGS Sheets 1 through 3 of the drawings entitled (consisting of any or all of, but not limited to) "Traffic Signal, Lighting, Signing and Striping, Construction, Phasing and Traffic Control Plans - CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD" are a part of the specifications. The drawings show the location, character of work, and details of improvement. SP -2 SECTION 6 - AUTHORITY OF CITY AND INSPECTION • The following paragraphs shall be added to Subsection 2-10 of the Standard Specifications: Neither the City Council, the City Administrator, the Engineer nor any other office or authorized assistant of the Agency shall be personally responsible for any liability arising under this Contract. Any order given by the Engineer, not otherwise required by the specification to be in writing, will, on request of the Contractor, be given or confirmed by the Engineer in writing. SECTION 7 - 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 8 - PERMITS The Contractor shall obtain an Encroachment Permit from the City of San Juan Capistrano a minimum of 72 hours prior to the beginning of any work. All costs related to obtaining the permit shall be borne by the contractor and included in the lump sum bid price. SECTION 9 - 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, public right-of-way, and private property, from danger due to any waters encountered. Should any damage to the work or property 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 10 - WATER Water will be available from the Capistrano Valley Water District. Arrangements for temporary construction water services permit and water service may be made by contacting the Capistrano Valley Water District at 714/493-1515 one week prior to need for service. All water facility construction shall conform to the 'Technical Specifications and Plans" Capistrano Valley Water District, and 'The Uniform Plumbing Code," most recent edition. The full cost of the water, permit, transporting and applying said water is included in the lump sum bid price paid for clearing and grubbing and no additional compensation will be made. Included shall be full compensation for furnishing all labor, materials, tools and equipment and for performing all the work necessary to develop a sufficient water supply and applying the water. SP -3 SECTION 11 - PROTECTION OF EXISTING UTILITIES • 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 least 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 l of the plans. Full compensation for conforming to the requirements of this section shall be considered as included in the contract bid prices paid for the various items of work, and no additional compensation will be allowed therefor. SECTION 12 - CONSTRUCTION ZONE AND PROTECTION OF PRIVATE PROPERTY The improvement work is located within existing street right-of-way, and within the jurisdiction of the City of San Juan Capistrano. The Contractor shall protect all existing public/private property within the construction zone, including, but not limited to, landscaping, buildings, walls, fences, utilities and irrigation systems. In the event new, improved or existing facilities are damaged by the contractor, they shall be replaced or repaired with new materials equal to the original, at the contractor's own cost. The Contractor shall protect any and all property and facilities adjacent to the construction zone which may or may not be shown do the plans to be protected. In the event new, improved or existing facilities are damaged by the contractor, they shall be replaced or repaired with new materials equal to the original, at the contractor's own cost. At the end of each work day, Contractor shall haul off all debris at Contractor's expense. At the end of each work day, Contractor shall plate (with spikes) with temporary asphaltic concrete ramping, any excavations within any roadway or backfill, to the satisfaction of the City Engineer. This cost will be included in the lump sum bid price. After completion of project, the area shall be cleaned and in a presentable condition. All public or privately owned improvements and/or facilities shall be restored by the contractor, to their original condition and location, at the contractor's own cost. 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, ways 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. SP -4 SECTION 13 - TRAFFIC CONTROL • In addition to those provisions of Section 7-10 of the Standard Specifications dealing with Public Convenience and Safety, the following requirements are included as contract specif icat ions. 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 State of California Manual of Traffic Controls for Construction and Maintenance Work Zones. most recent edition. Guidelines for the use and placement of these traffic control devices shall conform to applicable layouts described in the above noted State Manual and in the latest edition of the Work Area Traffic Control Handbook (WATCH) published by Building News Inc. or Caltrans Traffic Manual. All traffic control patterns shall be subject to approval of the Engineer. The following minimum lane requirements shall be maintained at all times throughout the contract period. Dimensions given herein are measured from the outside most edge of any cone/delineator/barricade/pavement marking. The preferred vehicular lane width shall be 12 feet The absolute minimum allowable lane width shall be 10 feet with the approval of a Traffic Control Plan by the City Engineer. The absolute minimum allowable pedestrian walkway width shall be 3 1/2 feet. Opposing directions of traffic shall be separated by traffic striping in accordance with the State Traffic Manual or by approved portable delineators or cones at all times. lane closures shall be permitted between the hours of 8:30 a.m. to 3:30 p.m., Monday through Friday only. CAMINO CAPISTRANO - Maintain 2 -way traffic and a southbound left turn pocket • to eastbound Junipero Serra Road, and bike lanesl etc. JUNiPERO SERRA ROAD - Maintain 2 -way traffic and a southbound left turn pocket to eastbound Junipero Serra Road, and bike lanes, etc. SP -5 SECTION 14 - PRE -CONSTRUCTION COORDINATION MEETING Arrangements will be made by the Contractor for a meeting to be held at least 72 hours prior to the commencement of construction, between the Contractor, the Engineer, and involved utility representatives as listed on the cover sheet of the drawings (Sheet 1) and any other not listed, as may be determined by the City Engineer. 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 showing the number of working days required to complete each phase of the project. No construction work shall proceed until such information has been received, reviewed and approved by the Engineer. The City reserves the right to reject any portion of the Contractor's phasing plans if, in the opinion of the Engineer, the phasing plan is not in the best interest of the City. SECTION 15 - ARCHAEOLOGY The Contractor will contact the City to make arrangements for and the City will appoint (if the City so determines the need) and pay for the services of an archaeologist who will make observations during the trench excavations and construction. The Contractor shall allow for the interference with construction that these observations normally would cause. The Contractor shall receive no direct compensation for this work and accordingly these costs should be prorated to the appropriate bid items. SECTION 16 - ACCEPTANCE The Contractor shall arrange an on-site meeting (a minimum of 72 hours in advance) with • a representative of the City Engineer; the City Inspector; (if phone hookup to controller) a Pacific Bell technician (who can assure proper phone hookup between the City central computer, field master and controller(s)) and a signal technician to be present for the controller assembly turn on for tentative acceptance by the City. The signal technician shall be fully qualified to work on the controller assembly and shall be employed by the controller manufacturer or his authorized representative. The costs of any and all of the technician(s) will be considered as included in the price bid, and no additional compensation will be allowed thereafter. All conduits shall be filled with water (and in the presence of the City Inspector) no more than two (2) hours before this meeting. Tentative acceptance of the work does not preclude the fifth item of the contract or any other part(s) herein of said contract or attachments for performance of labor and materials. • SP -6 CITY OF SAN JUAN CAPISTRANO TRAFFIC SIGNAL INSTALLATION CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD DETAIL SPECIFICATIONS AND METHOD OF PAYMENT BID ITEM 1 - SIGNALS AND LIGHTING DESCRIPTION Furnishing and installing traffic signals and highway lighting systems and payment therefor shall conform to the provisions in Section 86, "Signals and Lighting", of the Standard Specifications and Standard Plans of the State of California, Department of Transportation, dated January 1988, and these special provisions. These plans and specifications are hereinafter referred to as State Standard Plans and State Standard Specifications. Traffic signal work is to be performed at the following location: CAMINO CAPISTRANO AND JUNIPERO SERRA ROAD EQUIPMENT LIST AND DRAWINGS The controller cabinet schematic wiring diagram and intersection sketch, to be mounted on the cabinet door (24" x 36"), shall be combined into one drawing so that, when the cabinet door is open the drawing is oriented with the intersection. • The Contractor shall furnish two maintenance manuals for all new controller units, auxiliary equipment, and vehicle detector sensor units, control units and amplifiers. The maintenance manuals and operation manuals may be combined into one manual. The maintenance manual or combined maintenance and operation manuals shall be submitted at the time the controllers are delivered for testing, or, if ordered by the Engineer, previous to purchase. The maintenance manuals shall include, but need not be limited to, the following items: (a) Specifications (b) Design characteristics (c) General operation theory (d) Function of all controls (e) Trouble shooting procedure (diagnostic routine) (f) Block circuit diagram (g) Geographical layout of components (h) Schematic diagrams (i) List of replaceable component parts with stock numbers SCHEDULING OF WORK The Contractor may perform sub -surface work consisting of the installation of conduit, foundations, and detectors, prior to receipt of all electrical materials and equipment. Above ground signal work shall not commence until such time that the Contractor notifies the Engineer, in writing, of the date that all electrical materials and equipment • are received, and said work shall start within 15 days after said date. DS -1 No materials or equipment shall be stored at the job sites until receipt of said • notification by the Engineer. The job sites shall be maintained in neat and orderly condition at all times. All striping, pavement markings, and signing shall be in place prior to signal turn on. GUARANTEES The Contractor shall guarantee the entire work constructed by him under this contract and will fully meet all requirements as to quality of workmanship and materials furnished by him. The Contractor shall make, at his own expense, any repairs or replacements made necessary by defects in workmanship or materials furnished by him that becomes evident within one (1) year after filing of the Notice of Completion of the work and to restore to full compliance with the requirements of these specifications, any part of the work which during the one (1) year period is found to be deficient with respect to any provision of the plans and specifications. The Contractor shall make all repairs and replacements promptly upon receipt of written orders from the Engineer. If the Contractor fails to make the repairs and replacements promptly, the City may do the work and the Contractor and his surety shall be liable to the City for the Cost. FOUNDATIONS Portland cement concrete shall conform to Section 90-10, "Minor Concrete", of the Standard Specifications and shall contain not less than 470 pounds of cement per cubic yard, except concrete for reinforced pile foundations shall contain not less than 564 pounds of cement per cubic yard. • The foundations shown on the plan shall be extended if conditions require additional depth, such additional work if ordered by the Engineer shall be considered as included in the lump sum contract bid price. • EXCAVATING AND BACKFILLING Excavations for new foundations shall be hand dug until clear of substructures. STANDARDS, STEEL PEDESTALS AND POSTS In addition to identifying each pole shaft as detailed on State Standard Plan ES -6S, the Contractor shall also identify each mast arm for both signals and luminaires. The stamped metal identifications tag shall be located on the mast arm near the connection plate and shall contain the same information required on the pole shaft. Where the plans refer to the side tenon detail at the end of the signal mast arm, the applicable tip tenon detail may be substituted. Where woodenpoles are used, the poles shall be a minimum of 35 feet in length with 5 feet placed below grade. When a deadman installation is used it shall be 2 ft. x 2 ft. x 2 ft., as indicated on the plans. DS -2 CONDUIT Conduit shall be rigid non-metallic conforming to Section 86-2.05 "CONDUIT", of the Standard Specifications. The fourth sentence in the third paragraph in Section 86-2.05C, "Installation", of the State Standard Specifications is amended to read: When a standard coupling cannot be used for coupling metal type conduit, a UL listed threaded union coupling, concrete -tight split coupling, or concrete -tight set screw coupling shall be used. Insultated bonding bushings will be required. Rigid metal conduit, to be used as a drilling or jacking rod, shall be fitted with suitable drill bits for size hole required. After conductors have been installed, the ends of conduits terminating in pull boxes and controller cabinets shalt be sealed with an approved type of seating compound. PULL BOXES New pull boxes shall be precast reinforced concrete. Recesses for suspension of ballasts will not be required. Pull boxes shall be installed on a 6 -inch pea gravel base with grout. Lids shall read "Traffic Signal" only. • CONDUCTORS AND WIRING Conductors shall be spliced by the use of "C" shaped compression connectors as shown on the plans. 4 Splices shall be insulated by "Method B". Subparagraph 5. of the first paragraph of Section 86-2.09D, "Splicing", of the Standard Specifications is deleted. BONDING AND GROUNDING Grounding jumper shall be attached by a 3/16 inch, or larger, brass bolt in the signal standard or controller pedestal and shall be run to the ground rod or bonding wire in adjacent pull box. Grounding jumper shall be visible after cap has been poured on foundation. Equipment grounding conductors will not be required in conduit containing loop lead-in cables only. DS -3 SERVICE • Electrical service equipment installation and conduit run details shall be as specified by the serving utility company and written proof of their approval shall be submitted to the Engineer prior to installation. Safety lighting control, including contactor and photoelectric cell, shall be incorporated within the service cabinet. The Contractor shall be responsible for all service details, expenses, and scheduling far in advance of need. i Electrical service cabinet shall be painted "Sea Foam Green", the same color as the controller cabinet. TESTING Testing of control equipment and cabinet wiring complete shall be accomplished at a facility designated by the City. The cost of this testing shall be borne by the Contractor. The Contractor shall be responsible for picking up and delivering the controller assembly and cabinet from the manufacturer's plant to the above noted facility for testing. Upon completion of testing, it shall be the Contractor's responsibility to pick-up and deliver the controller assembly and cabinet from the testing facility to the job site for installation. All costs related to the above noted pick-ups and deliveries, or storage of the controller assembly and cabinet, if necessary, shall be borne by the Contractor and included in the lump sum bid price. The eighth paragraph in Section 86-2.14C, "Functional Testing", of the Standard Specifications, is amended to read: A shutdown of the electrical system resulting from damage caused by public traffic or from a power interruption shall not constitute discontinuity of the functional test. All conduits shall be filled with water prior to commencing with Functional Test. Payment for necessary delivery, testing, modifications, repair, storage and pickup is included in the bid price. No additional compensation for this item will be made. ACCEPTANCE The Contractor shall arrange an on-site meeting (a minimum of 72 hours in advance) with a representative of the City Engineer; a signal technician; the City Inspector; and (if phone hookup to controller) a Pacific Bell technician (who can assure proper phone hookup between the City; central computer, field master and controller(s)) to be present for the controller assembly turn on for tentative acceptance by the City. The signal technician shall be fully qualified to work on the controller assembly and shall be employed by the controller manufacturer or his authorized representative. The costs of the signal technician will be considered as included in the prices bid, and no additional compensation will be allowed therefor. All conduits shall be filled with water (and in the presence of the City Inspector), no more than two (2) hours before this meeting. DS -4 CONTROLLERS/CABINET • The contractor shall furnish one 8 phase NEMA, Type 90 System controller assembly (Econolite ASC2-2120 (A, B, C, D harness type with telemetry module) complete in Type P cabinet. The Contractor shall construct the foundation for the Type P cabinet. The Contractor shall install the tested controller assembly and perform all necessary wiring connections to implement the correct traffic signal system operation. A space requirement of 10 inches will be reserved on the portion of the top shelf of the Type "P" cabinet for telephone company modem installation. On the right wall of the cabinet above the top shelf will be installed a 1/2 inch thick block of plywood 10 x 10 inches with a 12 position terminal block mounted on the bottom. Two duplex outlets are to be installed above the plywood for telephone company use. • Top of cabinet foundations shall be 18 inches above finished grade. Such auxiliary equipment as is required for the intersection to operate in a master control system shall be provided. A telephone line termination shall be provided for installation of a "dial-up" capability by the City's Zone IV remote master. During coordinated mode when Phase 1, 3, 5 or 7 are selected as a lag phase and the associated lag phase is green, the concurrent even numbered phase vehicle calls shall be switched to the associated lag phase. Signal monitor unit shall meet all NEMA specifications. Load relays shall be provided with input and output indicator lights. The convenience receptacle shall have ground fault circuit interruption as defined by code. Circuit interruption shall occur on six milliamperes of ground fault current. Controller cabinet shall be provided a switch required by Section 86-3.07D. Stop -Time", "off" and "Stop Time". three -position switch in lieu of the two -position The three positions shall be designated "Flash - The stop time switch which when placed in the "Flash -Stop -Time" position, will cause the controller unit to stop time when the "Flash -Automatic" switch on the police panel is placed in the "Flash" position or when the signal monitor unit is tripped. When in the "Stop Time" position, will cause the controller unit to stop time. When in the "Off" position, the controller unit shall not stop time when the police panel switch is placed in the "Flash" position or when the signal monitor unit is tripped. The cabinet shall be equipped with a plastic envelope to hold wiring diagrams, signal timing instructions and miscellaneous items. Controller cabinet shall be Painted with a Polymeric or an enamel coating system conforming to Color No. 14672 (Light Green) of Federal Standard 595a. Controller cabinet door shall have a Corbin No. 2 type lock. DS -5 VEHICLE SIGNAL FACES AND SIGNAL HEADS Signal section housings shall be aluminum type. All lamps for traffic signal units (including programmed visibility type) shall be furnished by the contractor. PEDESTRIAN SIGNALS Pedestrian signals shall be Type C with the Z -crate type screen. Plastic housing will not be permitted. The hood described in Section 86-4.05D, "Visors", of the Standard Specifications shall be provided. PEDESTRIAN PUSH BUTTONS Pedestrian push buttons shall be Type B. The housing shall be metallic. Push button signs shall conform to State Standard Plan ES -5C. SIGNAL MOUNTING ASSEMBLIES Where a signal face is to be supported by a Type MAS mounting, a side attachment slip - fitter inserted between two sections, a spacer or spacers shall be placed between the two sections. The vertical dimension of spacers shall permit proper seating of the serrations between the slip -fitter and the two sections. Holes in the spacers shall align with the • front holes in the section housings. In addition to the fastening through the large openings in the housings, the two sections shall be joined with at least two bolts through the holes near the front of the housings and spacers, and through matching holes in a reinforcing place installed within each housing. Spacers shall be made of the same material as the signal housings. Reinforcing plates shall be aluminum with a minimum thickness of 0.125 -inch and shall be painted to match the housing. Bolts for the joining signal sections shall be either stainless steel or cadmium plated steel with round or binder heads. • Where a signal face is to be supported by an overhead wire rope, the wire rope shall be a minimum of 1/2 inch in diameter, and the signal face attached using cable clamps. Overhead conductor wire shall be taped to the wire rope at a minimum spacing of four (4) feet. A 3/8" inch diameter wire rope shall be used to attach the bottom of the signal face using cable clamps. DS -6 Wherever a terminal compartment is required, the following special provisions shall • apply: • • The terminal block shall be mounted vertically and to the side of the cable inlet guide. Sufficient lateral spacing shall be provided to allow pulling and connecting of incoming conductors without removal of the terminal block mounting screws. A minimum of one (1) inch clearance shall be provided between the terminal block and all inside walls of the terminal compartment. The terminal compartment shall be provided with a captive hinged access door. With the door open, there shall be a minimum of ten -by -four -inch (10" x 4") access to the terminal compartment for connection and inspection of the terminal block. The door shall be equipped with a minimum of two hinged points. Hinge pins or other hardware shall be stainless steel machine screw of adequate size to secure the door to the compartment housing. The door shall be equipped with a neoprene gasket permanently secured to prevent water from entering the terminal compartment. DETECTORS Loop detector sensor units shall be Type B rack mounted (2 channel) utilizing sequential scanning of channels. Loop wire shall be Type 1. Loop lead-in cable shall be Type 'B". Type B sensor units shall conform to the requirements in NEMA Standards for Traffic Control Systems, Section 7, as described in Publication No. TSI -1983. The Contractor shall test the detectors with a California Vehicle Code, that is licensed for st. Vehicles of the State of California. The unladen 220 pounds and the engine displacement shall not features, components or vehicles designed to permitted. The Contractor shall provide an ope cycle through the response or detection area of ti hour nor more than 7 miles per hour. LUMINAIRES motor -driven cycle, as defined in the eet use by the Department of Motor weight of the vehicle shall not exceed exceed 100 cubic centimeters. Special activate the detector will not be •ator who shall drive the motor -driven to detector at not less than 3 miles per Luminaires shall be 120 volt, 250 watt high pressure sodium vapor lamps with 90 degree shatter resistant cutoff lenses per City Standards. The ballast shall be lead or lag, regulator type. Photoelectric control with twist lock plug (105-285 volt) shall be American Electric Company No. 8090, Fisher -Pierce Company No. 6690-B, or General Electric Company No. 4026300. Fuse to be 10 amp Bussman No. FNM 10. Fuse holder to be Bussman No. HEB-AA. The reflector shall be specifically designed to produce an ANSI, IES medium, cutoff, Type III light distribution when used with a 200 or 250 watt high pressure sodium lamp. DS -7 PHOTOELECTRIC CONTROL • Type IV photoelectric controls, contactor, and test switch shall be incorporated in the Type III service encloser. The photoelectric unit shall provide an output in response to changing light levels and shall have a minimum built-in time delay of fifteen (15) seconds. The response level shall remain stable throughout the life of the control unit. The control unit shall contain a solid state photoelectric cell suitable for operation with 120V or 240V line supply as noted on the plans. The unit shall have a minimum rated load capacity of 1,000 volt-amperes. The control unit shall have an ON/OFF ratio of one (1) to one and one-quarter (1-1/4) footcandles. PAYMENT The traffic signal installation shall be complete. Notwithstanding discrepancies, or incompleteness or inaccuracies between the State Standard Specifications, these Special Provisions and the Plans, it shall be the responsibility of the Contractor to provide and install the proper and necessary quantities of items to result in a complete, workable and fully operating traffic signal and lighting installation. The lump sum price for this item shall include (except as noted below) all labor, materials, tools, equipment, incidentals, poles, foundations, painting, temporary wiring, controller installation, cable, conduit, hardware, testing, and appurtenances including • interconnect conduit with pull rope and pull boxes as shown on the construction plans, loop detectors and testing, necessary to install complete and in full operation the traffic signal as specified, and no additional compensation shall be made. n U The lump sum price for this item shall not include the Type III meter service (complete) which will be supplied to the Contractor by the City. DS -8 BID ITEM 2 - CONTROL OF TRAFFIC • CONTROL OF TRAFFIC AND DETOURS Control of traffic shall conform to the requirements in Subsection 7-10, "Public Convenience and Safety", of the Standard Specifications, Section 13 of the Special Provisions, and the stipulations set forth in this article. The Contractor shall provide and maintain all signs, barricades, flashers, delineators and other necessary facilities for the protection of the motoring public, pedestrian (general and/or school related), equestrian and bicycle traffic in accordance with the design engineer's plans and/or any requirements as deemed necessary by the City within the limits of the construction area. He shall also post proper signs to notify the public regarding detours and conditions of the roadway, all in accordance with the provisions of the Vehicle Code and the current State of California Department of Transportation "Manual of warning Signs, Lights, and Devices for Use in Performance of Work Upon Highways". Portable delineators shall be spaced as necessary for proper delineation of the travel way. The maximum spacing between delineators in a taper should be approximately equal in feet to the speed limit, except that the maximum spacing shall not exceed 50 feet. When used for lane closures, the fluorescent traffic cones or portable delineators shall be placed at intervals not to exceed the following: Edge of closed lane • On Tangent 100 feet On Curves 75 feet • If the traffic cones or portable delineators are damaged, or are not in an upright position, from any cause, said cones or portable delineators shall immediately be replaced or restored to their original location, in an upright position, by the Contractor. The Contractor shall furnish such flagmen as are necessary to give adequate warning to traffic or to the public of any dangerous conditions to be encountered. Flagmen, while on duty, are assigned to give warning to the public that the highway is under construction and of any dangerous conditions to be encountered as a result thereof, shall perform their duties and shall be provided with the necessary equipment in accordance with the current "Instructions to Flagmen" of the Department of Transportation. The equipment shall be furnished and kept clean and in good repair by the Contractor, at his expense. Should the Contractor appear to be neglectful or negligent in furnishing warning and protective measures as above provided, the Engineer may direct attention to the existence of a hazard, and the necessary warning and protective measures shall be furnished and installed by the Contractor, at his expense. Should the Engineer point out the inadequacy of warning and protective measures, such action on the part of the Engineer shall not relieve the Contractor from responsibility for public safety or abrogate his obligation to furnish and pay for these devices. DS -9 The Contractor shall conduct his operations so as to provide reasonable access to the adjacent properties and have no greater length or quantity of work under construction than he can properly prosecute with a minimum of inconvenience to the public and other contractors engaged on adjacent or related work. When entering or leaving roadways carrying public traffic, the Contractor's equipment, whether empty or loaded, shall in all cases yield to public traffic. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at his expense. All existing stop signs and street signs shall be maintained in visible locations during construction and permanently relocated or removed as directed by the Engineer. Signs which need not be maintained during construction or permanently relocated shall be removed or salvaged as determined by Engineer. When closing lane(s) on an arterial highway, the Contractor shall use mobile flasher arrow boards. PAYMENT The lump sum price for this item shall include all labor, materials, tools, equipment, and incidentals necessary to control traffic during the entire project period, and no additional compensation shall be made. BID ITEM 3 - SIGNING AND STRIPING • REMOVE PAVEMENT STRIPES, MARKINGS, AND RAISED PAVEMENT MARKERS Cl When wet sandblasting is used, street shall be swept clean of all material/debris immediately after completion of pavement marking(s) removal or at the end of the work day (which ever is first) and hauled off at Contractor's expense. This expense shall be included in the lump sum bid price. Traffic stripes shall be removed before any change is made in the traffic pattern and before painting new stripes and markings. Where wet sandblasting is used for the removal of traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within ten feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the sand and the surface being treated. Nothing in these special provisions shall relieve the Contractor from his responsibilities as provided in Subsection 7-10, "Public Convenience and Safety", of the Standard Specifications for Public Works Construction. DS -10 INSTALL PAVEMENT STRIPES, MARKINGS AND RAISED PAVEMENT MARKERS The Contractor shall furnish and apply traffic stripes and pavement markings shown on the plans or where directed by the Engineer. Placement of striping and markings shall conform to the requirements of Sections 84-1 and 84-3 of the Caltrans Standard Specifications and these Special Provisions. Two applications of paint shall be made for all striping and markings. A minimum of seven (7) days but no more than fourteen (14) days shall be provided between first and second coats. Striping/marking shall be cattracked and approved by City Engineer prior to installation of first coat. Water 'Bourne" paint shall not be used. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. Traffic striping shall not vary more than 1/2 inch in 50 feet from the alignment shown on the plans. Prior to use by traffic, the Contractor shall mark, or otherwise delineate, the new traffic lanes after the removal of the existing striping and markings. First application of final striping/markings shall be installed and traffic worthy, a minimum of 24 hours prior to signal controller being turned on for City acceptance. No street shall be without the proper striping/delineation overnight or during the weekend. INSTALL ROADSIDE SIGNS Roadside signs shall be installed at the locations shown on the plans or where directed by the Engineer, and shall conform to the details shown on the plans and the provisions in Section 56-2, "Roadside Signs", of the Standard Specifications. Roadside sign posts to be 4" X 4" redwood with dark brown stain finish and underground wood preservative on ground embedment area. REMOVE ROADSIDE SIGNS Existing roadside signs, at locations shown on the plans to be removed, shall be salvaged and delivered to the City Maintenance Yard located at 32400 Paseo Adelanto, San Juan Capistrano. Existing roadside signs shall not be removed until replacement signs have been installed or until the existing signs are no longer required for the direction of public traffic, unless otherwise directed by the Engineer. RELOCATE ROADSIDE SIGNS Existing roadside signs shall be removed and installed at new locations shown on the plans. Each roadside sign shall be installed at the new location on the same day said sign is removed from its original location. DS -1 l PAYMENT • The lump sum price for all traffic signing and striping work shall include all labor, materials, tools, equipment, and incidentals necessary for doing the work shown on the plans and specified in the Standard Specifications and in these Special Provisions and as directed by the Engineer, and no additional compensation shall be made. BID ITEM 4 - CLEARING, GRUBBING AND REMOVAL OF OBSTRUCTIONS Clearing and grubbing shall consist of clearing natural ground surfaces of all vegetable growth and objectionable materials within the limits of construction in accordance with the provisions of Section 300-1 of the Standard Specifications and in accordance with the plans and these Detail specifications and as directed by the Engineer. Clearing and grubbing shall also include the removal and disposal of all miscellaneous concrete, pipes, hardware, timber, rubble or any other objectionable material encountered beneath the ground surface as a result of grading or trenching operations connected with the construction of the project improvements. The Contractor shall protect all existing structures of facilities which are adjacent to, but do not fall within, the limits of the work to be done under this contract, in accordance with Sections 7-9 and 300-1 of the Standard Specifications. This item shall also include those structures and facilities which the plans show to be protected. Any structure or facility to be protected, which is damaged as a result of the Contractor's construction operation shall be replaced by the Contractor, at his costs, to the satisfaction of the Engineer. The Contractor shall protect all utilities, trees, fences, walls and other facilities within the construction zone (except those specifically directed by the Engineer to be moved or relocated) in accordance with Sections 7-9 and 300-1 of the Standard Specifications. This item shall also include those structures and facilities which the plans show to be protected. Any structure or facility to be protected, which is damaged as a result of the Contractor's construction operation shall be replaced by the Contractor, at his costs, to the satisfaction of the Engineer. Clearing and grubbing shall also be the; removal, relocation, adjusting, salvaging, disposal (at a site obtained by the contractor and to be done at the close of each work day), or protecting of all facilities so indicated on the plans or specified in the Detail Specifications and Special Provisions and include (but not be limited to): 1. Trash, debris and fences, whether or not specifically indicated on the Plans or otherwise shown; and, 2. Deleterious materials; and, 3. Sawcutting of concrete and asphalt concrete; and 4. Furnishing and applying water and its resultant runoff; and, 5. Clean-up and dust control; and, 6. Maintenance of project appearance; and, DS -12 7. Tree/shrub Removal • Tree/shrub removal shall include felling of trees, grinding the stump, removal of all wood, limbs debris and area cleanup. Stumps shall be ground to a minimum of three (3) feet below the existing ground surface or subgrade, whichever is deeper. Stump holes shall be backfilled and compacted with excess soil and raked level with existing grade. When stumps are not ground the same day as the tree removal, stumps shall be left five (5) feet above parkway grade, or adequate warning device shall be placed over the stump until grinding is completed. All damaging or potentially damaging tree roots shall be pruned or shaved as specified in these special provisions. Tree/shrub trimming to provide a minimum 7 foot vertical clearance over sidewalk. Tree/shrub trimming to provide a minimum 15 foot vertical clearance over pavement. Tree trimming to provide sufficient sight distance of at least two (2) signal heads for through lanes and one (1) signal head for left turn lanes; and, 8. The removal and disposal of any additional items not specifically mentioned which may be found within the work limits. Note: Clearing and grubbing material shall be hauled away the same day and disposed of at a site obtained by the Contractor. PAYMENT The lump sum price for this item shall include all labor, materials, tools, equipment, and incidentals necessary to clear and grub, and no additional compensation shall be made. BID ITEM 5 - STREET NAME SIGNS All street name sign assemblies shall be approved by the Office of Structures and shall be manufactured in accordance with the following requirements or its equivalent (as approved by the Engineer). All items shall be new with the material and workmanship of the best quality for the purpose. REFLECTIVE SHEETING MATERIAL Reflective sheeting material shall be 3M Diamond Grade (prismatic lens sheeting). BACKGROUND The background shall be reflective 3M transparent process ink No. 887 (brown). DS -13 BASE METAL • The base metal substrate shall be new sheet aluminum 3003-H14 or 5052-H32. The thickness of all aluminum shall be .050 inches. The materials shall be subject to inspection prior to degreasing and chromate conversion coating operations. Alloy and temper designations shall be verified by mill test certifications. All sign panel edges shall be shear -trimmed or roll -slit to produce neat edges and square corners. Sign panel edges shall be straight within 1(32 inch from the straight plane. Edge delamination or incomplete coverage of the base metal substrate up to and coincident with the cut edge of the sign panel shall be sufficient basis for rejection of the entire sign panel. For pretreatment, all treatment tanks and/or spray applied systems must be performed on the sign manufacturer's premises to ensure proper adhesion of reflective sheeting materials. If pretreatment is performed by immersion methods, the tanks must be sufficient size to accommodate the complete panel. Titration equipment shall be available for inspectors to check the solution strengths. The cleaned and coated base metal shall be handled only by a mechanical device or by operators wearing clean cotton or rubber gloves. After cleaning and coating operations, the panels shall be protected at all times from contact or exposure to grease, oils, dust or other contaminates. The front and back surfaces of the aluminum base metal shall be cleaned, deoxidized and coated with a light, tightly adherent chromate conversion coating, free of any powdery residue. The base metal pretreatment process shall be in conformance with Section 5, "Recommended Processing Methods" of ASTM Designation B-449. The Coating weight shall be (30-100 mg./sq. ft.), A Class 1 coating. • SIGN MESSAGE Sign manufacturer shall furnish a design for each sign, to the City, for written approval prior to the manufacture of any sign, including (but not limited to): Letter Size: 8 -inch upper case Series C 6 -inch lower case Series C Style: Federal Highway Series Arrows: Border: 1 -inch Block Numbers: 3 -inch Series C Directories (i.e., City Hall, Post Office, etc.): 4 -inch upper case Series C 3 -inch lower case Series C "NO OUTLET": 3 -inch upper case Series C • DS -14 Or as deemed necessary by the City. • The sign manufacturer has the option of applied or reverse/direct silk screened. SIGN FRAME AND PANEL CONSTRUCTION E The frame shall be aluminum channel extrusion, 1.25 inches x 1.25 inches x .125 inch thickness. Alloy 6063-T5. All joints of the aluminum channel shall be meter cut to form a 45 degree angle at each corner. The frame shall be welded with an inert gas shielded - arc welding process using 4043 electrode filler wire in accordance with good shop practices. The width of the filler wire shall be equal to the wall thickness of the channel being welded. The top of the frame will have two, 2 -inch x 2 -inch x .250 -inch wall thickness channel members welded and fastened to the frame with stainless steel bolt, washer, ny-lock nuts and cotter pins. An adjustable swing assembly will be attached to these members. A sign panel shall be fastened to both sides of the channel frame to make a double-faced unit. Each sign panel must be a continuous sheet with no vertical or horizontal splices to make up one panel. The sign panels shall be affixed to the frame with 3/16 inch diameter blind pop rivets alloy 5052. They must be aluminum approved. The exposed face of the rivet shall be of similar shade and compatible with the face color of the finished sign. The rivets shall be placed through the face of the sign with the wall of the channel placed against the back of the sign panel. Rivets shall be placed no closer than 1/2 inch from the edge of the sign panel and a minimum of 8 inches apart from one another. All rivets must penetrate the web of the channel frame for proper grip strength between sign panel and frame. The swing hinge is attached to the 2 -inch x 2 -inch channel member with a 1/4 -inch stainless steel bolt and bronze bushing, then secured with a ny-lock nut. MOUNTING ASSEMBLIES The top of the sign frame shall have two free swinging mounting brackets. They shall be of all aluminum, bronze or stainless steel parts. Each of the swing brackets shall be adjustable vertically for leveling the sign. The bracket assembly shall permit the full assembly to swing perpendicular to the support hardware. The hardware used to attach the sign and swing assembly to the mast arm shall be a 3 piece telescoping design. Its minimum adjustable range shall be from at least (but no greater than) 12 inches to at least (but not less than) 28 inches, on a maximum of 1 inch increments (without additional adaptors required). Each inside tube shall fit firmly within the outer and slide smoothly. Safety tabs shall be located on the ends of each tube so as to not allow the tubes to completely separate from each other during shipping or installation. Tubing design shall be of a design and made of materials to meet any and all structural standards (to provide a life expectancy of 50 years under worst case weather conditions) determined by the State of California for the construction of traffic signals and its appurtenances DS -15 When the installation of the assembly to the mast arm is complete, the assembly should swing freely 90 degrees in both directions (when moved by the installer) without any binding or hindrance felt so that the assembly will move freely under normal weather conditions. FINISHED SIGNS The finished sign shall be flat within a ratio of 0.04 inches per linear foot when measured across the plane of each panel from opposite corners or at any location on the panel. All finished signs shall have a smooth flat surface without defects or objectionable marks of any kind on either the front or the back faces. All letters and designs shall be clearly cut and sharply defined. The appearance of the sign face shall be uniform throughout and shall be free of wrinkles, gel, hand spots, streaks, extrusion marks, air bubbles or blemishes that may impair the serviceability, detract from the general appearance or color matching of the sign when viewed from a distance of twenty-five (25) feet. The finished sign shall be clean and free from all burrs, sharp edges, loose rivets and aluminum marks. INSPECTION The sign manufacturer shall maintain and, on request, provide the City with records of any and all testing and their results and coating process, including (but not limited to) alloy verification, pretreatment, adhesive identification; and processing temperatures for each production lot. • INSTALLATION Installation of each sign assembly shall be per the sign manufacturers specifications and all Caltrans standards. Any deviations (without prior written approval by the Engineer) shall be cause for rejection. PACKAGING Packaging must be in accordance with the sheeting manufacturer's specifications. All signs shall be packaged in such a manner to ensure delivery in perfect condition and shall be suitably protected for proper shipment and storage until installation of the assembly. ACCEPTANCE Signs with any defects or damage that affects their appearance and/or serviceability in accordance with any standard above will not be accepted by the City. Any replacement shall be installed prior to acceptance of the project by the City. PAYMENT The price for this item shall include the cost for the manufacture, delivery, and installation (which includes all labor, materials, tools, equipment and incidentals necessary for doing the work) of all signs shown on the plans and/or as indicated on the bid sheet. No additional compensation shall be made for any signs rejected by the City in Is accordance with this Acceptance Section or as determined by the Engineer. DS -16 BID ITEM 6 - SIGNAL HEAD COVERS 40 Within one (1) hour of installing a vehicle signal head, said head's lenses shall be covered with a City approved hood. Any exceptions to the following shall be approved by the City Engineer a minimum of 72 hours prior to installation. Said hood shall be of one piece per signal head and cover all lenses. Said hood shall be made of solution dyed 100% woven acrylic material that is fade and weather resistant and guaranteed of such for a minimum of 5 years under normal outdoor, year round use. All thread used for seams, buckle/strap attachments and such shall be minimum 16 ounce 100% weather resistant polyester. Each hood shall have a minimum three (3) square inch hole, covered with 100% weather resistant nylon webbing, centered on each lense on the signal head. Each hood shall have sufficient weather resistant nylon straps with all weather buckles and 100% weather resistant nylon velcro (for quick adjustment or release) so as to remain attached to the signal head under normal outdoor year round use (including 50 mph winds). Said heads shall remain (or be replaced as needed) until acceptance of the traffic signal by the City. 1] PAYMENT Either A. Purchase of Signal Head Covers - City to take possession thereof, after acceptance: the average price for this item shall not include any or all SIGNAL HEAD COVERS presently stocked by the City. Contractor shall contact City (prior to bid submittal) to determine number and types necessary for use, for which the City has inventory; or, B. Contractor's use of their signal head covers - City not to take possession thereof, after acceptance: The lump sum price for this item shall include any and all incidental costs deemed appropriate (for use during the times noted above) by the contractor and no additional compensation shall be made. DS -17 n U • • APPENDIX SECTION I APPLICABLE STANDARD PLANS OF ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY The following Standard Plana for Public Works Construction, 1955 Edition, of the American Public Works Association (Southern California Chapter) and Associated General Contractors of California (Southern California Districts) have been adopted by EVA with conditions which shall apply to ENA use. The conditions are listed below. APWA 2 A j )lame and Conditions 104-0 104-0-dC Curb and Gutter -Samar 1. Type A-2 ... Place asphalt concrete surfacing 5/80 above P.C.C. gutter. 2. Type D-1 ... Tack A.C. Pavement with emulsified asphalt at rate of 0.05 Sallon/square yard prior to placing A.C. Curb. 5. TABLE Or CONS TYPE AND W PON USE WITH ENA STANDARD ROADWAY TYPICAL SECTION OLD ENA STD APWA STD 104-0 •W TYPE 'A' A3 -B 11 TYPL -A-2- Al -S 2' TYPE •B• Cl -B -.- TTPE •B-1• Al -S --. ME •D• SRS - A2 -6 1' •66 4. REPLACE TORNER ENA S.P. 201 - SHEET 1 CONCRETE CURB TYPE •A- 201 - SHEET 2 CONCRETE CURB TYPE -A-20 201 - SHEET 5 CONCRETE CURB TYPE -3- 201 - SHEET 4 CONCRETE CURB TYPE 'D• 201 - SHEET 6 ASPHALT CONCRETE DIES ORANGE COUNTY ENVIRONMENT Yl ENT AGENCY AWwss Cow'• rowan, ai-rcw of POW werss STD. PLAN 104 -0 -OC APWA STANDARD PLAN - Street Improvements aMt[T 1 OF APPLICATT Arhr* roe&e •• W ftedsm ld oftwob od*W to too 4' W' Amid+atiol +idowat adjeeord to are 4- e" l0' Ca imoraid and rAmorm Pra IO' i NOTM Thickness ■ 4" PCC standard, 6" Pec. within driveway am. CURB 6 GUTTERS W P J shall be plated at each side of driveways, at ane ends of all curb returns, and at Id intervals (exempt within curb returns), to o IMNtnlst► depM of 1112" with taper finish. SIDEWALK, W P J Mal be Constructed In sieewalits, I" mi*mm depth, at t0' intervals and of ends of driw approaches, curb returns, and tree wets. Joist shall be edger finished Ma 1/41 Calor additives or pattern stamped Concrete shall not be used. oW may be reduced to S' with adequate provision for mointenanee of remoYiq parkway. s* Recommended where grade IS bW that 5*4 and design is Cansipgd wdh adjacent residential devebprtsnt. •••Reeomnsnaed won grads is gsatw then 5%. Utility vaults, hydronla,malibonss,and other obetruCIMM mug be placed beds d si me&. See Std. Plan 1410 for vertical aNtfuCMm location. '� So Std Plan 103-0—OC for joint details. Loof �• t{ eroo.nves er I" C -C mmilwa I/4" aka , by I/4" kale +" lm"GIR a' rANGE COUNTY ENVIRONMENTAL Ad T A AICY STD. PLAN •pprovN CA No/ioo, Dird AN: M Aa✓+ area 111 O G Adwted. Ilan. 7r wd st %w, Ilea. ?V,?V : {! -ate : ee-1141 (� J _SIDEWALK DETAILS slur I art SECTION I. MATERIALS Portland cement concrete shall meet the requirements of Section 400 and these srecia: provisions. For 2500 class concrete, a prequalified mix design may be used in accordance with the provisions of ACI 318-71, Section 4.2.2.1, in which f'c - 2500 psi. The sodium sulfate loss requirement and the gradation X -value submittal required of Section 400-1.3.1 may be waived by the Engineer. The cement type requirement, Section 201-1.2.1 shall be Tyne II, III, V or IP (M.S.) as determined by the Engineer. Type II, III, V or IP (M.S.) cements shall conform to ASTM C150 and the low alkali requirements of Table lA therein. Type IP (M.S.) cement shall also conform to the requirements for Type IP (M.S.) cement of ASTM C595, and shall be comprised of an intimate mixture of Type II cement and not more than ;i)-, b, weight of a pozzolanic material. Subject to the following conditions, pozzolan may be used to replace up to 207, by weight of the required Portland cement in concrete and up to 30% may be used in a prequalified mix design per ACI 318-71. Pozzolan shall not be used to replace Type IP (M.S.) modified Portland cement or Type III' Portland cement. In addition to other requirements, when concrete is mixed in paving or tilt drum stationary mixers, the pozzolan shall be weighed in a separate weigh hopper and cement and pozzolan shall be introduced simultaneously into the mixer proportionately with the aggregate. The weight of pozzolan used shall be equal to or greater than the weight of the Portland cement replaced. Pozzolan shall conform to ASTM Designation: C618, Class N or Class F, except that thv loss on ignition for Class F pozzolan shall not exceed 4%. Class C pozzolan may be used if approved by the EMA Materials Engineer. The weigh hopper, charging and discharge mechanisms used to proportion pozzolan shall conform to the requirements for Portland cement weigh hoppers, charging and discharge mechanisms in Section 201-1.3 "Proportioning," of the Standard Specifications and in ASTM Designation: C94. In determining the maximum amount of free water that may be used in concrete, pozzolan shall be considered to be cement. The pozzolan used in the manufacture of concrete for exposed surfaces of like elements of a structure shall be of the same brand and of the same percentage. The pozzolan shall be protected from exposure to moisture until used. Sacked pozzolan shall be so piled as to permit access for tally, inspection, and identification for each shipment. ORANGE COUNTY ENVIRONMENTAL MANAG MENT AGENCY GA Mdaw, Dveeter of time Nrfe ►ansae- pAs 77-92 nevised:73-7911 79-1725; G2-713: 83-1442 Sid. PLAN 1803 ESPECIAL PROVISIONS—PORTLAND CEMENT CONCRETE I SHEET I or a SECTION I. MATERIALS Conc'd The Contractor shall make arrangements with the manufacturer of ready mixed • concrete or precast concrete products to provide adequate facilities to assure that pozzolan meeting the requirements specified in these special provisions shall be kept separate from other pozzolan in order to prevent any but the specified pozzolan from entering the work. The Contractor shall also make arrangements with said manufacturer to provide safe and suitable facilities for sampling pozzolan at the weigh hopper or in the feed line immediately before entering the hopper. If pozzolan is used, a "Certificate of Compliance" may be required by the Engineer for pozzolan delivered directly to the site of the work. The certificate of compliance shall be signed by the pozzolan manufacturer. If the pozzolan is used in ready mix concrete or in precast concrete products purchased as such by the Concractoi, the certificate of compliance shall be signed by the manu- facturer of such concrete or product. Pozzolan furnished without a certificate of compliance -shall not be used in the work until the Engineer has had sufficient time to make appropriate tests and has approved the pozzolan for use. The Cleanness Value requirement of Section 200-1.4 shall be replaced with the following; Tests Test Method Requirements Cleanness value Calif. 227 Individual Test 70 Min.* • Moving Average 75 Min.* The Sand Equivalent requirement of Section 200-1.5.3 shall be replaced with the following: Tests Test Method Requirements Sand Equivalent Calif. 217 Individual Test 70 Min.* Moving Average 75 Min.* * For 2500 or less class concrete, except concrete pavement, a minimum 65 Individual Test Result and a minimum 70 Moving Average will be acceptable if 2500 psi 28 -day strength criteria of Section 201-1.1.4 are met, at a 6 -inch slump or greater. The testing and acceptance determination will be made by the EMA Materials Laboratory. Evaluation of Sand Equivalent and Cleanness Value results shall conform to the provisions of Subsection 400-1.4. Minimum cement content for curb, gutter, sidewalk, cross gutter, spandrel, alley, and decorative median concrete shall be 470 pounds per cubic yard, in lieu of 520 pounds per cubic yard as specified in Section 201-1.1.2. • ORANGE COUNTY ENVIRONMENTAL. MANAGEMENT AGENCY STD. PLAN AWQ"d l", %2S.1 G R. Naftes, weer of Po&* soda 1803 V 03 *dead= Res. 77-92 AwleNs Ree. 76711 j 794725 ; 42.71• 1 63.1442 SPECIAL PROVISIONS- PORTLAND CEMENT CONCRETE SWEET COSA • • s SECTION I. `L4TEFIALS Cont'd Portland cement concrete for filling the interstices of concreted rock slope protection (rip -rap) shall be either class 560-C-3250 or 660-E-3250, unless specified otherwise in the Special Provisions. SECTION II. GENERAL PROVISIONS Add to Subsection 303-1.2, "Subgrade for Conrete Structures," the following: If the plans and specifications for the project provide for the construction of gravel base material, which material will be subgrade for concrete, the Contractor shall furnish 6 mil polyethylene sheeting as a subgrade cover. The placing of steel reinforcement and placement of concrete shall follow the installation of the polyethylene sheeting as closely as possible. The gravel base material shall be kept free from water to prevent any portion of concrete material being deposited in water. The Contractor shall place Gravel Base Material under the bridge pier and pier extension footings as shown on the plans, in order to control groundwater, and to prevent the mixing of the channel bed material with the concrete during placement operation. The composition of gravel base material shall conform to the following grading requirements when determined by Test Method No. California 202: Gravel Base Material Grading - % Passing Screen or Sieve Size D1 D2 D3 D4 D5 3" 100 100 100 100 100 95-100 90-100 90-100 85-100 1" 65-100 5-60 3/4" 90-100 50-100 50-90 20-60 0-30 3/8" 60-100 15-55 0-50 0-20 0-5 No. 4 5-50 0-25 0-10 0-5 No. 8 0-10 0-5 0-5 No. 16 0-5 No. 200 0-3 Approximate (No. 4 (No. 3 and (No. 3 (No. 2 and (No. 2 Composition Rock) No. 4 1:1) Rock) No. 3 1:1) Rock) The approximate compositions given are for information purposes only; the grading limits specified above shall control. The Contractor shall excavate to the subgrade dimensions and grades as shown on the plans or as directed by the Engineer. Where a firm foundation is not encountered, due to soft, spongy or other unsuitable material, all such unsuitable material shall be removed and replaced with Gravel Base Material, or compacted backfill, at the discretion of the Engineer. ORANGE COUNTY ENVIRONMENTAL NAGEMENT AGENCY ST D. PLAN appraysd CcN«!� , aeeaw of Pu&* ~s 1803 adopted: Rn. 77-92 Parked: Res. M79,79-1725 ; 82.719; 43-1442 ,SPECIAL PROVISIONS- PORTLAND CEMENT CONCRETE SHEET3 OFe SEC'10S II. 6c\-_3AL i'ROCISIOSS :ont'd Add to Subsection 303-1.3, "Forms," the following: Forms shall be braced to withstand the pressure developed and shall be tight to prevent loss of mortar. Tangent sections for formed wall surface shall result in concrete surface free of any unevenness greater than 1/4 inch when checked with a ten foot straightedge. Forms for covered conduit or open channel curved sections shall be constructed along the arc of the curve. The finished surface shall follow the arc of the curve. If permitted by the Engineer, covered conduit curved section may use chord panel. Ends of the chord panel shall be on the arc of the curve. Add to Subsection 303-1.7.1, Placing Reinforcement, "General," the following: Reinforcing steel shall be of the same grade throughout the structure. Aluminum and plastic supports for reinforcement shall not be used. Bars shall be accurately spaced as shown on the plans, and spacing of the first bar immediately adjacent to a transverse construction joint shall be one-half the required spacing show on the plans. In no case shall the clear distance between parallel bars be less than Zit diameters of the bar or a minimum of two inches. Unless otherwise show on the plans, embedment of reinforcing steel (other than • stirrups and spacers) shall be 1i inches clear depth for q8 bars and smaller, and shall be two inches clear for A4 bars or larger. Where placement of reinforcing steel requires alternate bars of different size, embedment regiremencs shall be governed by the larger bar. Stirrups and spacers shall be embedded not less than one inch clear depth. Measurement of embedment shall be from the outside of the bar to the nearest concrete face. Tack welding or butt welding on reinforcing bars will not be permitted. Add to Subsection 303-1.7.2, "Splicing," the following. Reinforcing bars may be continuous at locations where splicers are show on the plans, at the option of the Contractor. The location of splices, except where shown on the plans, shall be determined by the Contractor as approved by the Engineer based upon using available commercial lengths where practicable. Unless otherwise shown on the plans or approved by the Engineer, splices in adjacent reinforcing bars shall be staggered. The minimum distance between staggered splices for reinforcing bars No. 11 or smaller shall be the length required for a lapped splice in the bar. Splices shall consist of placing the reinforcing bars in contact and wiring them together in such a manner as to maintain the alignment of the bars and to provide minimum clearances. 40 OKMOK COUNTY ENVIRONMENTAL MA#AGEMENT AGENCY ST O. PLAN AWeae a,2. X803 t A iveae% Areear of tieMe ~1 adr Ra. n-90 1r.NM Rn. FL7! 79-170; 82-714103-1442 SPECIAL PROVISIONS- PORTLAND CEMENT CONCRETE SHEET. Of 0 go lapped splices will be permitted at locations where the concrete section is not sufficient to provide a minimna clear distance of two inches between the splice and the nearest adjacent bar. The clearance to the surface of the concrete @hall not be reduced. Where Grade 60 reinforcing bars are required, the length of lapped splices shall be es follows: Reinforcing gars No. 8 or smaller, shall be lapped at least 45 diameters of the smaller bar joined, and reinforcing bars Mos. 9, 10 and 11 shall be lapped at least 60 diameters of the smaller bar joined, except when otherwise shown on the plans. Where bundle bars are specified, splices shall conform to the following: 1. In bundles of two bars, the length of lapped splice shall be 1.2 times the length of single bar lapped splice. 2. In bundles of throe bars, the length of lapped splice shall be 1.33 time the length of single bar lapped splice. Spiral reinforcement shall be lapped at least 80 diameters. Spiral reinforcement at splices and at ends shall be terminated by a 135 -degree hook with a 10 -inch tail hooked around so intersecting bar. • Splices of tensile reinforcement at points of maximum stress shall be avoided; however, any proposed deviation from splices shown on the plans shall be submitted to the Engineer for approval. Add to Subsection 303-1.8, "placing Concrete," the following: Concrete for girder spans shall be placed is not less than two operations, and the last operation shall consimt of placing the top dock slab. At least five days shall elapse between aach operation, unless otherwise permitted by the Engineer. When concrete is to be deposited in a manber less than 16 inches in width. the use of double belting to prevent segregation of the concrete shall be permitted, in lieu of pipes or tremies. Each belt shall' extend equidistant into the forms to a point where concrate shall not 'fall more than six feet. When placed in the forms, the belts j shall be aligned directly opposite each other. i Vehicles weighing over 1,000 pounds will not be allowed on any span until after the concrete in the span has attained a compressive strength of at least 2,400 pounds per square inch. Vehicles weighing over 4,000 pounds will not be allowed on any span until after the concrete in the span has attained a compressive strength of at least 3,250 pounds per square inch or has attained an age of 28 days, whichever occurs first. Vehicles which azceed the weight limitations set forth in Division 15 of the State Vehicle Code and which can be allowed to cross bridge decks as stated below, will not be allowed to make repetitive crossings of eny span until the concrete in the span has attained an age of 26 days. Io addition, for prestressed structures, vehicles whose gross weigbt exceeds 2,500 pounds will not be allowed on any span until the prestressing steel for that span has been tensioned. ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STD. PLAN 1803 C.A. AirAr, Ovenr of A.rwk Worksw ar 82-110 m4N• 93-1442 SPECIAL PROVISIONS -PORTLAND CEMENT CONCRETE SHEET 5 OF 8 Within the limits of the project and subject to the control of the Engineer, and provided that the Contractor at his expense shall provide such protection measures as are deemed necessary by the Engineer and shall repair any damage caused by such operations, the Contractor will be permitted to cross bridge structures that are not open to public traffic and which are designed for HS20-44 Live loading (culverts and pipes excluded), with construction equipment which exceeds the size or weight limitations set forth in Division 13 of the Vehicle Code, but not exceeding the veight limitations hereinafter specified, provided that the Contractor furnishes to the Engineer the dimensions and maximum axle loadings of equipment proposed for use on bridge structures. (a) The loading on bridge structures due to two -and three -axle pneumatic -tired earth movers shall not exceed that shown in the following table. ALLOWABLE CONSTRUCTION LOADING OM BRIDGES.FOR TWO -AND THREE -AXLE EARTH HOVERS Spacing of Bridge Girders (center to center in feet) 4 S 6 7 8 9 10 and over Maximum Axle Loading (in pounds) 28,000 29,000 30,000 32,000 34,000 37,000 40,000 Minimum axle spacing: For three-azle earth movers Axles Ito2-8 ft. Axles 2 to 3 - 20 ft. For two-mae earth movers Axles 1 to 2 - 20 ft. (b) The maximus loading on the bridge structures due to poeumatic-tired and truck and trailer combinstiom shall not exceed: (1) 28,000 pounds for single axles, (2) 48,000 pounds for tandem axles, nor (3) 60,000 pounds total gross load for single vehicles or 110.000 pounds total gross load for truck and trailer or semi -trailer combinations. Add to Subsection 303-1.8.6, "Joints," the following: Unless otherwise specified, transverse construction joints shall be placed in all reinforced sections at intervals of mot less than 10 feet or more than SO feet. The joints shall be in the same plana for the entire structure, and for concrete thickness greater than 6 inches shall be keyed as directed by the Engineer. 03UNrr ENVIROWAWAL , t MA4AG E AGENCY STOL PLAN C.N.Appmad Ablaem, Dire Clef eI ^A&* Wefts 11803 92-7141 A,.ia.csa-iaaz SPECIAL PROVISIONS—PORTLAND CEMENT CONCRETE '2,aura Construction of all reinforced concrete sections (including inverts) shall be by • the alternate panel method, and no continuous placement through joints will be permitted. After placement of all concrete in a panel or section one side of the joint has been completed, placement of concrete on the other side of the joint shall be delayed as directed by the Engineer; but in no event shall the delay be less than eight hours. In lieu of saw cutting, as specified in Subsection 201-3, "Expansion Joint Filler and Joint Sealants," joint sealant grooves shall be formed as shown on the plana and as directed by the Engineer. Add to Subsection 303-1.9, "Surface Finishes," the following: The longitudinal and transverse channel invert elevation shall not vary from true line and grade more than � inch. The unevenness shall not be more than ;t inch when checked with a 10 -foot straightedge. Top of channel wall and channel side slope elevation shall not vary from true line and grade more than IS inch. Unevenness shall not be more than k inch when checked with a 1n -foot straightedge. Any surfaces which fail to conform to the above tolerances shall be ground in accordance with the best standard practice until the tolerances are met. Grinding shall not reduce the concrete cover on reinforcing steel to less than 1► inches. Portions of inverts which cannot be corrected satisfactorily by grinding shall be removed and replaced. • Except as specified above, vertical or horizontal position of structures as shown on the plans or as specified In these specifications, shall not vary more than h inch from true position. Elevation at inlet lips shall nbt vary more than Ix inch from elevations shown on the plans. The 10 -foot straightedge or template shall be furnished by the Contractor and shall be readily available prior to.placing of concrete. Add to Subsection 303-1.9.2, "Ordinary Surface Finish," the following: Ordinary Surface Finish shall not apply to rock pockets which, in the opinion of the Engineer, are of such an extent or character as to affect the strength of the structure materially or to endanger the life of the steel reinforcement. In such cases, the Engineer may declare the concrete defective and require the removal and replacement of the portions of the structure affected. Add to Subsection 303-1.10, "Curing," the following: (there the curing compound method 1a used on concrete surfaces, the invert surface shall be sealed with a Type 1 chlorinated rubber base compound, and the wall surfaces shall be sealed with a Type i wax base compound. LJ i ORANGE COUNTY ENVIRONMENTAL MA AGEMENT AGENCY STD. PLAN 1 aswered -,� oweclor el Irbk Mer*! 1803 Qv O3 aao e: a. e2 -71e MrbU'63.1442 SPECIAL PROVISIONS -PORTLAND CEMENT CONCRETE SKEET 7 OF 8 , SECTION III. REQUIRD ENTS FOR SEA WAIER OR SULFATE SOILS CONTACT Unless otherwise shown on the plans or special provisions, the manufacture and curing of Portland Cement concrete under the following conditions shall apply: A proposed mix design shall be submitted to the EMA Materials Engineer for approval. This mix design shall have the following characteristics: A. Ceneral 1. The thickness of concrete over the reinforcement shall be 3 inches where the concrete is deposited against the earth without forms end 2 inches if formed. 2. Forms shall not be removed prior to 24 hours after concrete placement and in no event sooner than as specified in Sec. 303-1.4.5 and 303-1.5. B. Sea Water Contact 1. A maximum water cement ratio of 0.53 shall be maintained. 2. Where an approved admixture is not used for workability, a slump of approximately 3 inches shall be maintained. If an approved admixture to used the slump may exceed 3 inches. 3. Air entrainment, if used, shall not exceed 4 percent. C. Sulfate Soils Contact Soluble SO4 content of soil from 2,000 to 15,000 ppm maximum per ASTH test method D-516 (Method'B). 1. 6 -sack, Type V Cement. 2. 7 -sack, Type II 3. 6 -sack, Type IP(MS) 4. 6 -sack, Type II with 20% maximum pozzolan (class N or i) substitution at 1:1 ratio. D. Soluble SO4 content of soil that exceeds 15,000 ppm: Design mix shall be submitted to the EMA Materials Engineer for approval. SECTION IV. AIR -PLACED CONCRETE Air -placed concrete shall comply with Section 303-2 of the Standard Specifications and these special provisions. The concrete class shall be 600-E-3150 minimum. The strength of air -placed concrete shall be determined from cores cut from test panels in accordance with the fourth paragraph of Subsection 303-2.4. ORANGE COUNTY ENVIRONMENTAL MANAGE ENT AGENCY STD. PIAN AivMe•..w cw. Ati s.s ea► of 4 a* srres Q O a ht: M.07•N hobos: 0 a- �: t l Q SPECIAL PR!; /;;IONS—PORTLAND CEMENT CONCRETE . sm! . „. SECTION 1. MATERIALS Untreated base materials shall comet the requirements of Section 400 and these special provisions. In lieu of the second "Stance of Section 200-2.4.1, at least 6S percent, by weight, of the material retained on the No. 4 sieve shall be crushed particles as determined by Test Method No. California 205. Evaluation of gradation sad saved equivalent tut results shall conform to the provisions of Subsection 400-1.4. The gradation and send equivalent requirements of Subsections 200-2.3, 200-2.4, 200-2.5, and 200-2.6 shall be the moving average requirements. Indi- vidual test requirements for gradation and send equivalent shall be as determined by the ZMA-Materisls Lab. SECTION II. GENERAL PROVISIONS Add to Subsection 301 2.1, "General," the following: Untreated base material for pavement, cross gutters, spandrels, and similar types of improvements, shall be constructed of material as specified herein. The material grading shall be either Coarse or Pine se specified in Subsection 200-2.4.2, "Grading," of the Standard Specifications, at the option of the Contractor. Changes from one grading to smother shall sot be made during the progress of the work, unless permitted by the gogiseer. Revise Subsection 301-2.2, "Spreading," as follows: Delete the last two sentences in Paragraph 2 and add the following: At the time untreated base material is spread, it 1 have a moisture content sufficient to obtain the required compaction. Such moisture shall be uniformly distributed throughout the material. Tailgate spreading by dump trucks will not be permitted accept for spot dumping and in areas not readily accessible to spreading equipment. AGENCY O.eew of /RMC wr&# SPECIAL PROVISIONS -UNTREATED BASE MATERIALS STD PLAN SMEETI pal SECTION I. MATUTAU Asphalt concrete shall most the requirements of Section 400 and chase Special Provisions Coarse aggregate shall consist of material of which at least 75 percent by weight shall be crushed particles is Lieu of the requirements of Section 400-2.3. The viscosity grade of paving asphalt shall be As 4000 or At $000 as determined by the $ngineer. The exact proportions of aggregate end the amount of asphalt binder for each type of mixture shall be regulated as directed by the Engineer. However, as a general guideline the required asphalt content for Orange County asphalt concrete mix designs will be as follows: Arterial Highways 3/4" (III -3-2) Use Course 5.42 4" (III -C-3) Surface Course 5.81 lien -Arterial Streets 3/4" (III -F3) Base Course 5.71 162 (III -C-3) !lase and Surface Course 6.0% 2ba surface course grading shall be III -$2, III -$3, III -C2. or III -C3, as determined by the Eagineer. Grading !lis III -D may be required by the Engineer in special eases only. ?be send equivalent and Stabilometer-Value (S -Value) requirements of Subsection 400-4.3 shall be the ming average requirements. Individual test requirements for sand equivalent and S -Value shall be as determined by the CKA-Materials Lb. $Ike trail asphalt concrete shall nest the criteria as provided bersin and the following modifications: a. The amount of asphalt binder to be mixed with the mineral aggregate &all be between 6.11 and $1. b. The grading shall be III -C3. Grading Mix III -D any be required by the Engineer is special owes only. SECTION II. GIIi??]tAL TUNISIONS Add to Subseetiom 302-5.1, "General," the following: The combined aggregate grading for asphalt concrete placed as miscellaneous areae shall conform to the gradation for the asphalt concrete placed on the traveled way, unless otherwise directed by the Engiseer. The amount of asphalt binder used in the asphalt concrete placed in dikes, getters. gutter flares, override drains and aprons at the ends of drainage structures. unless otherwise directed by the gagiaaar. shall be ircreesd one percent by weight of the aggroasts over the amount of asphalt binder *sad in the asphalt concrete placed on the traveled sews: ar. r:•ir row: SPECIAL PROVISIONS -ASPHALT AGENCY aroew of titre rens CONCRETE STD. PLAN 1805 3 e, The asphalt concrete to be placed in areas Mich are designated no the plans as miscellaneous arose may be spread in oes layer. The material $hall be compacted to the required lines, grades and trona section. Dikes shall be shooed sed compectod with sm extrusion machine or other equipment capable of shaping and compacting the material to the required cross sections. In advance of placing asphalt concrete dib on asphalt surfacing, the surface shall be broossd clean of all loose and extraneous material, and a tack coat shall be applied. If the finished surface of the asphalt concrete an the traffic lames does not meet the specified surface tolerances, it shall be brought within tolerances by either: (1) abrasive griedisg (followed by fog seal coat on the areas which have been ground), (2) slating en overlay of asphalt concrete, or (3) removal and replacement. The method shall be selected by the Anxineer. Delete Subsection 302-5.2. "Trice Coat," and substitute the following: When $pacified, a prime cost coa$istiag of Grade MC -70 liquid asphalt shall be applied to the surface of the prepared base or subbase prior to placing asphalt concrete at a rate between 0.0 and 0.25 gallon per square yard (0.45 and 1.13 liter per square motor). Grade SC -70 and SC -250 liquid asphalt may be used when approved by the 904inaer. Modify Subsection 302-5.3, "Tack Coat," as follows: A tack coat of SS -lb type smaulsified asphalt, Mere stipulated on the plans and specifications or required by the Engtoser, shall be applied is accordance with Subsection 302-5.3. AR 1000 paving asphalt say be used only when approved by the Engineer. AR 1000 paving asphalt, when as shall be spread in accor- dance with provisions of Section 203-1. Add to Subneetion 302-5.4, "Distribution and SpreadLg," the following: Tarpaulins shall be woad to cover all loads when directed by the Engineer. Unless otherwise permitted by the Engineer, the top layer of asphalt concrete for shoulders. tapers, transitions, road connections, private drives, curve widenings, turnouts, left term pockets, and other such are", shall not be spread before the tap layer of asphalt concrete for the adjoining through lane bas been spread end compacted. At locations where the somber of Lamas is chsmpd, the top layer far the through lanes shall be paved first. Tracks or wheels of spreading equipment shall not be operated on the top layer of asphalt concrete in any area until final Compaction ban been completed or unless directed by the tagimser. The top layer of asphalt concrete shall sot exceed 0.20 -foot in compacted thickness. Each lama of the top Layer, wee easac". "all be placed without interruption. All screed extensions for paving machimas shall be provided with a tamper, roller or other suitable Compacting devices. ORANGE CWNTY EWPONIAOM . MANAGEMENT AGENCY STD PLAN e" Gem ft= Awrerar of Adair Warts 11805 QO5 SPECIAL PROVISIONS - ASPHALT CONCRETE I SHEET 2 OF Add to Subsection 702-5.5, "Rolling," the following: Three -wheeled rollers as opecitied in Subsection 702-5.5.1 shall not be permitted. Pneumatic rollers shall be required an lower layers only. Initial breakdown coapaction shall consist of a minimum of three (7) coverage* of a layer of asphalt mixture. A pass shall be a movement of a roller in both direc- tions over the same path. A coverage shall consist of as many passes as are neces- sary to cover the entire width being paved. Overlap becveen passes during any coverage, made to insure compaction without displacement of material in accordance with good rolling practice, shall be considered to be part of the coverage being made and not part of a subsequent coverage. Each coverage shall be completed before subsequent coverages are started. For subdivision and permit work within the County, the final or surface layer of sipTialt concrete shall mot be placed until all on-site improvements have been completed, including all grading, and until all unacceptable concrete is removed and replaced at the direction of the Engineer. When specified, a fog seal of SS -1h or CSS-lh type emulsified asphalt shall be applied to the finished surface of asphalt concrete pavement at a rat* of 0.05 to 0.10 gallon per square yard as determined by -the Engineer. Additional water shall be added to the material and mixed therewith in such proportion that the resulting mixture will contain not more than SO percent of added water, the exact quantity of added wetter to be determined by the Engineer. The race of application of the resulting mixture shall be such that the undiluted emulsion will be spread at the specified rate. prior to placement of the fog seal, all dirt, mud, trash or other loose material shall be cleaned from the area to be covered. In addition to the provisions of Sections I and II for asphalt concrete pavement, the following provisions shall be adhered to when constructing asphalt concrete pavement, deep lift section, where shown on the plans or specified by the Engineer. Asphalt concrete ►ass shall be spread at a temperature of not less than 270' F. nor more than 700' F., unless a higher temperature is ordered by the Engineer, and shall be spread and compacted In layers mot to exceed 0.50 -foot in compacted thickness. When more than one layer of bass tours@ is required, the layers shall be of equal thickness. The following shall apply to spreading: 1. Each layer shall be spread with an approved spreading device which will deposit a uniform layer for a minimus of one traffic lane width. A motor grader shall not be used as the spreading devic*. 2. rhe minima to"*rature of asphalt concrete for initial or breakdown compaction shall be 225' F. 7. Initial or breakdown compaction shall consist of a minimum of three couplet* coverages of the asphalt concrete and shall be perforrd with a two- or three -sale tandem roller weighing not les* than 12 tons. ORANGE OO11NTY ENVIRONMENTAL MA NAG M AGENCY SM.. PLAN cow. am@es . Qisthr of Italic warty 1 Q O5 rt Marls"Me. 71-�s=S. .n Q ESPECIAL PROVISIONS -ASPHALT CONCRETE SWEET 3 OF SECTION III. DEEP LIFT PAVING Cont'd 4. For Codtity-funded construction contracts, the initial or breakdown rolling shall be immediately followed by a motor grader with additional material to level irregularities and provide a uniform surface for subsequent layers. Additional rollinq shall proceed directly behind the motor graders and shall consist of a minimum of three complete coverages with a pneumatic - tired roller while the temperature of the asphalt concrete is above 150' F. 5. For subdivisionand permit work within the County, when three or more courses are required, depths of next course shall be painted for the top two courses at intervals not to exceed 50 feet as directed by the Engineer. 6. The following layers of asphalt concrete shall not be spread when the under- lying layer is above 150' F. SECTION IV. BIKE TRAIL PAVING Asphalt concrete pavement for the bike trail may be placed in one lift by a self-propelled paving machine. All ocher provisions of Section I and II shall apply. SECTION V. OPEN GRADED ASPHALT CONCRETE Open graded asphalt concrete, where shown on the plans or specified by the Engineer, shall meet the requirements of Sec. 400 and these special provisions. The viscosity grade of paving asphalt shall be AR -4000 or AR -8000 as determined by the Engineer. The exact proportions of aggregate and the amount of asphalt binder for each type of mixture shall be regulated as directed by the Engineer. The requirements of Subsections 400-4.2.3, 400-4.2.4, and 400-4.3 shall be replaced with the following: After nixing with asphalt binder, the combined aggregate film stripping shall not exceed 25 percent, as determined by Test Method No. Calif. 302. At least 90 percent by weight of the aggregate shall consist of crushed particles. The grading of the combined aggregates shall conform to G1 in the following table unless G2 is specified by the Engineer. ORANGE COUNTY ENVIRONMENTAL MA MA AGEMENT AGENCY Approvedv r� .,✓ C A. aw/, , Dlrec/r of fba/,c aWb AdsMN; nn. e2'71e SPECIAL PROVISIONS- ASPHALT CONCRETE LA 1805 S'EET4OF5 SECTION V. OPEN GRADED ASPHALT CONCRETE Cont'd The statistics, the basis of which will be the long term record of the plant, will be kept for each batch plant. Evaluation of gradation test results shall conform to the provisions of subsection 400-1.4. The temperature of the aggregate before adding the asphalt, except for mixtures with latex, shall be not more than 275' F. The temperature of the aggregate for mixtures with latex shall be not more than 290' F. When the mixture contains latex, the addition of latex into the pugmill shall commence with the introduction of asphalt and the wet mix cycle shall be 50 seconds. Open graded asphalt concrete may not be stored in excess of two (2) hours. Before placing a layer of open graded asphalt concrete on existing bituminous pavement, asphaltic emulsion shall be applied at a rate from 0.05 to 0.10 gal. per square yard. The exact rate will be determined by the Engineer. The mixture, except for those with latex, shall be spread at a temperature of not less than 200' F and not more than 250' F. Mixtures with latex shall be spread at a temperature of not less than 225' F and not more than 275' F. Open graded asphalt concrete shall be placed only when the atmospheric temperature Is above 60' F and it shall be rolled only with a stool -tired, 2 -axle tandem roller weighing not more than 10 tons. ORANGE COUNTY ENVIRON A asssao m» 62 • ?w of hsbs obi SPECIAL PflO'VISIONS- ASPHALT CONCRETE W 1805 SK CT 5 or 5 OG - 3/8" OG - 1/2" Individual Moving Individual Moving Test Result Average Test Result Average 3/4" (19.0 ms) 100 100 1/2" (12.7 ms) 100 100 92-100 95-100 3/8" (9.5 ms) 88-100 90-100 71-96 74-93 1/4" (6.3 sm) - - - - No. 4 23-42 25-40 21-44 24-41 No. 8 2-23 3-22 1-23 3-22 No. 16 0-12 0-10 0-12 0-10 No. 200 0-4 0-3 0-4 0-3 The statistics, the basis of which will be the long term record of the plant, will be kept for each batch plant. Evaluation of gradation test results shall conform to the provisions of subsection 400-1.4. The temperature of the aggregate before adding the asphalt, except for mixtures with latex, shall be not more than 275' F. The temperature of the aggregate for mixtures with latex shall be not more than 290' F. When the mixture contains latex, the addition of latex into the pugmill shall commence with the introduction of asphalt and the wet mix cycle shall be 50 seconds. Open graded asphalt concrete may not be stored in excess of two (2) hours. Before placing a layer of open graded asphalt concrete on existing bituminous pavement, asphaltic emulsion shall be applied at a rate from 0.05 to 0.10 gal. per square yard. The exact rate will be determined by the Engineer. The mixture, except for those with latex, shall be spread at a temperature of not less than 200' F and not more than 250' F. Mixtures with latex shall be spread at a temperature of not less than 225' F and not more than 275' F. Open graded asphalt concrete shall be placed only when the atmospheric temperature Is above 60' F and it shall be rolled only with a stool -tired, 2 -axle tandem roller weighing not more than 10 tons. ORANGE COUNTY ENVIRON A asssao m» 62 • ?w of hsbs obi SPECIAL PflO'VISIONS- ASPHALT CONCRETE W 1805 SK CT 5 or 5 • U CITY OF SAN JUAN CAPISTRANO STREET LIGHTING STANDARDS Revised 2/16/89 1. All items to be furnished and all work to be done shall conform to the current Standard Plans and Specifications of the State of California. and as most recently revised, and as shown hereon. 2. All conduit shall be minimum 2" PVC schedule 40 at 30" below finish grade. Install #9 THW COPPER wire. Use f/6 THW COPPER wire if three or more poles are on the same line. 3. Furnish and install a No. 3 1/2 concrete Pull Box at each pole. 4. Anchor bolts to be supported in place during pouring and setting of foundation. 5. Contractor to pull wire through conduit and leave 3' + slack wire inside SDG&E pull box and inside City pull box. 6. No alternatives may be used without the written consent of the City Engineer. 7. City Inspector to be notified prior to backfilling, pouring foundation, and at any other instance where inspection is required. S. Minimum radius bend for PVC conduit shall be 24". 9. Concrete foundation shall be a 5 sack mix, with a minimum 3,000 PSI strength at 28 days. 10. The components selected by the City for the Mission Bell luminaire shall be fabricated in such a manner that the lower door contains the entire optical assembly, and the ballast provides plugs for both pole and optical connections. PARTS LIST MANUFACTURER OR APPROVED EQUAL 1� Marbelite Pole w/mast PUMCO arm, 2" end knob plumbizer & anchor bolts PART NO. LA -7041B (W/70 Watt) 26': non - arterials LA -7041A (W/100 Watt) 301: arterials LA -7041A (W/200 Watt) 30': all intersections on arterials 2O Mission Bell Luminaire GENERAL ELECTRIC CO. 70 WATT - HPSV W/900 CUT OFF SIERRA LIGHTING CO. SHATTER RESISTANT LENS AND 120 VOLT HIGH POWER REACTOR BALLAST 100 WATT - HPSV W/900 CUT OFF SHATTER RESISTANT LENS AND 120 VOLT HIGH POWER REACTOR BALLAST 200 WATT - HPSV W/90o CUT OFF SHATTER RESISTANT LENS • • • Street Lighting Standards 2/16/89 Page 2 PARTS LIST MANUFACTURER OR APPROVED PART NO. EQUAL 3OConcrete Pull Box w/cover BROOKS No. 3 1/2 labeled "Street Lighting" QUICKSET (D Photo Electric Control AMERICAN ELECTRIC 8090 w/ twist lock plug (105 - FISHER -PIERCE 6690-B 285 volt) GENERAL ELECTRIC (402G300) OS Fuse: BUSSMANN FNMl0 10 AMP (Single Luminaire) FNM20 20 AMP (Double Luminaire) © Fuse Holder BUSSMANN HEB - AA (Waterproof) ESNA 64 - B4A - A6 O7 I.D. Tag (See City Engineer STEINY & CO. INC. for # to be stamped on tag) Dave White 7/8" Brass Embossing Tape 714/441-0255 Apply tape with "A Plus B Fast Epoxy Paste" Resin Chemicals Group Chatsworth, CA 800/376-7527 P r 1 U 0 MOUNTING NEIGNT PHOTO CELL ADAPTER 6=0" SN -2.37!" O.D. 1 9-7A"So. GAUL STEEL 12-V2"S0. ARM ASSEMBLY , I. D. Tag 2" ABOVE HAq NO. WE BO CONCRETE OLE 3 PULLBOX (TT/.ALL FOLp) WaTH COVER lAs[LEO STREET LIGHTING" lan& E.J PULL Box POUR CONCRETE FOUNDATION AGAINST COMPACTED SOIL OR ROCK BASE - A! SPECIFIED BY THE CITY INSPECTOR G" DIA.04 30. la -NO. G COPPER GROUND -we GROUND NUB WITH CLAMP 4D-ve. X G, COPFERWELD GROUND ROO V2"DIA SOLT CIRCLE B 15 (4) 1"OIA. X 34"X 4" GALV. ANCHOR RODS WITH (2) GALV.HEX NUTS PER ROD 12 1 12-26-89 Added I.D. Tag 1 CITY OR SAN JUAN CAMSTRANO, � qb 241 0 0 0 Y�kl �^ ELECTRIC SERVICE ANC c=� SERVICE GUIDE METERING EQUIPMENT 1993 COMMERCIAL METER PEDESTALS SERVICE 0-200 AMPS T_ Meter Height Requirements 48' min. exposed !o min. enclosed E'Y maximum 1 J_ J— - 41—W I MIN.`S FIGURE 1 ENCLOSED METER G. / ME �� ° ' U a W. �_o ° LJ a LJ 1--:_o i Clear and level — MIN MIN. working space FIGURE 2 ENCLOSED METER REAR FEED 2'+{ min 2" Concrete slob Grade Level FIGURE 3 PEDESTAL ON SLAB FIGURE 4 PEDESTAL ON FOUNDATION Bolt or anchor pedestal to concrete Bolt or anchor pedestal to concrete foundation: slab: Minimum 6thick extending Minimum 24' deep extending 3' from each 12' from all sides. side of pedestal. Leave top 2" above finished grade level. NOT Provide bonding to grounding electrode for all installations. All commercial Dedestals must have test by—posses (See page 612) and be rated for 42k A.I.C. (page 0061, rote 2). ® 1. Factory—installed test bypass devices. SDG&E will connect directly to the test %—pass devices or to landing lugs. If landing lugs are used, the customer is to wire from lug° to test by—pcsses. The neutral lug must be located in the line side wireway. 2. Line side wireway (pull section). Minimum dimensions 6' wide, 17" high, 4" deep (100 amps) 6' deep (200 amps) Pedestals serving both metered and unmetered locc e.g. traffic signals and street amps). must have landing lugs, with customer wire from 1 lugs to bypasses (metered load and rf om lugs to breokers (unmetered loads). See Daae 692.1 for additionol notes. I v Meter Height Requirements 46' min. exposed 36' min. enclosed 6'3' maximum Level 24' min Concrete Footing FIGURE 4 PEDESTAL ON FOUNDATION Bolt or anchor pedestal to concrete Bolt or anchor pedestal to concrete foundation: slab: Minimum 6thick extending Minimum 24' deep extending 3' from each 12' from all sides. side of pedestal. Leave top 2" above finished grade level. NOT Provide bonding to grounding electrode for all installations. All commercial Dedestals must have test by—posses (See page 612) and be rated for 42k A.I.C. (page 0061, rote 2). ® 1. Factory—installed test bypass devices. SDG&E will connect directly to the test %—pass devices or to landing lugs. If landing lugs are used, the customer is to wire from lug° to test by—pcsses. The neutral lug must be located in the line side wireway. 2. Line side wireway (pull section). Minimum dimensions 6' wide, 17" high, 4" deep (100 amps) 6' deep (200 amps) Pedestals serving both metered and unmetered locc e.g. traffic signals and street amps). must have landing lugs, with customer wire from 1 lugs to bypasses (metered load and rf om lugs to breokers (unmetered loads). See Daae 692.1 for additionol notes. U 0 692.1 —1-93 SERVICE 1993 ELECTRIC SERVICE AND GUIDE METERING EQUIPMENT COMMERCIAL METER PEDESTALS SERVICE C-200 AMPS (Cant'd) 3. Load side wireway. 4. Maximum conduit intrusion into pull section is 2". 5. 6" maximum from test bypass to cover. 6. Viewport (required) minimum 4" x 6 7. Meter enclosure must provide 10 inches minimum measured from the vertical centerline of the socket to any side obstruction; or the enclosure must be hinged so the front, top and sides swing bock to provide required working space. 8. Meter enclosure must allow 11 inches to a maximum of 12 inches from the face of the meter panel to the inside cover. Meter enclosure must also provide 8 inches measured from the horizontal centerline of the socket to any top or bottom obstruction. The clearance may be reduced to mechanical clearance if cover is top hinged and sides attached. 9. Removable, sealable pull section cover, or hinged lockable door. 10. Customer wire from test by—passes to meter socket. 11. The numeric portion of the address must be painted with weather resistant paint on the exterior face of the meter cover or front portion of the pedestal in numbers at least 1" high. 12. SDG&E will no longer supply 2W, 120 volt service or metering to pedestals. Single—phase service will be three—wire regardless of the voltage, i.e. 120/208, 120/240, or 480 volts. Please note that a three wire, single—phase service requires a miniffnm 2 -inch conduit ge- Q5foi ,condbit°_-requirement ; 13. Plastic pods are acceptable, provided the supporting pull box is filled with gravel or earth compacted to 90%. 14. Residential type pedestals are not acceptable for temporary construction power A commercial type pedestal with test by—passes, or a properly mounted safety socket can (see page 614.1 Figure 1) will be required. 15. ' Ohotoelectrk: cells are not permitted. in. the. utility'. area fpulhrseeUon/ meter ssc V94 1 g3 SERVICE GUIDE 1993 ELECTRIC SERVICE AND METERING EQUIPMENT GROUNDING AND BONDING CONNECTIONS FOR SERVICE AND METERING EQUIPMENT The following pages illustrate grounding and bonding methods for service equipment. Although SDG&E personnel will check the neutral bond and the ground connection for continuity and tightness, the type and number of grounding connections will be determined by the appropriate inspection authority. with the increasing use of plastic pipe for water systems, a cold water pipe is no longer a reliable ground. Ground rods and concrete encased electrodes are two commonly used methods of making the grounding connection. Requirements for "ufer' grounds (bare copper wire or rebar imbedded in the budding foundation) may vary between municipalities and should be verified with the appropriate inspection authority. The grounding electrode or grounding electrode conductor will not be permitted within the utility portion of the underground pull section or pull can. Grounding requirements for high voltage service are reauired to meet the Notional Electrical Code and be approved by the appropriate inspection authority. Electric bonding to or use of SDG&E gas service piping, gas risers or meter facilities for electric grounding is not permitted.