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Republic Electric; 2006-07-17; PWS06-28ENG
RECORDED REQUESTED BY CITY OF CARLSBAD AND WHEN RECORDED PLEASE MAIL TO: City Clerk City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 DOC# 2007-0380296 JUN 05.. 2007 3:40 PM OFFICIAL RECORDS SAN DIEGO COUNTY RECORDER'S OFFIPE GREGORY J. SMITH COUNTY RECORDER FEES: 000 PAGES: 1 Space above this line for Recorder's use. PARCEL NO: N/A NOTICE OF COMPLETION Notice is hereby given that: 1. 2. 3. 4. 5. 6. 7. 8. The undersigned is owner of the interest or estate stated below in the property hereinafter described. The full name of the undersigned is City of Carlsbad, a municipal corporation. The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California 92008. The nature of the title of the undersigned is: In fee. A work or improvement on the property hereinafter described was completed on May 9, 2007. The name of the contractor for such work or improvement is Republic Electric. The property on which said work or improvement was completed is in the City of Carlsbad, County of San Diego, State of California, and is described as follows: Street Lights Installation on Roosevelt Street, Project No. 3895. The street address of said property is in the City of Carlsbad. CITY OF CARLSBAD Robert Johnson, Jr. Acting City Engineer VERIFICATION OF CITY CLERK I, the undersigned, say: I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, California, 92008; the City Manager of said City on V^0" •2-'?- _ , 2Qe"| . accepted the above_ described work as completed and ordered that a Notice of Completion be filed. I declare under penalty of perjury that the foregoing is true and correct. Executed on "S'o-*--*- *+ 20 o~l . at Carlsbad, California. CITY Of CARLSB^ Word\Masters\Forms\Notice of Completion (City)3/9/98 CITY OF CARLSBAD ACCEPTANCE OF PUBLIC IMPROVEMENTS COMPLETION OF PUBLIC IMPROVEMENTS The contractor, Republic Electric has constructed the improvements required for CIP Project No. 3895, Street Lights Installation on Roosevelt Street and has requested that the City of Carlsbad accept the public improvements. City forces have inspected the public improvements and found them to be satisfactory. The public improvements consist of: IMPROVEMENTS VALUE Street Lights $66,100 PUBLIC WORKS DIRECTOR CERTIFICATION OF COMPLETION OF IMPROVEMENTS Glenn^tH'ri^Public'Works Director Date CITY MANAGER'S ACCEPTANCE OF PUBLIC IMPROVEMENTS The construction of the above described public improvements is deemed complete and hereby accepted. The City Clerk is hereby authorized to record the Notice of Completion and release the bonds in accordance with State Law and City Ordinances. The City of Carlsbad is hereby directed to commence maintaining the above described improvements. RAWIOMD R. PATCHETT, City Manager Date APPROVED AS TO FORM: RONALD R. BALL, City Attorney By:. .__Deputy City Attorn^ Word\Masters\Forms\Acceptance of Public Improvements (City) 3/9/98 Project: #3895/STREET LIGHT INSTALLATION ON ROOSEVELT STREET Change Order No. 1 CITY OF CARLSBAD PROJECT: #3895 /STREETLIGHT INSTALLATION ON ROOSEVELT STREET CONTRACT CHANGE ORDER NO.01 CONTRACT NO. 3895 ACCOUNT NO. 30070009060/389519066 CONTRACTOR: REPUBLIC ELECTRIC ADDRESS: 371 BEL MARINE KEYS BLVD, STE 200 NOVATO, CA 94949-5699 P.O. NO. P117396 Page 1 of 2 The Contractor is directed to make the following changes as described herein. Changes shall include all labor, materials, equipment, contract time extension, and all other goods and services required to implement this change. Payment stated on this change order includes all charges, direct or indirect, arising out of this additional work including charges for field overhead, extended home office overhead, delays, disruptions, cumulative impacts, loss of efficiency, extended equipment costs and overtime premium costs and is expressly agreed between the City and the Contractor to be the complete and final costs hereof. The requirements of the specifications, where pertinent and not in conflict with this change order, shall apply to these changes. This change order is not effective unless signed by the City Manager and/or the Mayor. Pursuant to subsection 3-2.3.3, Agreed prices, of the Standard Specification for Public Works Construction, (SSPWC), 2006 Edition, and the Provisions of this contract, perform the following: Item 1 : Provide and install all appurtenances required to revise locations and energize new street light poles W-1, W-2, W-3, W-4, W-6, W-7, W-8, E-1, E-2, E-4, E-5, and E-6 as marked in the field by City Staff for the lump sum price of $7,160.00. Increase to Contract Cost. ............................................................... $7, 160.00 Item 2 : Add thirty (30) working days to the contract time because of delays caused by others for the lump sum price of $0.00. Increase to Contract Cost. ..................................................................... $0.00 TOTAL INCREASE TO CONTRACT COST ....................................................... $7,160.00 / Project: #3895/STREET LIGHT INSTALLATION ON ROOSEVELT STREET Change Order No. 1 Page 2 of 2 TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE INCREASED BY 30 WORKING DAYS AS A RESULT OF THIS CHANGE ORDER. RECOMMENDED BY: ~~-~ 11/i,lo, CONSTRUCTION MANAGER (DATE) -~ CITY ENGINEE , FINANCE DIRECTOR DISTRUBUTION: / ,~ INSPECTION FILE (ORIGINAL) PURCHASING CONTRACTOR DEPUTY CITY ENGINEER, DESIGN APPROVED BY: (DATE) CITY OF CARLSBAD San Diego County California CONTRACT DOCUMENTS AND SUPPLEMENTAL PROVISIONS FOR STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 BID NO. PWS06-28ENG TABLE OF CONTENTS Item Page Notice Inviting Bids 1 Contractor's Proposal 9 Bid Security Form 15 Bidder's Bond To Accompany Proposal 16 Guide For Completing The "Designation Of Subcontractors" Form 18 Designation Of Subcontractor and Amount Of Subcontractor's Bid Items 20 Bidder's Statement Of Financial Responsibility 21 Bidder's Statement Of Technical Ability And Experience 22 Bidder's Certificate Of Insurance For General Liability, Employers' Liability, Automotive Liability And Workers' Compensation 23 Bidder's Statement Of Re Debarment 24 Bidder's Disclosure Of Discipline Record 25 Non-Collusion Affidavit To Be Executed By Bidder And Submitted With Bid 27 Contract Public Works 28 Labor And Materials Bond 34 Faithful Performance/Warranty Bond 36 Optional Escrow Agreement For Surety Deposits In Lieu Of Retention 38 Revised 10/08/03 Contract No. 3895 Page 2 of 117 Pages SUPPLEMENTAL PROVISIONS Parti General Provisions Section 1 Terms, Definitions Abbreviations And Symbols 1-1 Terms 41 1-2 Definitions 42 1-3 Abbreviations 42 Section 2 Scope And Control Of The Work 2-3 Subcontracts 43 2-4 Contract Bonds 43 2-5 Plans And Specifications 44 2-9 Surveying 45 2-10 Authority Of Board And Engineer 49 Section 3 Changes In Work 3-2 Changes Initiated by the Agency 50 3-3 Extra Work 50 3-4 Changed Conditions 50 3-5 Disputed Work 51 Section 4 Control Of Materials 4-1 Materials And Workmanship 54 4-2 Materials Transportation, Handling and Storage 55 Section 5 Utilities 5-1 Location 55 5-4 Relocation 55 5-6 Cooperation 56 Section 6 Prosecution, Progress And Acceptance Of The Work 6-1 Construction Schedule And Commencement Of Work 56 6-2 Prosecution Of Work 58 6-6 Delays And Extensions Of Time 59 6-7 Time of Completion 59 6-8 Completion And Acceptance 59 6-9 Liquidated Damages 60 Section 7 Responsibilities Of The Contractor 7-3 Liability Insurance 60 7-4 Workers' Compensation Insurance 60 7-5 Permits 60 7-7 Cooperation and Collateral Work 60 7-8 Project Site Maintenance 61 7-10 Public Convenience And Safety 61 7-13 Laws To Be Observed 65 Section 9 Measurement and Payment 9-1 Measurement Of Quantities For Unit Price Work 65 9-3 Payment 65 Revised 10/08/03 Contract No. 3895 Page 3 of 117 Pages PART 2 Construction Materials Section 200 Rock Materials 200-2 Untreated Base Materials 67 Section 201 Concrete, Mortar And Related Materials 201-1 Portland Cement Concrete 68 Section 203 Bituminous Materials 203-1 Paving Asphalt 71 203-6 Asphalt Concrete 73 Section 206 Miscellaneous Metal Items 206-7 Traffic Signs 75 Section 209 Signals, Lighting And Electrical Systems 209-1 General 76 209-2 Materials And Installation 81 209-3 Lighting 105 209-4 Payment 109 Section 210 Paint And Protective Coatings 210-1 Paint 109 210-3 Galvanizing 109 Section 213 Engineering Fabrics 213-3 Erosion Control Specialties 110 PART 3 Construction Methods Section 300 Earthwork 300-1 Clearing And Grubbing 111 300-9 Geotextiles For Erosion Control And Water Pollution Control 111 Section 302 Roadway Surfacing 302-11 Asphalt Pavement Repairs And Remediation 112 Section 306 Underground Conduit Construction 306-1 Open Trench Operations 113 306-5 Abandonment Of Conduits And Structures 116 Section 307 Street Lighting And Traffic Signals 307-3 Street Lighting Construction 116 Revised 10/08/03 Contract No. 3895 Page 4 of 117 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS Until 2:00 p.m. on June 6, 2006, the City shall accept sealed bids, clearly marked as such, at the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail, delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be opened and read, for performing the work as follows: Installation of street lights and accompanying appurtenances on Roosevelt Street. STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 BID NO. PWS06-28ENG This bid and the terms of the Contract Documents and Supplemental Provisions constitute an irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional time as may be mutually agreed upon by the City of Carlsbad and the Bidder. The work shall be performed in strict conformity with the plans and specifications as approved by the City Council of the City of Carlsbad on file with the Engineering Department. The specifications for the work include the Standard Specifications for Public Works Construction. 2006 Edition, and supplements thereto, all hereinafter designated "SSPWC" as issued by the Southern California Chapter of the American Public Works Association and as amended by the supplemental provisions sections of this contract. Reference is hereby made to the plans and specifications for full particulars and description of the work. The City of Carlsbad encourages the participation of minority and women-owned businesses. The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to utilize recycled and recyclable materials when available, appropriate and approved by the Engineer. The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the State of California as an irresponsible bidder. No bid will be received unless it is made on a proposal form furnished by the Purchasing Department. Each bid must be accompanied by security in a form and amount required by law. The bidder's security of the second and third next lowest responsive bidders may be withheld until the Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for any obligation required by this notice or for any monies withheld by the City to ensure performance under this Contract. Section 10263 of the Public Contract Code requires monies or securities to be deposited with the City or a state or federally chartered bank in California as the escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000 per contract. Revised 10/08/03 Contract No. 3895 Page 5 of 117 Pages The documents which comprise the Bidder's proposal and that must be completed and properly executed including notarization where indicated are: 1. Contractor's Proposal 8. Acknowledgement of Addendum(a) 2. Bidder's Bond 9. Certificate of Insurance. The riders covering the 3. Non-Collusion Affidavit City, its officials, employees and volunteers may 4. Designation of Subcontractors be omitted at the time of bid submittal but shall and Amount of Subcontractor Bid be provided by the Bidder prior to award of this 5. Designation of Owner Operator/Lessors & contract. Amount of Owner Operator/Lessor Work 10. Bidder' s Statement Re Debarment 6. Bidder's Statement of Financial Responsibility 11. Bidder's Disclosure Of Discipline Record 7. Bidder's Statement of Technical Ability and Escrow Agreement for Security Deposits -(optional, Experience must be completed if the Bidder wishes to use the Escrow Agreement for Security) All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is $134,000. Except as provided herein, a bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. Where federal funds are involved the contractor shall be properly licensed at the time the contract is awarded. In all other cases the contractor shall state their license number, expiration date and classification in the proposal, under penalty of perjury. This invitation to bid does not involve federal funds. The following classifications are acceptable for this contract: A, C10. If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of the usual 10% retention from each payment, these documents must be completed and submitted with the signed contract. The escrow agreement may not be substituted at a later date. Sets of plans, supplemental provisions, and Contract documents may be obtained at the Cashier's Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-7314, for a non-refundable fee of $15.00 per set. If plans and specifications are to be mailed, the cost for postage should be added. Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings, specifications or other contract documents, or finds discrepancies in or omissions from the drawings and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer, a copy of which will be mailed or delivered to each person receiving a set of the contract documents. No oral response will be made to such inquiry. Prior to the award of the contract, no addition to, modification of or interpretation of any provision in the contract documents will be given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder may rely on directions given by any agent, employee or contractor of the City of Carlsbad except as hereinbefore specified. The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. Revised 10/08/03 Contract No. 3895 Page 6 of 117 Pages The general prevailing rate of wages for each craft or type of worker needed to execute the Contract shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers employed by him or her in the execution of the Contract. The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5 of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the purposes of section 4107 and 4107.5. The provisions of Part 7, Chapter 1, of the Labor Code commencing with section 1720 shall apply to the Contract for work. A pre-bid meeting and tour of the project site will not be held. All bids are to be computed on the basis of the given estimated quantities of work, as indicated in this proposal, times the unit price as submitted by the bidder. In case of a discrepancy between words and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected extension shall be calculated and the bids will be computed as indicated above and compared on the basis of the corrected totals. All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or written in with ink and must be initialed in ink by a person authorized to sign for the Contractor. Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid. The Contractor shall provide bonds to secure faithful performance and warranty of the work in an amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to: 1) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000). 2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million dollars ($10,000,000). 3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract exceeds ten million dollars ($10,000,000). These bonds shall be kept in full force and effect during the course of this project, and shall extend in full force and effect and be retained by the City until they are released as stated in the Supplemental Provisions section of this contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be accompanied by the following documents: 1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the City may require copies of the insurer's most recent annual statement and quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of the insurer's receipt of a request to submit the statements. Revised 10/08/03 Contract No. 3895 Page 7 of 117 Pages Insurance is to be placed with insurers that: 1) Have a rating in the most recent Best's Key Rating Guide of at least A-:V 2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner. Auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated above for all insurance companies. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner. Workers' compensation insurance required under this contract must be offered by a company meeting the above standards with the exception that the Best's rating condition is waived. The City does accept policies issued by the State Compensation Fund meeting the requirement for workers' compensation insurance. The Contractor shall be required to maintain insurance as specified in the Contract. Any additional cost of said insurance shall be included in the bid price. The award of the contract by the City Council is contingent upon the Contractor submitting the required bonds and insurance, as described in the contract, within twenty days of bid opening. If the Contractor fails to comply with these requirements, the City may award the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The prime contractor and all subcontractors are required to have and maintain a valid City of Carlsbad Business License for the duration of the contract. Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2006-089, adopted on the 11th day of April, 2006. April 14. 2006 Date Publish date: April 20, 2006 Revised 10/08/03 Contract No. 3895 Page 8 of 117 Pages CITY OF CARLSBAD STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 CONTRACTOR'S PROPOSAL City Council City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, California 92008 The undersigned declares he/she has carefully examined the location of the work, read the Notice Inviting Bids, examined the Plans, Specifications, Supplemental Provisions and addenda thereto, and hereby proposes to furnish all labor, materials, equipment, transportation, and services required to do all the work to complete Contract No. 3895 in accordance with the Plans, Specifications, Supplemental Provisions and addenda thereto and that he/she will take in full payment therefor the following unit prices for each item complete, to wit: Item No. Description 1 W-1 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Approximate Quantity and Unit LS Unit Price Total Dollars (Lump Sum) W-2 street light with two (2) pull boxes and necessary conduit, siring, and other appurtenances complete in place and operating at Dollars (Lump Sum) W-3 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at $ LS $s LS Dollars (Lump Sum) Revised 10/08/03 Contract No. 3895 Page 9 of 117 Pages Item No. Description 8 W-4 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) Approximate Quantity and Unit LS Unit Price Dollars (Lump Sum) W-5 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) W-6 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) W-7 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) W-8 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) E-1 street light with two (2) pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at LS $$ LS $$ LS $$ LS LS $ Revised 1 0/08/03 Contract No. 3895 Page 1 0 of 1 1 7 Pages Approximate Item Quantity Unit No. Description and Unit Price Total 10 E-2 street light with two (2) LS $ 7oU<-> $. pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) E-3 street light with two (2) LS $ j/^/O $_ pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) 12 E-4 street light with two (2) LS pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) 13 E-6 street light with two (2) LS $ V e£./<J $_ pull boxes and necessary conduit, wiring, and other appurtenances complete in place and operating at Dollars (Lump Sum) Total amount of bid in words: Total amount of bid in numbers: $ -C? // / 3£s • Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). ^^^ has/have been , proposal. O* Revised 10/08/03 Contract No. 3895 Page 11 of 117 Pages The Undersigned has carefully checked all of the above figures and understands that the City will not be responsible for any error or omission on the part of the Undersigned in preparing this bid. The Undersigned agrees that in case of default in executing the required Contract with necessary bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, the City may administratively authorize award of the contract to the second or third lowest bidder and the bid security of the lowest bidder may be forfeited. The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do business or act in the capacity of a contractor within the State of California, validly licensed under license number ((•A^[^{' _ , classification A.CtQ>C3l _ which expires on , and that this statement is true and correct and has the legal effect of an affidavit. A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the Business and Professions Code shall be considered nonresponsive and shall be rejected by the City § 7028. 15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated by the failure of the bidder to be licensed in accordance with California law. However, at the time the contract is awarded, the contractor shall be properly licensed. Public Contract Code § 20104. The Undersigned bidder hereby represents as follows: 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted him/her to enter into this Contract, excepting only those contained in this form of Contract and the papers made a part hereof by its terms; and 2. That this bid is made without connection with any person, firm, or corporation making a bid for the same work, and is in all respects fair and without collusion or fraud. Accompanying this proposal is |0/<> Qlu CflCw _ (Cash, Certified Check, Bond or Cashier's Check) for ten percent (10%) of the amount bid. The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and agrees to comply with such provisions before commencing the performance of the work of this Contract and continue to comply until the contract is complete. The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1 , Article 2, relative to the general prevailing rate of wages for each craft or type of worker needed to execute the Contract and agrees to comply with its provisions. Revised 10/08/03 Contract No. 3895 Page 12 of 117 Pages License Detail California Home Wednesday License Detail Contractor License # 647154 CALIFORNIA CONTRACTORS STATE LICENSE BOARD DISCLAIMER A license status check provides information taken from the CSLB license data base. Before relying on this information, you should be aware of the following limitations: . CSLB complaint disclosure is restricted by law (B&P 7124.6). If this entity is subject to public complaint disclosure, a link for complaint disclosure will appear below. Click on the link or button to obtain complaint and/or legal action information. • Per B&P 7071.17. only construction related civil judgments reported to the CSLB are disclosed. . Arbitrations are not listed unless the contractor fails to comply with the terms of the arbitration. • Due to workload, there may be relevant information that has not yet been entered onto the Board's license data base. Extract Date: 06/07/2006 * * * Business Information * * * REPUBLIC ELECTRIC 371 BEL MARIN KEYS BLVD #200 NOVATO, CA 94949 Business Phone Number: (415) 884-3000 Entity: Corporation Issue Date: 06/09/1992 Expire Date: 06/30/2008 * * * License Status * * * This license is current and active. All information below should be reviewed. * * * Classifications * * * Class (Description A (C31 _ Ei^^ ZONE TRAFFIC CONTROL i * * * Bonding Information * * * CONTRACTOR'S BOND: This license filed Contractor's Bond number 33392 in the amount of $10,000 with the bonding company AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 01/01/2004 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL(I): The Responsible Managing Officer (RMO) WADE LLOYD WHITE certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 03/17/2004 BOND OF QUALIFYING INDIVIDUAL^): This license filed Bond of Qualifying Individual number 216826 for MARTIN JOHN EICHMANN in the amount of $7,500 with the bonding company http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 06/07/2006 License Detail Page 2 of 2 AMERICAN CONTRACTORS INDEMNITY COMPANY. Effective Date: 12/20/2004 BOND OF QUALIFYING INDIVIDUAL^): The Responsible Managing Officer (RMO) JEFFREY LYNN ASCH certified that he/she owns 10 percent or more of the voting stock/equity of the corporation. A bond of qualifying individual is not required. Effective Date: 11/15/2005 BQI's Bonding History * * * Workers Compensation Information * * * This license has workers compensation insurance with the VIRGINIA SURETY COMPANY. INC. Policy Number: 1CW50207600 Effective Date: 10/01/2005 Expire Date: 10/01/2006 Workers Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses. Personnel List Other Licenses License Number Contractor Name Personnel Name Request Request Request Salesperson RMUes. © 2006 State of California. Conditions of Use Privacy Policy http://www2.cslb.ca.gov/CSLB_LIBRARY/License+Detail.asp 06/07/2006 IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE: (1) Name under which business is conducted (2) Signature (given and surname) of proprietor (3) Place of Business City and State (4) Zip Code Telephone No. (5) E-Mail (Street and Number) IF A PARTNERSHIP. SIGN HERE: (1) Name under which business is conducted. (2) Signature (given and surname and character of partner) (Note: Signature must be made by a general partner) (3) Place of Business. City and State (4) Zip Code (5) E-Mail (Street and Number) . Telephone No. Revised 10/08/03 Contract No. 3895 Page 13 of 117 Pages IF A CORPORATION. SIGN HERE: (1) Name under which business is conducted (2). (Signature) MP. (Title) Impress Corporate Seal here (3) Incorporated under the laws of the State of (4) Place of Business 33l fel Md/i . \ ~77 /\rv City and State Owftfoi C£" (5) Zip Code ^A^^\ Telephone No. (Street ar Number) NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED List below names of president, vice president, secretary and assistant secretary, if a corporation; if a partnership, list names of all general partners, and managing partners: L. Whfle- I. A^h- L - F Ta A. Revised 1 0/08/03 Contract No. 3895 Page 1 4 of 11 7 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On 6/1/20Q6 Marin personally Date appeared ss. before me,Natricia Comoanev. Notary Public Name and Title of Officer (e.g., "Jane Doe, Notary Public") Jeffrey L Asch Name(s) of Signer(s) H personally known to me D 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. fficial seal. Place Notary Seal Above OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Signature Acknowledgment Document Date:.06/06/06 . Number of Pages: *Twentyfive* Signer(s) Other Than Named Above:N/A Capacity(ies) Claimed by Signer(s) Signer's Name: Jeffrey L Asch Dxlndividual a Corporate Officer - Title(s): v-p- Secretary/Tre; D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing: Republic El sctric RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer's Name: D Individual Corporate Officer — Title(s): D Partner — D Limited D General D Attorney in Fact D Trustee n Guardian or Conservator D Other: _ Signer Is Representing: _ RIGHT THUMBPRINT OF SIGNER Top of thumb here © 2004 National Notary Association-9350 De SotoAve., P.O. Box 2402 • Chatsworth, CA 91313-2402 Item No. 5907 Reorder: Call Toll-Free 1-800-876-6827 BID SECURITY FORM (Check to Accompany Bid) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 (NOTE: The following form shall be used if check accompanies bid.)*^j *^ Accompanying this proposal is a *Q»rtrffe5* *Gasfiiers check payable to the order of CITY OF CARLSBAD, in the sum of _ _ dollars ($ _ ), this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of the City provided this proposal shall be accepted by the City through action of its legally constituted contracting authorities and the undersigned shall fail to execute a contract and furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of this check shall also become the property of the City if the undersigned shall withdraw his or her bid within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise required by law, and notwithstanding the award of the contract to another bidder. BIDDER Delete the inapplicable word. (NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.) Revised 10/08/03 Contract No. 3895 Page 15 of 117 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 KNOW ALL PERSONS BY THESE PRESENTS: HARTFORD FIRE That we, REPUBLIC FT.BHTRTn, INC. as Principal, and INSURANCE COMPANY , as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount as follows: (must be at least ten percent (10%) of the bid amountilEN PERCENT (10^) OF THE AMIM1 *for which payment, well and truly made, we bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents. * BID THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that tf the proposal of the above- bounden Principal for STREETLIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 in the City of Carisbad, is accepted by the City Council, and if the Principal shall duly enter into and execute a Contract including required bonds and insurance policies within twenty (20) days from the date of award of Contract by the City Council of the City of Carlsbad, being duly notified of said award, then this obligation shall become null and void; otherwise, it shall be and remain in full force and effect, and the amount specified herein shall be forfeited to the said City. Revised 10/08/03 Contract No. 3895 Paqe 16 of 117 Paaes In the event Principal executed this bond as an individual, it is agreed that the death of Principal shall not exonerate the Surety from its obligations under this bond. Executed by PRINCIPAL this 6TH day of.JUNE .,20.06 PRINCIPAL: RRPTTRr.Tf! (Title and Organization of Signatory) By: . (sign here) (print name here) (title and organization of signatory) Executed by SURETY this 6TE day of JUNE ^ . 20_06_. SURETY: HARTFORD FIRE INSURANCE COMPANY (name of Surety) 33 NEW MONTGOMERY STREET RAN FRANCISCO. CA qdlOS (address of Surety) (415) 836-4858 (telephone number of Surety) Bv: IKAj i^J~mZu-,. s^-" (signature of Attomey-in-Fact) KELLY HOLTEMANN (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) (Proper notarial acknowledgment of execution by PRINCIPAL and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL City Attorney T-feputy City Attorney Revised 10/08/03 Contract No. 3895 Page 17 of 117 Pages ACKNOWLEDGMENT State of California County of SONOMA On JUNE 6, 2006 before me, personally appeared J. DeLUCA. NOTARY PUBLIC (here insert name and title of the officer) KELLY HOLIMAM, ATTORNEY-IN-FACT personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s-) is/af=e subscribed to the within instrument and acknowledged to me that-he/she/they executed the same in We/her/tbeif authorized capacityfies-), and that by fcte/her/tfceif signature(s) on the instrument the person(«), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature^ J. D£ LUCA I COMM. #1521691 2 NOTARY PUBLIC-CALIFORNIA O SONOMA COUNTY -1 My Cofnrn. Expires Oct. 24,2008 f (Seal) POWER OF ATTORNEY r\NOW ALL PERSONS BY THESE PRESENTS THAT: Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Agency Code: 57-111140 | X | Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut | X | Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana | X | Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut | | Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut | | Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana I | Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois | | Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana | | Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Lawrence J. Coyne, Goran G. E. Ryn, Kelly Holtemann, Joan DeLuca of Petaluma, CA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by E3, snd to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. -fcJ ft. Paul A. Bergenholtz, Assistant Secretary David T. Akers, Assistant Vice President STATE OF CONNECTICUT ^ V ss. Hartford COUNTY OF HARTFORD On this 4th day of August, 2004, before me personally came David T. Akers, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. Scott E. Paseka Notary Public My Commission Expires October 31,2007CERTIFICATE I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of JUNE 6, 2006 Signed and sealed at the City of Hartford. Gary W. Stumper, Assistant Vice President CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On 6/1/2006 Marin personally Date appeared ss. before me,Natricia Companey, Notary Public Name and Title of Officer {e.g., "Jane Doe, Notary Public") Jeffrey L Asch Name(s) of Signer(s) NWIHCIA COMPANEY Commhrion * 1621464 Notoy Pubic-CoWomta Morin County My Comm. Expires Nov 14.2009 Place Notary Seal Above H personally known to me D 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. Wl SS my-hand and official seal. Signature of Notary P1 OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document:. Document Date: Bid 06/06/06 . Number of Pages: *Twentyfive* Signer(s) Other Than Named Above:N/A Capacity(ies) Claimed by Signer(s) Signer's Name: Jeffrey L Asch D/lndividual a Corporate Officer - Title(s): v-p- Secretary/Tret D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer Is Representing: Republic Elsctric Signer's Name: D Individual sfflefcorporate Officer — Title(s): D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here © 2004 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Item No. 5907 Reorder: Call Toll-Free 1 -800-876-6827 r Republic F WtllV MINUTES OF A MEETING OF£JSXini TRE BOARD OF DIRECTORS CA L '54 OF REPUBLIC ELECTRIC (The Company) A meeting of the Board of Directors of the Company was held at the principal office of the Company on February 22,2006. All of the Directors of the Company were present, excepting Wade L. White who participated via teleconference. Wade L. White acted as Chairman of the meeting and Jeffrey L. Asch acted as Secretary of the meeting. The Chairman announced that the purpose of the meeting was to appoint officers of the Company, and to authorize its officers to execute bonds, contracts, bids, legal, and other documents necessary for the Company to transact its business. After full and complete discussion, the following recitals and resolutions were adopted: WHEREAS, it is the intention of the Board of Directors to appoint officers of the Company to manage the daily operations of the Company; WHEREAS, it is the intention of the Board of Directors to authorize the officers of the Company to execute bonds, contracts, bids, legal, and other documents necessary for the Company to transact its business. NOW, THEREFORE, BE IT RESOLVED, that the following be appointed as officers of the Company: Wade L. White as President, Dennis L. Walther as Vice President, Jeffrey L. Asch as Vice President & Chief Financial Officer, and James A. Wagner as Vice President. NOW, THEREFORE, FURTHER BE IT RESOLVED, that the following officers be duly authorized to legally bind the Company through the execution of bonds, contracts, bids, legal, and other documents as may become necessary from time to time in order for the Company to transact its business: Wade L. White as President, Dennis L. Walther as Vice President, Jeffrey L. Asch as Vice President & Chief Financial Officer, and James A. Wagner as Vice President. There being no further business to conduct, the meeting was adjourned. (415) 884-3000 • Fax (415) 884-4800 • 371 Bel Marin Keys Blvd., Suite 200 • Novato, CA 94949-5699 BOSTON • DALLAS • Los ANGELES • SACRAMENTO • SAN DIEGO • SAN FRANCISCO Company Profile Page 1 of 2 * Company Profile HARTFORD FIRE INSURANCE COMPANY 55 FARMINGTON AVENUE, SUITE 100 HARTFORD, CT 06105-3725 800-243-5860 Agent for Service of Process LORI CASTANEDA, 2730 GATEWAY OAKS DR SUITE 100 SACRAMENTO, CA 95833 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 19682 NAIC Group #: 0091 California Company ID #: 0085-1 Date authorized in California: January 07,1870 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: CONNECTICUT Lines of Insurance Authorized to Transact The company is authorized to transact business within these lines of insurance. For an explanation of any of these terms, please refer to the gloss _ AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT DISABILITY FIRE LEGAL INSURANCE LIABILITY MARINE MISCELLANEOUS PLATE GLASS SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information Company Enforcement Action Documents Company Performance & Comparison Data Composite Complaint Studies http://cdinswww.insurance.ca.gov/pls/wu_co_lines/idb_coj)rof_utl.get_co... 06/07/2006 Company Profile Page 2 of 2 Want More? Help Me Find a Company Representative in My Area Financial Rating Organizations Last Revised - May 30, 2006 11:13 AM Copyright © California Department of Insurance http://cdinswww.insurance.ca.gov/pls/wu_co_lines/idb_co_prof_utl.get_co... 06/07/2006 GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTORS" FORM REFERENCES Prior to preparation of the following Subcontractor disclosure form Bidders are urged to review the definitions in section 1-2 of the SSPWC ("Greenbook") and in the Supplemental Provisions to this Contract, especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer", "Subcontractor" and "Work" and the definitions in section 1-2 of the Supplemental Provisions especially "Own Organization." Bidders are further urged to review sections 2-3 SUBCONTRACTS of the Greenbook and section 2-3.1 of these Supplemental Provisions. CAUTIONS This form will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or otherwise to be preformed by forces other than the Bidder's own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor whom the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor licensed as a contractor by the State of California whom the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or, in the case of bids or offers for the construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. The Designation of Subcontractors form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non- responsive. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor or the Subcontractor as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor- installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor installing said item. When a Subcontractor has a Carlsbad business license, the number must be entered on the proper form. If the Subcontractor does not have a valid business license, enter "NONE" in the appropriate space. When the Bidder proposes using a Subcontractor to construct or install less than 100 percent of a bid item, the Bidder shall attach an explanation sheet to the Designation of Subcontractor form. The explanation sheet shall clearly apprise the City of the specific facts that show the Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces. Determination of the subcontract amounts for purposes of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and the Supplemental Provisions. The decision of the City Council shall be final. Revised 10/08/03 Contract No. 3895 Page 18 of 117 Pages Contractor is prohibited from performing any work on this project with a subcontractor who is ineligible to perform work on a public works project pursuant to Labor Code Sections 1771.1 or 1777.7. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. Revised 10/08/03 Contract No. 3895 Page 19 of 117 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in this list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contract Code, "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid, or in the case of bids or offers for construction of streets and highways, including bridges, in excess of one-half of one percent (0.5%) or ten thousand dollars ($10,000), whichever is greater, and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. SUBCONTRACTOR'S BID ITEMS Portion of Work* \ \ V \ \X \\ X \ \\ Subcontractor Name and Location of Business \ ^v \ V\ \^\ \\ \ ^ \ r / \ /J /y/ // /// Amount of Work by Subcontractor In Dollars* Subcontractor's License No.* Page of pages of this Subcontractor Designation form * Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the information preceded by an asterisk may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." Revised 10/08/03 Contract No. 3895 Page 20 of 117 Pages BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY (To Accompany Proposal) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 Copies of the latest Annual Report, audited financial statements or Balance Sheets may be submitted under separate cover marked CONFIDENTIAL. flonfefcnti^P f)Vvarnd tepsrir. Revised 10/08/03 Contract No. 3895 Page 21 of 117 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references, with telephone numbers, which will enable the City to judge his/her responsibility, experience and skill. An attachment can be used. Date Contract Completed Name and Address of the Employer Name and Phone No. of Person to Contract Type of Work Amount of Contract -434- Revised 10/08/03 Contract No. 3895 Page 22 of 117 Pages BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1) Certificates of insurance showing conformance with the requirements herein for each of: Comprehensive General Liability Automobile Liability Workers Compensation Employer's Liability 2) Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer's Liability in conformance with the requirements herein and Certificates of insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: 1) Meet the conditions stated in The Notice Inviting Bids, the Standard Specifications for Public Works Construction and the Supplemental Provisions for this project for each insurance company that the Contractor proposes. 2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner. Revised 10/08/03 Contract No. 3895 Page 23 of 117 Pages U f /Ub/klUUb l^:Uf t-f,H rUf tti'J t \Z3 USl i D SU f 3 HCe-h1 6 I 3iU ma IglUUii/UUf Cllanttf: 19061 REPUBELE ACORD, CERTIFICATE OF LIABI PRODUCER US| Northern California 0 Corporate Circle. #201 P.O. Box 4409 Petaluma, CA 94955-4409 INSURED Republic Electric 371 Bel Marin Keys Blvd #200 Novalo, CA 94949-5699 LITY INSURANCE SSST"1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: St Paul Travelers INSURERS. Virginia Surety Company, Inc. INSURER C: INSURER D: INSURER E: NAIC0 25674 40827 COVERAGES THE POLICIES OP INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING MAY PERTAIN. THE INSURANCE AF FORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSK LTH A A B N5RE TYPE OF INSURANCE GENERAL UABIUTY X COMMERCIAL GENERAL LIABILITY 1 CLAIMS MADE | X| OCCUR X Contr Llab X OCP/XCU GEN-L AGGREGATE LIMIT APPLIES PER:n POUCY [KISS r~Uoc AUTOMOBILE LIABILITY X ANY AUTO AU OWNED AUTOS SCHEDULED AUTOS X HIRED AUTOS X NON-OWNED AUTOS GARAGE UABIUTY ANY AUTO EXCESS/UMBRELLA UABIUTY I OCCUR | | CLAIMS MADE DEDUCTIBLE RETENTION I WORKERS COMPENSATION AND EMPLOYERS' UABIUTY ANY PROPRI6TOWPARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED'' If yes, describe under SPECIAL PROVISIONS below OTHER POLICY NUMBER DTEC0737X1065TIL DT81 0737X1 065TIL Note: This Certifica issued. Should you I call us at (707)763 4321 Ths 1CW50207600 POLICY EFFECTIVEDATE (MIWDD/YYl 04/21/06 04/21/06 te REPLACES a Certificate previ< lave questions, p ink you. 10/01/05 POLICT EXPIRATIONDATE (MM/DD/YYI 04/21/07 04/21/07 ad lease 10/01/06 LIMITS EACH OCCURRENCE DAMAGE TO RiNTEDPREMISES fEB occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL A(WRE(JAT6 PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea scadenl) BODILY INJURY (Per person) BODILY INJURY PROPERTY DAMAGE(Per accident) AUTO ONLY - EA ACCIDENT OTHER THANAUTO ONLY: EAACC AGG EACH OCCURRENCE AGGREGATE X I WCSTATU-I TORY, LMTS OTH-ER E.L, EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE -POLICY LIMIT $1.000.000 $500.000 510.000 s1 ,000,000 S2.000.000 12,000,000 51,000,000 t • s ( t I s s s s s 11,000,000 $1.000.000 d. 000,000 Cancellation: Except for 10-day notice for nonpayment of premium. RE: Contract No. 3695 - Street Light Installation on Roosevelt Street The City of Carlsbad, Its officials, employees and volunteers are named as Additional Insureds per the attached GL and Auto endorsements. Waiver of Subrogation applies to GL, Auto and WC. CERTIFICATE HOLDER CANCELLATION City of Carlsbad 1fi3fiFnrnrlny AvHmifl Carlsbad, CA 92008 SHOULD ANY OF THE ABOVE DESCRIBE DATE THEREOF, THE ISSUING INSURER D POLICIES BE CANCELLED 6( W|LL JUMMWMr NOTICE TV THE CERTIFIfiiMi ffiFhKn Nnmitr i r i -t r— i unim •KnsKpmnraauc f* A i^5p3^TA<^v ^AU/ TORE THE EXPIRATION lfl_ BAYS WRITTEN KUflfiMMMHtttl SMBdaeuQuuxxx uH| —v/v^ ACORD 25 (2001/09) 1 of 2 0S82965/M80392 S9QdM\ @ ACORD CORPORATION 1988 it:ua I-HK tut tbd n<do usi insurance-reiaiuma IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S (2001/06) 2 of 2 #S82965/M60392 ru <insurance-retaiuma IjSJ COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY BLANKET ADDITIONAL INSURED (CONTRACTORS OPERATIONS) This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART COMMERCIAL GENERAL LIABILITY- CONTRACTORS COVERAGE PART 1. WHO IS AN INSURED - (Section II) is amended to include any peison or organization you are re- quired to include as an additional insured on this policy by a written contract or written agreement in effect during this policy period and signed and execuled by you prior to the loss for which cover- age is sought. The person or organization does not qualify as an additional insured with respect to the independent acts or omissions of such person or organization. The person or organization is only an additional insured with respect to liability caused by "your work" for that additional insured. 2. The insurance provided 1o the additional insured is limited as follows: a) In the event lhat the limits of liability stated in the policy exceed the limits of liability required by a written contract or written agreement in effect during this policy period and signed and executed by you prior to the loss for which coverage is sought, this endorsement shall be limited to the limits of liability required by such contract or agreement. This endorsement shall no! increase the limits stated in Section (II.- LIMITS OF INSURANCE. b) The insurance provided to the additional in- sured does not apply to "bodily injury", "prop- erty damage", "personal injury" or "advertising injury" arising out of an architect's, engineer's or surveyor's rendering of or failure to render any professional services including: I. The preparing, approving or failing to prepare or approve maps, shop drawings, opinions, reports, surveys, field orders, change orders, or drawings and specifi- cations; and II. Supervisory or inspection activities per- formed as part of any related architectural or engineering activities. cj This insurance does not apply to "bodily in- jury" or "property damage" caused by "your work" included in the "products-completed operations hazard". 3. Subpart (1)(a) of the Pollution exclusion under Paragraph 2.. Exclusions of Bodily Injury and Property Damage Liability Coverage (Section I - Coverages) does not apply to you if the "bodily injury" or "property damage" arises out of "your work" performed on premises which are owned or rented by the additional insured at the time "your work" is performed, 4. Any coverage provided by this endorsement to an additional insured shall be excess over any other valid and collectible insurance available to the additional insured whether primary, excess, con- tingent or on any other basis unless a written contract or written agreement in effect during this policy period and signed and executed by you prior to the loss for which coverage is sought specifically requires that this insurance apply on a primary or non-Contributory basis. When this in- surance is primary and there is other insurance available to the additional insured from any source, we will share with that other insurance by the method described in the policy. 5. As a condition of coverage, each additional insured must: a.) Give us prompt written notice of any "occur- rence" or offense which may result in a claim and prompt written notice of "suit". b.) Immediately forward all legal papers to us, cooperate in the defense of any actions, and otherwise comply with policy conditions. c.) Tender the defense and indemnity of any claim or "suit" to any other insurer which also insures against a loss we cover under this endorsement. This includes, but is not limited to, any insurer which has issued a policy of insurance in which the additional insured qualifies as an insured. For purposes of this requirement, the term "insures against" refers CG D2 48 10 02 Copyright, The Travelers Indemnity Company, 2002 Page 1 of 2 012)39 insurance-reiaiu.a COMMERCIAL GENERAL LIABILITY to any self-insurance and to any insurer which with a defense and/or indemnity under that issued a policy of insurance that may provide policy of insurance. coverage for the loss, regardless of whether d , Agree to make avai|ab|e any other insurance the additional insured has actually requested tha( the additional insured has for a loss we that the insurer provide the additional insured cover under tnis endorsement. Page 2 of 2 Copyright, The Travelers Indemnity Company, 2002 CG 02 48 10 02 14 : u a f U f <bd I insurance-reiaiuma UU ( Republic Electric Policy No: DTE-CO-737X1065-TIL-06 Commercial Auto THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM MOTOR CARRIER COVERAGE FORM TRUCKERS COVERAGE FORM Paragraph c. of the WHO IS AN INSURED provision Includes the person or organization indicated below, bul only for his. her or its liability because of acts or omissions of an "insured" under paragraphs a. or b. of that provision, subject to the following additional pro- visions: Person or Organization ANY PERSON OR ORGANIZATION WHOM YOU HAVE AGREED IN A WRITTEN CONTRACT, . 1. No liability is assumed by that person or organi- zation for the payment of any premiums stated in the policy or earned under the policy. 2. In the event of cancellation of the policy, written notice of cancellation will be mailed by us to that person or organization. Address EXECUTED PRIOR TO LOSS, TO NAME AS ADDITIONAL INSURED. CA T3 01 02 99 Page 1 of 1 Uf/Ub/^UUb 1-ftK fUf fbJ USJL insurance-reiaiuma lg| U U I f V U ( Company VIRGINIA SURETY INSURANCE COMPANY Policy Period 10/01/05 To 10/01/06 "AMENDED" Endorsement No. 0000 ATTACHED TO AND FORMING A PART OF POLICY NUMBER 1CW50207600 ENDORSEMENT EFFECTIVE (Standard Time) Month/Day/Year 10/01/05 12:01 A.M. (X) NOON INSURED REPUBLIC ELECTRIC PRODUCER AND CODE CPG/SPEC. RISK RESOURCES INS AGCY, INC. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: WORKERS' COMPENSATION AND EMPLOYERS' LIABILITY INSURANCE WAIVER OF OUR RIGHT TO RECOVER FROM OTHERS ENDORSEMENT We have the right to recover our payments from anyone liable for an injury covered by this policy. We will not enforce our right against Ihe person or organization named In the Schedule- This agreement applies only toJteesxtent that /ou perform work under a written contract that requires you to obtain this agreement from us. ,i This agreement shall not operate directly or indirectly to benefit anyone not named In the Schedule. Schedule WHEN REQUIRED BY WRITTEN CONTRACT. DATE WC CPG 7(3/02) BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 1) Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? X yes no 2) If yes, what was/were the name(s) of the agency(ies) and what was/were the period(s) of debarment(s)? Attach additional copies of this page to accommodate more than two debarments. M/A party debarred party debarred agency agency period of debarment period of debarment BY CONTRACTOR: Page / o, I pages of this Re Debarment form Revised 10/08/03 Contract No. 3895 Page 24 of 117 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 Contractors are required by law to be licensed and regulated by the Contractors' State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar, Contractors' State License board, P.O. Box 26000, Sacramento, California 95826. 1) Have you ever had your contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 2) Has the suspension or revocation of your contractors license ever been stayed? X yes no 3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor's license suspended or revoked by the California Contractors' State license Board two or more times within an eight year period? X yes no 4) Has the suspension or revocation of the license of any subcontractor's that you propose to perform any portion of the Work ever been stayed? yes no 5) If the answer to either of 1 . or 3. above is yes fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefor. ti/A- (If needed attach additional sheets to provide full disclosure.) Page ' of L- pages of this Disclosure of Discipline form Revised 10/08/03 Contract No. 3895 Page 25 of 117 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 6) If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party who's discipline was stayed, the date of the violation that the disciplinary action pertains to, describe the nature of the violation and the condition (if any) upon which the disciplinary action was stayed. (If needed attach additional sheets to provide full disclosure.) BY CONTRACTOR: (printfoame/title) Page *^ of *~~ pages of this Disclosure of Discipline form Revised 10/08/03 Contract No. 3895 Page 26 of 117 Pages NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 State of California County of ) ss. L (Name of Bidder) and says that he or she is yPj _, being first duly sworn, deposes (Title) of Electric (Name of Firm) the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid. I declare under penalty of perjury that the foregoing is true and correct and that this affidavit was executed on the L£ day of S^MJtJL* , 2001P . Subscribed and .20 (NQTARYSEAL) NMRtCIACOMMNEV CommtMloo » 1621464 NotatyPuMc-CoNtoinlaMartnCourty My Comm. ixpfew Mw 14.2009 Revised 10/08/03 Contract No. 3895 Page 27 of 117 Pages CONTRACT PUBLIC WORKS iT&tThis agreement is made this / f day of by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City), and REPUBLIC ELECTRIC whose principal place of business is 371 BEL MARIN KEYS BLVD. #200 NOVATO CA 94949 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 (hereinafter called "project") 2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools, equipment, and personnel to perform the work specified by the Contract Documents. 3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids, Contractor's Proposal, Bidder's Bond, Designation of Subcontractors, Designation of Owner Operator/Lessors, Bidder's Statements of Financial Responsibility, Technical Ability and Experience, Re Debarment, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans and Specifications, the Supplemental Provisions, addendum(s) to said Plans and Specifications and Supplemental Provisions, and all proper amendments and changes made thereto in accordance with this Contract or the Plans and Specifications, and all bonds for the project; all of which are incorporated herein by this reference. Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as indicated, specified, and implied by the Contract Documents. Any items of work not indicated or specified, but which are essential to the completion of the work, shall be provided at the Contractor's expense to fulfill the intent of said documents. In all instances through the life of the Contract, the City will be the interpreter of the intent of the Contract Documents, and the City's decision relative to said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials suppliers of this condition of the Contract will not relieve responsibility of compliance. 4. Payment. For all compensation for Contractor's performance of work under this Contract, City shall make payment to the Contractor per section 9-3 PAYMENT of the Standard Specifications for Public Works Construction (SSPWC) 2006 Edition, and supplements thereto, hereinafter designated "SSPWC", as issued by the Southern California Chapter of the American Public Works Association, and as amended by the Supplemental Provisions section of this contract. The Engineer will close the estimate of work completed for progress payments on the last working day of each month. 5. Independent Investigation. Contractor has made an independent investigation of the jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the work, and is aware of those conditions. The Contract price includes payment for all work that may be done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any information that may have been furnished to Contractor by City about underground conditions or other job conditions is for Contractor's convenience only, and City does not warrant that the conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground conditions and has not relied on information furnished by City. Am¥ Revised 10/08/03 Contract No. 3895 Page 28 of 117 Pages 6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging trenches or other excavations that extend deeper than four feet below the surface Contractor shall promptly, and before the following conditions are disturbed, notify City, in writing, of any: A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste, as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with provisions of existing law. B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those indicated. C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in the contract. City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ, or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time required for, performance of any part of the work shall issue a change order under the procedures described in this contract. In the event that a dispute arises between City and Contractor whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time required for, performance of any part of the work, contractor shall not be excused from any scheduled completion date provided for by the contract, but shall proceed with all work to be performed under the contract. Contractor shall retain any and all rights provided either by contract or by law which pertain to the resolution of disputes and protests between the contracting parties. 7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied and will comply with these requirements, including, but not limited to, verifying the eligibility for employment of all agents, employees, subcontractors, and consultants that are included in this Contract. 8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of Industrial Relations has determined the general prevailing rate of per diem wages in accordance with California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post copies of all applicable prevailing wages on the job site. 9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage, injury and liability of every kind, nature and description, directly or indirectly arising from or in connection with the performance of the Contract or work; or from any failure or alleged failure of Contractor to comply with any applicable law, rules or regulations including those relating to safety and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except for loss or damage caused by the sole or active negligence or willful misconduct of the City. The expenses of defense include all costs and expenses including attorneys' fees for litigation, arbitration, or other dispute resolution method. Revised 10/08/03 Contract No. 3895 Page 29 of 117 Pages Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. Contractor shall also defend and indemnify the City against any challenges to the award of the contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense costs for the City. Defense costs include the cost of separate counsel for City, if City requests separate counsel. 10. Insurance. Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damage to property which may arise from or in connection with the performance of the work hereunder by the Contractor, his or her agents, representatives, employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in Resolution No. 91-403. (A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Comprehensive General Liability Insurance: $1,000,000 combined single limit per occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate aggregate in the amounts specified shall be established for the risks for which the City or its agents, officers or employees are additional insured. b. Business Automobile Liability Insurance: $1,000,000 combined single limit per accident for bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any auto" and cannot be limited in any manner. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000 per incident. Workers' compensation offered by the State Compensation Insurance Fund is acceptable to the City. (B) Additional Provisions. Contractor shall ensure that the policies of insurance required under this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions. a. The City, its officials, employees and volunteers are to be covered as additional insured as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the contractor; premises owned, leased, hired or borrowed by the contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officials, employees or volunteers. All additional insured endorsements must be evidenced using separate documents attached to the certificate of insurance; one for each company affording general liability, and employers' liability coverage. b. The Contractor's insurance coverage shall be primary insurance as respects the City, its officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its officials, employees or volunteers shall be in excess of the contractor's insurance and shall not contribute with it. Revised 10/08/03 Contract No. 3895 Page 30 of 117 Pages c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided to the City, its officials, employees or volunteers. d. Coverage shall state that the contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability. (C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to state that coverage shall not be nonrenewed, suspended, voided, canceled, or reduced in coverage or limits except after thirty (30) days' prior written notice has been given to the City by certified mail, return receipt requested. (D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured retention levels must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of losses and related investigation, claim administration and defense expenses. (E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its officials or employees. (F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements for each subcontractor. Coverages for subcontractors shall be subject to all of the requirements stated herein. (G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in the official publication of the Department of Insurance of the State of California and/or under the standards specified by the City Council in Resolution No. 91-403. (H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and original endorsements affecting coverage required by this clause. The certificates and endorsements for each insurance policy are to be signed by a person authorized by that insurer to bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the City and are to be received and approved by the City before the Contract is executed by the City. (I) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included in the Contractor's bid. 11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is included in the Supplemental Provisions I section. The contractor shall initially submit all claims over $375,000 to the City using the informal dispute resolution process described in Public Contract Code subsections 20104.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit for breach of this agreement. (A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City must be asserted as part of the contract process as set forth in this agreement and not in anticipation of litigation or in conjunction with litigation. Revised 10/08/03 Contract No. 3895 Page 31 of 117 Pages (B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be considered fraud and the Contractor may be subject to criminal prosecution. (C) Government Code. Contractor acknowledges that California Government Code sections 12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a false claim to a public entity. These provisions include false claims made with deliberate ignorance of the false information or in reckless disregard of the truth or falsity of the information. (D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False Claims Act, it is entitled to recover its litigation costs, including attorney's fees. (E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may be prevented from further bidding on public contracts for a period of up to five years. (F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference. (G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor from participating in future contract bidding. (H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for resolution of any disputes between the parties arising out of this agreement is San Diego County, California. I have read and understand all provisions of Section 11 abo 12. Maintenance of Records. Contractor shall maintain and make available at no cost to the City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's principal place of business as specified above, Contractor shall so inform the City by certified letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of any change of address of such records. 13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720 of the Labor Code are incorporated herein by reference. 14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted for any monies withheld by the City to secure performance of this contract for any obligation established by this contract. Any other security that is mutually agreed to by the Contractor and the City may be substituted for monies withheld to ensure performance under this Contract. 15. Provisions Required by Law Deemed Inserted. Each and every provision of law and clause required by law to be inserted in this Contract shall be deemed to be inserted herein and included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not correctly inserted, then upon application of either party, the Contract shall forthwith be physically amended to make such insertion or correction. Revised 10/08/03 Contract No. 3895 Page 32 of 117 Pages 16. Additional Provisions. Any additional provisions of this agreement are set forth in the "General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED (CORPORATE SEAL) CONTRACTOR::orporation of (name of Contractor) U^f-e--t 3At^ A- VP 5^)6-1^ By: ATTEST: By: e and title) President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under the corporate seal empowering that officer to bind the corporation. APPROVED AS TO FORM: RONALD R. BALL City Attorney By: Deputy City Attorney Revised 10/08/03 Contract No. 3895 Page 33 of 117 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On Marin ss. June 21, 2006 personally before me,Timothy J. Carter, Notary Public Date appeared Name and Title of Officer (e.g., "Jane Doe, Notary Public") James A. Wagner Name(s) of Signer(s) .*•> 11,, TIMOTHY J. CARTER COMM. #1614562 m Notary Public-California CO MARIN COUNTY 3 MyCofnm.Exp.Oct18.2009 mCO $ personally known to me D proved to me on the basis of satisfactory evidence to be the personCsfwhose name^S) is/are subscribed to the within instrument and acknowledged to me that he/she/they- executed the same in his/hor/thoir authorized capacity(iesf, and that by his/her/their signature(s) on the instrument the person(srj, or the entity upon behalf of which the person(s} acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached DocumentTitle or Type of Document- Contract No. 3895—Carlsbad Streetlight Installation on Roosevelt St. Document Date:N/A . Number of Pages: *QNE* Signer(s) Other Than Named Above:.Jeffrey L. Asch Capacity(ies) Claimed by Signer(s) Signer's Name: _ James A. Wagner n Individual *f Corporate Officer - T.tle^:VP Engineering D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: _ RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer Is Representing:Eledtric Signer's Name: D Individual D Corporate Officer —Title(s): D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here © 2004 National Notary Association • 93SO De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Item No. 5907 Reorder: Call Toil-Free 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On personally Marin 1ss. June 21, 2006 before me,Timothy J. Carter, Notary Public Date appeared Name and Title of Officer (e.g., "Jane Doe, Notary Public") Jeffrey L. Asch Name(s) of Signers) TIMOTHY J. CARTER COMM. #1614562 Notary Public-California MARW COUNTY MyComm. Exp. Oct It, 2009 €f personally known to me D proved to me on the basis of satisfactory evidence to be the person^sf 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)7 and that by his/toenttrelr signature^ on the instrument the person^, or the entity upon behalf of which the personQs) acted, executed the instrument. WITNESS my hand and official seal. Place Notary Seal Above OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Contract No. 3895—Carlsbad Streetlight Installation on Roosevelt St. Document Date:N/A . Number of Pages: *ONE* Signer(s) Other Than Named Above:James A. Wagner Capacity(ies) Claimed by Signer(s) Jeffrey L. AschSigner's Name: Individual B Corporate Officer — Title(s^:VK- secretary, 'reasur 'r n Corporate Officer - Title(s): D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing: Republic Elec trie RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer's Name: D Individual D Partner — D Limited D General D Attorney in Fact D Trustee D Guardian or Conservator D Other: Signer Is Representing: RIGHT THUMBPRINT OF SIGNER Top of thumb here © 2004 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 Item No. 5907 Reorder: Call Toll-Free 1-800-876-6827 BOND NO. 57BCSEA6114 PREMIUM: (INCLUDED IN PERFORMANCE BOND) LABOR AND MATERIALS BOND WHEREAS, the City of Carlsbad, State of California, has awarded to REPUBLIC ELECTRIC (hereinafter designated as the "Principal"), a Contract for: STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 389S in the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad and all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon or about the performance of the work agreed to be done, or for any work or labor done thereon of any kind, the Surety on this bond will pay the same to the extent hereinafter set forth. NOW, THEREFORE, WE, REPUBLIC ELECTRIC , as Principal, (hereinafter designate'd'ais.the "Contractor"), and HARTFORD FIRE INSURANCE COMPANY '' '' as Surety, are held firmly bound unto the City of Carlsbad in the sum of FIFTY FOUR THOUSAND SEVEN HUNDRED THIRTY Dollars ($54,730), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the Contractor or his/her subcontractors fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the performance of the work contracted to be done, or for any other work or labor thereon of any kind, consistent with California Civil Code section 3181, or for amounts due under the Unemployment Insurance Code with respect to the work or labor performed under this Contract, or for any amounts required to be deducted, withheld, and paid over to the Employment Development Department from the wages of employees of the contractor and subcontractors pursuant to section 13020 of the Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the court consistent with California Civil Code section 3248. This bond shall inure to the benefit of any of the persons named in California Civil Code section 3181, so as to give a right of action to those persons or their assigns in any suit brought upon the bond. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed thereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. Revised 10/08/03 Contract No. 3895 Page 34 of 117 Pages In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this 21ST day of JUNE , 20 06 Executed by SURETY this. of JUNE 21ST .day _,2G.06 CONTRACTOR: REPUBLIC ELECTRIC (name of Contractor) ization of signatory) SURETY; HARTFORD FIRE INSURANCE COMPANY (name of Surety) 33 NEW MONTGOMERY STREET HA 105 _ (address of Surety) (415) 836-4838 (telephone number of Surety) By:. (signature of Attomey-in-Fact) KELLY HOLTEMANN (printed name of Attomey-in-Fact) (attach corporate resolution showing current power of attorney) (title and organization of signatory)j&u^ ELeeriz^ (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R BALL City Attorney Deputy City Attorney Revised 10/08/03 Contract No. 3895 Page 35 of 117 Pages ACKNOWLEDGMENT State of California County of SONOMA On JUNE 21, 2006 before me, personally appeared J. DeLUCA, NOTARY PUBLIC (here insert name and title of the officer) KELLY HOLTEMANN, A1TORNEI-IN-FACT personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s-) is/ape subscribed to the within instrument and acknowledged to me that-he/she/tbey executed the same in Ws/her/tkeif authorized capacity(ie&), 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 _J ^4=~^ J. DE LUCA COMM. #1521691 Z NOTARY PUBLIC -CALIFORNIA O SONOMA COUNTY -* My Connffi, Expires Oct. 24,2008 f MM^-M .*>*, W"*********"^^*^^*^^*^• ^ ^ ~ (Seal) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT ^<^ge@6S<^.ie<>^g<Sg£S^ State of California County of Marin 1S3. On June 21, 2006 Date personally appeared _ before me, Timothy J. Carter, Notary Public Name and Title of Officer (e.g.. 'Jane Doe, Notary Public")James A. Wagner TIMOTHY J. CARTER | COMM. #1614562 m Notary Public-California 52 MARIN COUNTY -*1 My Comm. Exp.Oct 18,2009 I Name(s) oi Signer(s) ^personally known to me D proved to me on the basis of satisfactory evidence to be the person(s) whose name(af is/are- subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity (iea), and that by his/hei/lliuii signature^ on the instrument the person(etr or the entity upon behalf of which the person(sf- acted, executed the instrument. WITNESS my OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document _ , _ , _ Labor And Material Bond—CarlsbadTitle or Type of Document: June 21, 2006Document Date:. Number of Paqes:*TvVO* Signer(s) Other Than Named Above:.Jeffrey L. Asch Capacity(ies) Claimed by Signer Signer's Name: James A. Wagner ^Individual D Corporate Officer —Title(s): D Partner — D Limited D General D Attorney-in-Fact Q Trustee D Guardian or Conservator D Other: VP Engineering RIGHT THUMBPRINTOF SIGNER Top of thumb here Signer Is Representing:. Republic Electric &<g@g®g3£<:&3g^^ © 1999 National Notary Association -9350 Da Soto Ave., P.O. Box 2402 • Chats worth, CA 91313-2402 •www.NationalNotary.org Prod. No. 5907 Reorder: Call Tol-Free 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT :x5®<5g<5S6c<><e«e^^e<5c£^^ State of California County of Marin ss. On June 21, 2006 Data personally appeared _ before me, Timothy J. Carter, Notary Public Name and Title ol Officer (8.9.. "Jane Doe, Notary Public")Jeffrey L. Asch TIMOTHY J. CARTER f COMM. #1614562 m Notary Public-California <2 MARW COUNTY •* My Comm. Exp. Oct 18,2009 t Name|s] of Signar(s) •^personally known to me D proved to me on the basis of satisfactory evidence to be the person(a^ whose name(«f is/aw- subscribed to the within instrument and acknowledged to me that he/sbe/they executed the same in his/her/their authorized capacity(iesyr and that by his/her/their' signature^ on the instrument the person^), or the entity upon behalf of which the person^ acted, executed the instrument. WITNESS my hand, OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Labor And Materials Bond—CarlsbadTitle or Type of Document: Document Date:June 21, 2006 Signer(s) Other Than Named Above:. Number of Paqes:*TWO* James A. Wagner Capacity(ies) Claimed by Signer Signer's Name: Jeffrey L. Asch 5r Individual D Corporate Officer ••Title(s):. D Partner — D Limited D General D Attorney-in-Fact D Trustee D Guardian or Conservator D Other: VP, Secretary, Treasurer Signer Is Representing:Republic Electric RIGHT THUMBPRINT OF SIGNER Top of thumb here &^^£®£-V^^^cm£^^ 8 1999 National Notary Association • 9350 De Soto Ava.. P.O. Box 2402 • Crialsvrartrl, CA 91313-2402 • www.NalionalNotary.org Prod. No. 5907 Reorder Call Toll-Fiee 1-800-876-6827 POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS THAT: Direct Inquiries/Claims to: THE HARTFORD BOND, T-4 690 ASYLUM AVENUE HARTFORD, CONNECTICUT 06115 call: 888-266-3488 or fax: 860-757-5835 Agency Code: 57-111140 | X | Hartford Fire Insurance Company, a corporation duly organized under the laws of the State of Connecticut | X | Hartford Casualty Insurance Company, a corporation duly organized under the laws of the State of Indiana | X | Hartford Accident and Indemnity Company, a corporation duly organized under the laws of the State of Connecticut | | Hartford Underwriters Insurance Company, a corporation duly organized under the laws of the State of Connecticut Twin City Fire Insurance Company, a corporation duly organized under the laws of the State of Indiana Hartford Insurance Company of Illinois, a corporation duly organized under the laws of the State of Illinois | | Hartford Insurance Company of the Midwest, a corporation duly organized under the laws of the State of Indiana | | Hartford Insurance Company of the Southeast, a corporation duly organized under the laws of the State of Florida having their home office in Hartford, Connecticut, (hereinafter collectively referred to as the "Companies") do hereby make, constitute and appoint, up to the amount of unlimited: Lawrence J. Coyne, Goran G. E. Ryn, Kelly Holtemann, Joan DeLuca of Petaluma, CA their true and lawful Attorney(s)-in-Fact, each in their separate capacity if more than one is named above, to sign its name as surety(ies) only as delineated above by El, and to execute, seal and acknowledge any and all bonds, undertakings, contracts and other written instruments in the nature thereof, on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in any actions or proceedings allowed by law. In Witness Whereof, and as authorized by a Resolution of the Board of Directors of the Companies on July 21, 2003 the Companies have caused these presents to be signed by its Assistant Vice President and its corporate seals to be hereto affixed, duly attested by its Assistant Secretary. Further, pursuant to Resolution of the Board of Directors of the Companies, the Companies hereby unambiguously affirm that they are and will be bound by any mechanically applied signatures applied to this Power of Attorney. Paul A. Bergenholtz, Assistant Secretary STATE OF CONNECTICUT -^ J. ss. Hartford David T. Akers, Assistant Vice President COUNTY OF HARTFORD On this 4th day of August, 2004, before me personally came David T. Akers, to me known, who being by me duly sworn, did depose and say: that he resides in the County of Hampden, Commonwealth of Massachusetts; that he is the Assistant Vice President of the Companies, the corporations described in and which executed the above instrument; that he knows the seals of the said corporations; that the seals affixed to the said instrument are such corporate seals; that they were so affixed by authority of the Boards of Directors of said corporations and that he signed his name thereto by like authority. Scott E. Paseka Notary Public My Commission Expires October 31,2007 I, the undersigned, Assistant Vice President of the Companies, DO HEREBY CERTIFY that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Companies, which is still in full force effective as of JUNE 21, 2006 Signed and sealed at the City of Hartford. CERTIFICATE Gary W. Stumper, Assistant Vice President BOND'NO. 57BCSEA6114 PREMIUM: $561.00 FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City of Carlsbad, State of California, has awarded to REPUBLIC ELECTRIC (hereinafter designated as the 'Principal"), a Contract for. STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 in the City of Carlsbad, in strict conformity with the contract, the drawings and specifications, and other Contract Documents now on file in the Office of the City Clerk of the City of Carlsbad, all of which are incorporated herein by this reference. WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract; NOW, THEREFORE, WE REPUBLIC ELECTRIC as Principal, (hereinafter designated as the "Contractor"), and HARTFORD FIRE INSURANCE COMPANY as Surety, are held firmly bound unto the City of Carlsbad in the sum of FIFTY FOUR THOUSAND SEVEN HUNDRED THIRTY Dollars ($54,730), said sum being an amount equal to: One hundred percent (100%) of the total amount payable under the terms of the contract by the City of Carlsbad, and for which payment well and truly to be made we bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions, and agreements in the Contract and any alteration thereof made as Jherein provided on their part, to be kept and performed at the time and in the manner therein specified, and in ail respects according to their true intent and meaning, and shall indemnify and save harmless the City of Carlsbad, its officers, employees and agents, as therein stipulated, then this obligation shall become null and void; otherwise it shall remain in full force and effect. 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 the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Surety stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed thereunder or the specifications accompanying the same shall affect its obligations on this bond, and it does hereby waive notice of any change, extension of time, alterations or addition to the terms of the contract or to the work or to the specifications. Revised 10/08/03 Contract No. 3895 Page 36 of 117 Pages In the event that Contractor is an individual, it is agreed that the death of any such Contractor shall not exonerate the Surety from its obligations under this bond. Executed by CONTRACTOR this 21ST day of JUNE 20 06 . CONTRACTOR: REPUBLIC ELECTRIC (name of Contractor) (sign here) A- (print name here) (Title and Organization of Snatory) By: Executed by SURETY this 21 ST day of JUNE , 20Qjl_ SURETY: HARTFORD FIRE INSURANCE COMPANY (name of Surety) 33 NEW MONTGOMERY STREET RAW FRANf!TSnnf f!A QA10R (address of Surety) (telephone number of Surety) '-ttLL (siqnature if(signature of Attorney-in-Fact) KELLY HOLTEMAM (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) (Titie and Organization of signatory)Vt&pv&ucr &j5&rtz'ic^ (Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.) (President or vice-president and secretary or assistant secretary must sign for corporations. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate seal empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL City Attorney Revised 10/08/03 Contract No. 3895 Page37 of 117 Pages ACKNOWLEDGMENT State of California County of SOFOMA On JUMi 21,, 2006 before me, personally appeared J. DeLUCA. NOTARY PUBLIC (here insert name and title of the officer) KELLY HOLTEMAM, AITORNEI-IN-FACT personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/ape subscribed to the within instrument and acknowledged to me that-be/she/tbey executed the same in We/her/foeif authorized capacityfies-), and that by Ns/her/foeiF signature(s-) on the instrument the person (e), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. \- _j Signature J. DE LUCA COMM. #1521691 ^ NOTARY PUBLIC -CALIFORNIA O SONOMA COUNTY -1 My Comrn. Expires Oct. 24,2008 W -" (Seal) CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT :xr<®sg<3e£g<^^<e<*^^ State of California County of Marin ss. On June 21, 2006 Dale personally appeared _ before me, Timothy J. Carter, Notary Public Name and Title ol Officer (e.g., 'Jans Doe, Notary Public")James A. Wagner TIMOTHY J. CARTER I COMM. #1614562 m Notary Public-California CO MARIN COUNTY Comm.Exp.Oct 18,2009 Namaisl of Signer(s) ^personally known to me D proved to me on the basis of satisfactory evidence to be the person(aTwh°se name^f is/aw" subscribed to the within instrument and acknowledged to me that he/stwAhey executed the same in his/fror/their authorized capacity(ie3)r~ and that by his/lw/thoif- signature(«fbn the instrument the person(a)r, or the entity upon behalf of which the person(af acted, executed the instrument. WITNESS my hand and official seal. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Faithful Performance Bond—Carlsbad Title or Type of Document: Document Date:June 21, 2006 .Numberof Pages:.*TWO* Signer(s) Other Than Named Above:.Jeffrey L. Asch Capacity(ies) Claimed by Signer Signer's Name: James A. Wagner 5f Individual D Corporate Officer — Title(s): D Partner — d Limited D General D Attorney-in-Fact D Trustee D Guardian or Conservator D Other: VP Engineering RIGHT THUMBPRINT OF SIGNER Top of thumb here Signer Is Representing:.Republic Electric &£*5£;@S£^aii^<^m«<*fi<^ © 1399 National Notary Association • 9350 De Solo Ava., P.O. Sox 2402 • Chatsworth, CA 91313-2402 • www.NationalNotary.org Prod. No. 5907 Reorder: Call Toil-Free 1-800-376-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT :^e<?S<3^^e<>^'CC^<g£^^ State of California County of Marin ss. On June 21, 2006 Date personally appeared _ before me, Timothy J- Carter, Notary Public Name and Title ol Officer (e.g., 'Jane Doe. Notary Public")Jeffrey L. Asch TIMOTHY J. CARTER I COMM. #1614562 mNotary Public-California <£ MARIN COUNTY -» jjj^ My Comm. Exp. Oct 18,2009 I Nama(sl ol Signar(s) ^personally known to me D proved to me on the basis of satisfactory evidence to be the person^ whose name(af is/aw subscribed to the within instrument and acknowledged to me that he/aheithey executed the same in his/bor/thoif authorized capacity(aes)7 and that by his/her/their signature^ on the instrument the person(8)r, or the entity upon behalf of which the person^af acted, executed the instrument. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Faithful Performance Bond—CarlsbadTitle or Type of Document: Document Date:June 21, 2006 . Number of Pages: *TWO* Signer(s) Other Than Named Above:James A. Wagner Capacity(ies) Claimed by Signer Signer's Name: Jeffrey L. Asch [^Individual D Corporate Officer — Title(s): D Partner — D Limited D General D Attorney-in-Fact D Trustee D Guardian or Conservator D Other: VP, Secretary, Treasurer RIGHT THUMBPHINT OF SIGNER Top of thumb here Signer Is Representing:.Republic Electric &s&'£££&mm^^m^<fi<5©e^ e 1999 National Notary Association • 9350 De Solo Ave.. P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.NationalNolary.org Prod. No. 5907 Reorder: Call Toil-Free 1-800-376-6827 OPTIONAL ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION This Escrow Agreement is made and entered into by and between the City of Carlsbad whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and whose address is hereinafter called "Contractor" and whose address is hereinafter called "Escrow Agent." For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows: 1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California, the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention earnings required to be withheld by the City pursuant to the Construction Contract entered into between the City and Contractor for: STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 in the amount of dated (hereinafter referred to as the "Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit. The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the Escrow Agent in connection with the handling of retentions under these sections in an amount not less than $100,000 per contract. The market value of the securities at the time of the substitution shall be a least equal to the cash amount then required to be withheld as retention under the terms of the contract between the City and Contractor. Securities shall be held in the name of the City and shall designate the Contractor as the beneficial owner. 2. The City shall make progress payments to the Contractor for such funds which otherwise would be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow Agent holds securities in the form and amount specified above. 3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow Agent shall hold them for the benefit of the Contractor until such time as the escrow created under this contract is terminated. The Contractor may direct the investment of the payments into securities. All terms and conditions of this agreement and the rights and responsibilities of the parties shall be equally applicable and binding when the City pays the Escrow Agent directly. 4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow Agent in administering the Escrow Account and all expenses of the City. These expenses and payment terms shall be determined by the City, Contractor and Escrow Agent. 5. The interest earned on the securities or the money market accounts held in escrow and all interest earned on that interest shall be for the sole account of Contractor and shall be subject to withdrawal by Contractor at any time and from time to time without notice to the City. Revised 10/08/03 Contract No. 3895 Page 38 of 117 Pages 6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor. 7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent shall immediately convert the securities to cash and shall distribute the cash as instructed by the City. 8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges. 9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and interest as set forth above. 10. The names of the persons who are authorized to give written notices or to receive written notice on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows: For City: Title FINANCE DIRECTOR Name Signature. Address 1635 Faraday Avenue. Carlsbad CA 92008 For Contractor: Title Name. Signature Address _ For Escrow Agent: Title Name Signature Address At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent a fully executed counterpart of this Agreement. Revised 10/08/03 Contract No. 3895 Page 39 of 117 Pages IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the date first set forth above. For City:Title MAYOR Name Signature Address 1200 Carlsbad Village Drive. Carlsbad. CA 92008 For Contractor:Title Name Signature Address For Escrow Agent:Title Name Signature. Address Revised 10/08/03 Contract No. 3895 Page 40 of 117 Pages SUPPLEMENTAL PROVISIONS FOR STREET LIGHTS INSTALLATION ON ROOSEVELT STREET CONTRACT NO. 3895 CITY OF CARLSBAD SUPPLEMENTAL PROVISIONS TO "GREENBOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 2006 EDITION PART 1, GENERAL PROVISIONS SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS AND SYMBOLS 1-1 TERMS Add the following section: 1-1.1 Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "scheduled", or words of similar import are used, it shall be understood that reference is made to the plans accompanying these provisions, unless stated otherwise. Add the following section: 1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are used, it shall be understood that the direction, designation or selection of the Engineer is intended, unless stated otherwise. The word "required" and words of similar import shall be understood to mean "as required to properly complete the work as required and as approved by the Engineer," unless stated otherwise. Add the following section: 1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such words of similar import are used, it shall be understood such words are followed by the expression "in the opinion of the Engineer", unless otherwise stated. Where the words "approved", "approval", "acceptance", or words of similar import are used, it shall be understood that the approval, acceptance, or similar import of the Engineer is intended. Add the following section: 1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its expense, shall perform all operations, labor, tools and equipment, and further, including the furnishing and installing of materials that are indicated, specified or required to mean that the Contractor, at its expense, shall furnish and install the work, complete in place and ready to use, including furnishing of necessary labor, materials, tools, equipment, and transportation. Revised 10/08/03 Contract No. 3895 Page 41 of 117 Pages 1-2 DEFINITIONS. Modify as follows: The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Agency - the City of Carlsbad, California. City Council - the City Council of the City of Carlsbad. City Manager - the City Manager of the City of Carlsbad or his/her approved representative. Dispute Board - persons designated by the City Manager to hear and advise the City Manager on claims submitted by the Contractor. The City Manager is the last appeal level for informal dispute resolution. Engineer - the City Engineer of the City of Carlsbad or his/her approved representative. The Engineer is the third level of appeal for informal dispute resolution. Minor Bid Item - a single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Own Organization - When used in Section 2-3.1 - Employees of the Contractor who are hired, directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further, such employees have their employment taxes, State disability insurance payments, State and Federal income taxes paid and administered, as applicable, by the Contractor. When used in Section 2-3.1 "own organization" means construction equipment that the Contractor owns or leases and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an operator is not part of the Contractor's Own Organization and will not be included for the purpose of compliance with section 2-3.1 of the Standard Specifications and these Supplemental Provisions. Owner Operator/Lessor - Any person who provides equipment or tools with an operator provided who is employed by neither the Contractor nor a subcontractor and is neither an agent or employee of the Agency or a public utility. Deputy City Engineer, Construction Management & Inspection - The Construction Manager's immediate supervisor and second level of appeal for informal dispute resolution. Project Inspector - the Engineer's designated representative for inspection, contract administration and first level for informal dispute resolution. Construction Manager- the Project Inspector's immediate supervisor and first level of appeal for informal dispute resolution. 1-3 ABBREVIATIONS 1-3.2 Common Usage, add the following: Abbreviation Word or Words Apts Apartment and Apartments Bldg Building and Buildings CMWD Carlsbad Municipal Water District CSSD Carlsbad Supplemental Standard Drawings cfs Cubic Feet per Second Comm Commercial DR Dimension Ratio E Electric Revised 10/08/03 Contract No. 3895 Page 42 of 117 Pages EWA Encina Wastewater Authority G Gas gal Gallon and Gallons Gar Garage and Garages GNV Ground Not Visible gpm gallons per minute IE Invert Elevation LWD Leucadia Wastewater District MSL Mean Sea Level (see Regional Standard Drawing M-12) MTBM Microtunneling Boring Machine NCTD North County Transit District OHE Overhead Electric OMWD Olivenhain Municipal Water District ROW Right-of-Way S Sewer or Slope, as applicable SDNR San Diego Northern Railway SDRSD San Diego Regional Standard Drawings SFM Sewer Force Main T Telephone UE Underground Electric W Water, Wider or Width, as applicable VWD Vallecitos Water District SECTION 2 - SCOPE AND CONTROL OF THE WORK 2-3 SUBCONTRACTS. 2-3.1 General, add the following: Should the Contractor fail to adhere to the provisions requiring the Contractor to complete 50 percent of the contract price with its own organization, the Agency may at its sole discretion elect to cancel the contract or deduct an amount equal to 10 percent of the value of the work performed in excess of 50 percent of the contract price by other than the Contractor's own organization. The City Council shall be the sole body for determination of a violation of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a public hearing before the City Council and shall be notified ten (10) days in advance of the time and location of said hearing. The determination of the City Council shall be final. 2-4 CONTRACT BONDS, modify the second sentence of paragraph one as follows: Delete, "who is listed in the latest version of U.S. Department of Treasury Circular 570,". Modify paragraphs three and four to read: The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful performance/warranty bond shall be in a sum not less than one hundred percent of the total amount payable by the terms of this contract. The Contractor shall provide bonds to secure payment of laborers and materials suppliers in a sum not less than one hundred percent of the total amount payable by the terms of this contract. Both bonds shall extend in full force and effect and be retained by the Agency during this project until they are released according to the provisions of this section. Revised 10/08/03 Contract No. 3895 Page 43 of 117 Pages The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days after recordation of the Notice of Completion and will remain in full force and effect for the one year warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The bonds to secure payment of laborers and materials suppliers shall be released six months plus 30 days after recordation of the Notice of Completion if all claims have been paid. Add the following: All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the business of insurance in California and whose assets exceed their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the following documents: 1) An original, or a certified copy, of the un-revoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so. 2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the execution of the bond. The financial statement shall be made by an officer's certificate as defined in Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be verified by the oath of the principal officer or manager residing within the United States. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General, add the following: The specifications for the work include the Standard Specifications for Public Works Construction, (SSPWC), 2006 Edition, and supplements thereto, hereinafter designated "SSPWC", as written and promulgated by Joint Cooperative Committee of the Southern California Chapter American Public Works Association and Southern California Districts Associated General Contractors of California, and as amended by the Supplemental Provisions section of this contract. The construction plans consist of one (1) set. The set is designated as City of Carlsbad Drawing No. 439-6 and consists of three (3) sheets. The standard drawings used for this project are the latest edition of the San Diego Area Regional Standard Drawings, hereinafter designated SDRSD, as issued by the San Diego County Department of Public Works, together with the most recent editions of the City of Carlsbad Supplemental Standard Drawings, hereinafter designated as CSSD, as issued by the City of Carlsbad and the Carlsbad Municipal Water District Standard Plans hereinafter designated as CMWDSD, as issued by the Carlsbad Municipal Water District. Copies of some of the pertinent standard drawings are enclosed as an appendix to these Supplemental Provisions. 2-5.2 Precedence of Contract Documents, modify as follows: If there is a conflict between Contract Documents, the document highest in precedence shall control. The precedence shall be the most recent edition of the following documents listed in order of highest to lowest precedence: 1) Permits from other agencies as may be required by law 2) City of Carlsbad Supplemental Provisions 3) Plans 4) City of Carlsbad Engineering Standards, 2004 Edition 5) San Diego Regional Standard Drawings 6) State of California Department of Transportation Standard Plans 7) Standard Specifications for Public Works Construction 8) Reference Specifications 9) Manufacturer's Installation Recommendations Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will take precedence over items 2) through 9) above. Detailed plans and plan views shall have precedence over general plans. Revised 10/08/03 Contract No. 3895 Page 44 of 117 Pages 2-5.3 Submittals, add the following: Each submittal shall be consecutively numbered. Resubmittals shall be labeled with the number of the original submittal followed by an ascending alphabetical designation (e.g. The label '4-C' would indicate the third instance that the fourth submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal on the Contractor's letterhead. The Letter of transmittal shall contain the following: 1) Project title and Agency contract number. 2) Number of complete sets. 3) Contractor's certification statement. 4) Specification section number(s) pertaining to material submitted for review. 5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.) 6) Description of the contents of the submittal. 7) Identification of deviations from the contract documents. When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in conformance with the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the following certification on all submittals: "I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the allocated spaces, and is submitted for approval." By: Title: Date: Company Name: Add the following: 2-5.4 Record Drawings, The Contractor shall provide and keep up-to-date a complete "as-built" record set of blue-line prints, which shall be corrected in red daily and show every change from the original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment, underground piping, valves, and all other work not visible at surface grade. Prints for this purpose may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be used only as a record set and shall be delivered to the Engineer within ten (10) days of completion of the work. Payment for performing the work required by section 2-5.4 shall be included in the various bid items and no additional payment will be made therefore. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers, Delete sections 2-9.1 and replace with the following: The Contractor shall not cover or disturb permanent survey monuments or benchmarks without the consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or a registered civil engineer authorized to practice land surveying within the State of California, hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at the site of the replacement is completed. The Surveyor shall file corner record(s) as required by §§ 8772 and 8773, et seq. of the California Business and Professions Code. When a change is made in the finished elevation of the pavement of any roadway in which a permanent survey monument is located, the Contractor shall adjust the monument frame and cover to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument frames and covers shall be protected during street sealing or painting projects or be cleaned to the satisfaction of the Engineer. Revised 10/08/03 Contract No. 3895 Page 45 of 117 Pages 2-9.2 Survey Service, Delete sections 2-9.2 and replace with the following: The Contractor shall hire and pay for the services of a Surveyor, hereinafter Surveyor to perform all work necessary for establishing control, construction staking, records research and all other surveying work necessary to construct the work, provide surveying services as required herein and provide surveying, drafting and other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and shall personally supervise and certify the surveying work. Add the following section: 2-9.2.1 Submittal of Surveying Data, All surveying data submittals shall conform to the requirements of section 2-5.3.3, "Submittals", herein. The Contractor shall submit grade sheets to the Engineer before commencing work in the area affected by the grade sheets. The Contractor shall submit field notes for all surveying required herein to the Engineer within ten days of performing the survey. All surveying field notes, grade sheets and survey calculations shall be submitted in bound form on 215 mm by 280 mm (81/2" by 11") paper. The field notes, calculations and supporting data shall be clear and complete. Supporting data shall include all maps, affidavits, plats, field notes from earlier surveys and all other evidence used by the Surveyor to determine the location of the monuments set. The field notes and calculations will be labelled with name of the Surveyor, the party chief, the field crewmembers and the author of the field notes or calculations. They shall be annotated with the date of observation or calculation, be numbered with consecutive page numbers and shall be readable without resort to any electronic aid, computer program or documentation for any computer program. The field notes shall be prepared in conformance with the CALTRANS "Surveys Manual". The Contractor shall have a Record of Survey prepared by the Surveyor and file it in conformance with §§ 8700 - 8805 of the State of California Business and Professions Code when the Surveyor performs any surveying that such map is required under §§ 8762 of the State of California Business and Professions Code and whenever the Surveyor shall establish, set or construct any permanent survey monument. SDRS drawing M-10 type monuments, bolts, spikes, leaded tacks and nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or accessory to, property corners and street centerlines are permanent survey monuments. The Record of Survey shall show all monuments set, control monuments used, the basis of bearings and all other data needed to determine the procedure of survey and the degree of accuracy attained by the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not exceed 1 part in 40,000. The record of survey shall show the location and justification of location of all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s) shall be submitted for the Engineer's review and approval before submittal to the County Surveyor and before submittal to the County Recorder. Add the following section: 2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no greater intervals than specified in TABLE 2-9.2.2(A) as measured along the project stationing. Stakes shall be set to show the location and grade of future curbs adjacent to traffic signal locations where the curb is not being built as a part of this contract. Staking and marking shall be completed by the Surveyor and inspected and approved by the Engineer before the start of construction in the area marked. Centerline monument shall have the disk stamped with the date the monument was set and the registration number of the Surveyor. Habitat mitigation sites and other areas to be preserved that are shown on the plans shall be staked and flagged prior to the start of any other activities within the limits of the work. When curb and gutter does not exist and is not being installed as a part of the project the location of adjacent facilities being constructed as a part of the contract the Contractor shall place stakes defining the horizontal and vertical location of such adjacent utility vaults, poles or other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor and/or those noted on the plans as to be installed by others. 0Revised 10/08/03 Contract No. 3895 Page 46 of 117 Pages TABLE 2-9.2.2(A) Survey Requirements for Construction Staking Feature Staked Street Centerline Clearing Slope Fence Rough Grade Cuts or Fills > 10m (33') Final Grade (includes top of: Basement soil, subbase and base) Asphalt Pavement Finish Course Drainage Structures, Pipes & similar Facilities®, ® Curb Traffic Signal ® Signal Poles & Controller ® Junction Box ® Conduit ® Minor Structure ® Abutment Fill Stake Description © SDRS M-10 Monument Lath in soil, painted line on PCC & AC surfaces RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake, Blue- top in gradinc area RP, paint on previous course RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake + Line Stake RP + Marker Stake + Line Stake Centerline or Parallel to Centerline Spacing®, <E> <300m (1000'), Street Intersections, Begin and end of curves, only when shown on the plans lath - Intervisible, < 15m (50') on tangents & < 7.5m (25') on curves, Painted line - continuous Intervisible and < 15m (50') < 60 m (200') on tangents, < 15m (50') on curves when R> 300m (1000') & 7.5m (25') on curves when R< 300m (1000') < 15m (50') < 15 m (50') on tangents & curves when Rs 300m (1000') & < 7.5m (25') on curves when R< 300m (1000') < 7.5m (25') or as per the intersection grid points shown on the plan whichever provides the denser information intervisible & < 7.5m (25'), beginning and end, BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities (except plumbing), Skewed cut-off lines < 7.5m (25'), BC & EC, at 1/4A, 1/4A & *A on curb returns & at beginning & end Vertical locations shall be based on the ultimate elevation of curb and sidewalk at each pole & controller location at each junction box location < 1 5 m (50') on tangents & curves when R> 300m (1000') & < 7.5m (25') on curves when R < 300m (10001) or where grade S 0.30% for catch basins: at centerline of box, ends of box & wings & at each end of the local depression © < 15 m (50') & along end slopes & conic transitions Lateral Spacing <3>, <E> on street centerline at clearing line Grade Breaks & <7.6 m (251) N/A ( constant offset) N/A <6.7 m (22') edge of pavement, paving pass width, crown line & grade breaks as appropriate ( constant offset) as appropriate as appropriate as appropriate as appropriate as appropriate Setting Tolerance (Within) 7 mm (0.021) Horizontal, also see section 2-9.2.1 herein 0.3 m(1') Horizontal 30 mm (O.V) Vertical & Horizontal 30mm (O.V) Horizontal 30 mm (0.1 ') Vertical & Horizontal 10 mm (V) Horizontal & 7 mm ( V) Vertical 10 mm (V) Horizontal & 7 mm (YV) Vertical 10 mm (V) Horizontal & 7 mm (V) Vertical 10 mm (V) Horizontal & 7 mm ( V) Vertical 10 mm (V) Horizontal & 7 mm (V4") Vertical 10 mm (V) Horizontal & 7 mm (VV) Vertical 10 mm (V) Horizontal & when depth cannot be measured from existing pavement 7 mm (7V) Vertical 10 mm CV) Horizontal & 7 mm (VV) Vertical (when vertical data needed) 30 mm (O.V) Verticals Horizontal Revised 10/08/03 Contract No. 3895 Page 47 of 117 Pages Wall® Major Structure © Footings, Bents Abutments & Wingwalls Superstructures Miscellaneous ® Contour Grading CD Utilities CD, © Channels, Dikes & Ditches CD Signs ® Subsurface Drains CD Overside Drains CD Markers ® Railings & Barriers ® AC Dikes ® Box Culverts Pavement Markers® RP + Marker Stake + Line Point +Guard Stake RP + Marker Stake + Line Point +Guard Stake RP RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake + Line Point +Guard Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake RP < 1 5 m (50') and at beginning & end of: each wall, BC & EC, layout line angle points, changes in footing dimensions &/or elevation & wall height 3 m to 10 m (10' to 33') as required by the Engineer, BC & EC, transition points & at beginning & end. Elevation points on footings at bottom of columns 3 m to 10 m (10' to 33') sufficient to use string lines, BC & EC, transition points & at beginning & end. Elevation points on footings at bottom of columns < 15m (50') < 1 5 m (50') on tangents & curves when R> 300m (1000') & < 7.5m (25') on curves when R < 300m (1000') or where grade < 0.30% intervisible & < 30 m (100'), BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities At sign location intervisible & < 15m (50'), BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities longitudinal location for asphalt street surfacing < 1 5 m (50') on tangents & curves when R> 300m (1000') & < 7.5m (251) on curves when R < 300m (1000'). At beginning & end and < 15 m (50') on angents & curves when R > 300m (1000') & < 7.5m (25') on curves when R < 300m (1000') At beginning & end 3 m to 1 0 m (1 0' to 33') as required by the Engineer, BC & EC, transition points & at beginning & end. Elevation points on footings & at invert 60 m (200') on tangents, 15m (50') on curves when R > 300m (1000') & 7.5m (25') on curves when R < 300m (1000') For PCC surfaced streets lane cold joints will suffice as appropriate as appropriate as appropriate along contour line as appropriate as appropriate Line point as appropriate At beginning & end At marker location(s) at railing & barrier location(s) as appropriate as appropriate at pavement marker location(s) 7 mm (W) Horizontal & 7 mm (V) Vertical 10 mm (V) Horizontal & 7 mm (V) Vertical 10 mm CV) Horizontal & 7 mm (1/V) Vertical 30 mm (0.1') Vertical* Horizontal 10 mm (%") Horizontal & 7 mm CU") Vertical 30 mm (0.1') Horizontal & 7 mm (V) Vertical 30 mm (0.1') Vertical & Horizontal 30mm (O.V) Horizontal & 7 mm (V) Vertical 30 mm (O.V) Horizontal & 7 mm CU") Vertical 7 mm C/t") Horizontal 10 mm CV) Horizontal & Vertical 30 mm (0.1') Horizontal & Vertical 10 mm (V) Horizontal & 7 mm (1/4") Vertical 7 mm ("A") Horizontal © Staking for feature may be omitted when adjacent marker stakes reference the offset and elevation of those features and the accuracy requirements of the RP meet the requirements for the feature ® Reference points shall be sufficiently durable and set securely enough to survive with accuracy intact throughout the installation & inspection of the features or adjacent facilities for which they provide control. RP means reference point for the purposes of this table CD Perpendicular to centerline. ® Some features are not necessarily parallel to centerline but are referenced thereto <D Multi-plane surfaced features shall be staked so as to provide line & grade information for each plane of the feature ® > means greater than, or equal to, the number following the symbol. < means less than, or equal to, the number following the symbol. ® The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for all other utilities shall be the top of their pipe or conduit. Revised 10/08/03 Contract No. 3895 Page 48 of 117 Pages All guard stakes, line stakes and lath shall be flagged. Unless otherwise approved by the Engineer flagging, paint and marking cards shall be the color specified in TABLE 2-9.2.2(6) TABLE 2-9.2.2(B) Survey Stake Color Code for Construction Staking Type of Stake Horizontal Control Vertical Control Clearing Grading Structure Drainage, Sewer, Curb Right-of-Way Miscellaneous Description Coordinated control points, control lines, control reference points, centeriine, alignments, etc. Bench marks Limits of clearing Slope, intermediate slope, abutment fill, rough grade, contour grading, final grade, etc. Bridges, sound and retaining walls, box culverts, etc. Pipe culverts, junction boxes, drop inlets, headwalls, sewer lines, storm drains, slope protection, curbs, gutters, etc. Fences, R/ W lines, easements, property monuments, etc. Signs, railings, barriers, lighting, etc. Color* White/Red White/Orange Yellow/Black Yellow White Blue White/Yellow Orange Flagging and marking cards, if used. Add the following section: 2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections 2-9.1 through 2-9.3.2 shall be included in the actual bid items requiring the survey work and no additional payment will be made. Extension of unit prices for extra work shall include full compensation for attendant survey work and no additional payment will be made. Payment for the replacement of disturbed monuments and the filing of records of survey and/or corner records, including filing fees, shall be incidental to the work necessitating the disturbance of said monuments and no additional payment will be made. 2-10 AUTHORITY OF BOARD AND ENGINEER. Add the following section: 2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies of all records in the Contractor's or subcontractor's possession pertaining to the work that the Engineer may request. Add the following section: 2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the Engineer, within San Diego County, accurate books and accounting records relative to all its activities and to contractually require all subcontractors to this Contract to do the same. The Engineer shall have the right to monitor, assess, and evaluate Contractor's and its subcontractors performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include, but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor's staff and the staff of all subcontractors to this contract. At any time during normal business hours and as often as the Engineer may deem necessary, upon reasonable advance notice, Contractor shall make available to the Engineer for examination, all of its, and all subcontractors to this contract, records with respect to all matters covered by this Contract and will permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data relating to all matters covered by this Contract. However, any such activities shall be carried out in a manner so as to not unreasonably interfere with Contractor's ongoing business operations. Contractor and all subcontractors to this contract shall maintain such data and records for as long as may be required by applicable laws and regulations. Revised 10/08/03 Contract No. 3895 Page 49 of 117 Pages SECTION 3 - CHANGES IN WORK 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.2.1 Contract Unit prices, add the following: In the case of an increase or decrease in quantity of a minor bid item in excess of 25 percent of the original quantity bid the adjustment of contract unit price for such items will be limited to that portion of the change in excess of 25 percent of the original quantity listed in the Contractor's bid proposal for this contract. Adjustments in excess of 25 percent may, at the option of the Engineer, be paid pursuant to section 3-3, Extra Work. 3-3 EXTRA WORK. 3-3.2.2 (c) Tool and Equipment Rental, second paragraph, modify as follows: Regardless of ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs shall be the edition of the, "Labor Surcharge and Equipment Rental Rates" published by CALTRANS, current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein shall be used as multipliers of the rental rates for determining the value of costs for delay to the Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of this contract. 3-3.2.3 Markup, Delete sections 3-3.2.3 (a) and (b) and replace with the following: (a) Work by Contractor. The following percentages shall be added to the Contractor's costs and shall constitute the markup for all overhead and profits: 1) Labor 20 2) Materials 15 3) Equipment Rental 15 4) Other Items and Expenditures .. 15 To the sum of the costs and markups provided for in this section, 1 percent shall be added as compensation for bonding. (b) Work by Subcontractor. When all or any part of the extra work is performed by a Subcontractor, the markup established in section 3-3.2.3(a) shall be applied to the Subcontractor's actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted portion of the extra work may be added by the Contractor. 3-3.3 Daily Reports by Contractor, add the following after the second sentence: Payment for extra work will not be made until such time that the Contractor submits completed daily reports and all supporting documents to the Engineer. 3-4 CHANGED CONDITIONS. Delete the second sentence of paragraph three, delete paragraph five (5), and add the following: The Contractor shall not be entitled to the payment of any additional compensation for any act, or failure to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of any event, thing, occurrence, or other cause, unless the Contractor shall have first given the Engineer due written notice of potential claim as hereinafter specified. Compliance with this section shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time Accounting, nor to any claim that is based on differences in measurement or errors of computation as to contract quantities. The written notice of potential claim for changed conditions shall be submitted by the Contractor to the Engineer upon their discovery and prior to the time that the Contractor performs the work giving rise to the potential claim. The Contractor's failure to give written notice of potential claim for changed conditions to the agency upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. Revised 10/08/03 Contract No. 3895 Page 50 of 117 Pages The Contractor shall provide the City with a written document containing a description of the particular circumstances giving rise to the potential claim, the reasons for which the Contractor believes additional compensation may be due and nature of any and all costs involved within 20 working days of the date of service of the written notice of potential claim for changed conditions. Verbal notifications are disallowed. The potential claim shall include the following certification relative to the California False Claims Act, Government Code Sections 12650-12655. The undersigned certifies that the above statements are made in full cognizance of the California False Claims Act, Government Code sections 12650-12655. The undersigned further understands and agrees that this potential claim, unless resolved, must be restated as a claim in response to the City's proposed final estimate in order for it to be further considered." By; Title: Date: Company Name: The Contractor's estimate of costs may be updated when actual costs are known. The Contractor shall submit substantiation of its actual costs to the Engineer within 20 working days after the affected work is completed. Failure to do so shall be sufficient cause for denial of any claim subsequently filed on the basis of said notice of potential claim. It is the intention of this section that differences between the parties arising under and by virtue of the contract be brought to the attention of the Engineer at the earliest possible time in order that such matters be settled, if possible, or other appropriate action promptly taken. 3-5 DISPUTED WORK. Add the following: The Contractor shall give the agency written notice of potential claim prior to commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in connection therewith. Delete second sentence of paragraph one and add the following: Prior to proceeding with dispute resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall attempt to resolve all disputes informally through the following dispute resolution chain of command: 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer, Construction Management & Inspection 4. City Engineer 5. City Manager Revised 10/08/03 Contract No. 3895 Page 51 of 117 Pages The Contractor shall submit a complete report within 20 working days after completion of the disputed work stating its position on the claim, the contractual basis for the claim, along with all documentation supporting the costs and all other evidentiary materials. At each level of claim or appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review the Contractor's report and respond with a position, request additional information or request that the Contractor meet and present its report. When additional information or a meeting is requested the City will provide its position within 10 working days of receipt of said additional information or Contractor's presentation of its report. The Contractor may appeal each level's position up to the City Manager after which the Contractor may proceed under the provisions of the Public Contract Code. The authority within the dispute resolution chain of command is limited to recommending a resolution to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions in the contract. All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section 20104) which is set forth below: ARTICLE 1.5 RESOLUTION OF CONSTRUCTION CLAIMS 20104. (a)(1) This article applies to all public works claims of three hundred seventy-five thousand dollars ($375,000) or less which arise between a contractor and a local agency. (2) This article shall not apply to any claims resulting from a contract between a contractor and a public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1 (commencing with Section 10240) of Chapter 1 of Part 2. (b)(1) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except that "public work" does not include any work or improvement contracted for by the state or the Regents of the University of California. (2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract for a public work and payment of which is not otherwise expressly provided for or the claimant is not otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency. (c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications for any work which may give rise to a claim under this article. (d) This article applies only to contracts entered into on or after January 1,1991. 20104.2. For any claim subject to this article, the following requirements apply: (a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b)(1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 15 days after receipt of the further documentation or within a period of time no greater than that taken by the claimant in producing the additional information, whichever is greater. Revised 10/08/03 Contract No. 3895 Page 52 of 117 Pages (c)(1) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses to the claim the local agency may have against the claimant. (2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater. (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute. (e) Following the meet and confer conference, if the claim or any portion remains in dispute, the claimant may file a claim as provided in Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time that claim is denied as a result of the meet and confer process, including any period of time utilized by the meet and confer process. (f) This article does not apply to tort claims and nothing in this article is intended nor shall be construed to change the time periods for filing tort claims or actions specified by Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. 20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article: (a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to non-binding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to select a mediator within the 15-day period, any party may petition the court to appoint the mediator. (b)(1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration. (2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed for purposes of this article shall be experienced in construction law, and, upon stipulation of the parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except in the case of arbitration where the arbitrator, for good cause, determines a different division. In no event shall these fees or expenses be paid by state or county funds. (3) In addition to Chapter 2.5 (commencing with Section 1141.10) Title 3 of Part 3 of the Code of Civil Procedure, any party who after receiving an arbitration award requests a trial de novo but does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, pay the attorney's fees of the other party arising out of the trial de novo. Revised 10/08/03 Contract No. 3895 Page 53 of 117 Pages (c) The court may, upon request by any party, order any witnesses to participate in the mediation or arbitration process. 20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract. (b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.3.1 General, add the following: The Contractor shall provide the Engineer free and safe access to any and all parts of work at any time. Such free and safe access shall include means of safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the safety of persons as contained in the State of California, California Code of Regulations, Title 8, Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such information as may be necessary to keep the Engineer fully informed regarding progress and manner of work and character of materials. Inspection or testing of the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill this Contract. 4-1.4 Test of Materials, delete the phrase, "and a reasonable amount of retesting", from the third sentence of the first paragraph. add the following: Except as specified in these Supplemental Provisions, the Agency will bear the cost of testing of locally produced materials and/or on-site workmanship where the results of such tests meet or exceed the requirements indicated in the Standard Specifications and the Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before the delivery is started. All materials proposed for use may be inspected or tested at any time during their preparation and use. If, after incorporating such materials into the Work, it is found that sources of supply that have been approved do not furnish a uniform product, or if the product from any source proves unacceptable at any time, the Contractor shall furnish approved material from other approved sources. If any product proves unacceptable after improper storage, handling or for any other reason it shall be rejected, not incorporated into the work and shall be removed from the project site all at the Contractor's expense. Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made necessary by noncompliance with the specifications shall be borne by the Contractor. 4-1.6 Trade names or Equals add the following: The Contractor is responsible for the satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution is determined to be unsatisfactory in performance, appearance, durability, compatibility with associated items, availability of repair parts and suitability of application the Contractor shall remove the substituted item and replace it with the originally specified item at no cost to the Agency. Revised 10/08/03 Contract No. 3895 Page 54 of 117 Pages Add the following section: 4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE. The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate, remove and dispose excess of all materials used to accomplish the Work. Materials shall be delivered to the site of the work only during working hours, as defined in section 6-7.2, and shall be accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor as consignee, the project name and number, address of delivery and name of consignor and a description of the material(s) shipped. Prior to storage of any materials which have been shipped to or by the Contractor to any location within the Agency's boundaries the Contractor shall provide the Engineer a copy of lease agreements for each property where such materials are stored. The lease agreement shall clearly state the term of the lease, the description of materials allowed to be stored and shall provide for the removal of the materials and restoration of the storage site within the time allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor's responsibility. Conformance to the requirements of this section, both within and outside the limits of work are a part of the Work. The Engineer shall have the right to verify the suitability of materials and their proper storage at any time during the Work. SECTION 5 - UTILITIES 5-1 LOCATION. Delete the first paragraph and substitute the following: The Agency and affected utility companies have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities which exist within the limits of the work. However, the accuracy and/or completeness of the nature, size and/or location of utilities indicated on the Plans is not guaranteed. 5-4 RELOCATION. Add the following: In conformance with section 5-6 the Contractor shall coordinate the work with utility agencies and companies. Prior to the installation of any and all utility structures within the limits of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb and gutter that is a part of the work and adjacent to the location where such utility structures are shown on the plans and are noted as being located, relocated or are otherwise shown as installed by others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate utilities that interfere with the construction, the Contractor, upon the Engineer's approval, may be permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is approved by the Engineer the Contractor shall place survey or other physical control markers sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company. Such temporary omission shall be for the Contractor's convenience and no additional compensation will be allowed therefore or for additional work, materials or delay associated with the temporary omission. The portion thus omitted shall be constructed by the Contractor immediately following the relocation of the utility involved unless otherwise directed by the Engineer. Revised 10/08/03 Contract No. 3895 Page 55 of 117 Pages 5-6 COOPERATION. Add the following: The work for this contract will be performed in two (2) phases. Phase one (1) will occur before San Diego Gas and Electric (SDG&E) removes overhead power poles within the project limits. Phase two (2) will occur after SDG&E removes the overhead power poles upon completion of wiring and powering of the new undergrounding. Contractor shall protect the existing power poles during all phases of the contract. Contractor shall coordinate with SDG&E the beginning of phase (2) construction. Contractor shall coordinate with SDG&E to connect and energize the street lights. SECTION 6 - PROSECUTION, PROGRESS AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Delete section 6-1 and substitute the following: Except as otherwise provided herein and unless otherwise prohibited by permits from other agencies as may be required by law the Contractor shall begin work within fourteen (14) calendar days after receipt of the "Notice to Proceed". Add the following section: 6-1.1 Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will set the time and location for the Preconstruction Meeting. Attendance of the Contractor's management personnel responsible for the management, administration, and execution of the project is mandatory for the meeting to be convened. Failure of the Contractor to have the Contractor's responsible project personnel attend the Preconstruction Meeting will be grounds for default by Contractor per section 6-4. No separate payment will be made for the Contractor's attendance at the meeting. The notice to proceed will only be issued on or after the completion of the preconstruction meeting. Add the following section: 6-1.2 Bar Chart. As a part of the Baseline Construction Schedule the Contractor shall prepare and submit to the Engineer a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path. Add the following section: 6-1.2.1 Engineer's Review. The Construction Schedule is subject to the review of the Engineer. The Engineer's determination that the Baseline Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions shall be a condition precedent to issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction Schedule does not meet the requirements of these specifications the Contractor shall correct the Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer's determination that the initial Construction Schedule proposed by the Contractor complies with the requirements of these supplemental provisions within thirty (30) working days after the date of the preconstruction meeting shall be grounds for termination of the contract per section 6-4. Days used by the Engineer to review the initial Construction Schedule will not be included in the 30 working days. The Engineer will review and return to the Contractor, with any comments, the Baseline Construction Schedule within 15 working days of submittal. The Baseline Construction Schedule will be returned marked as per sections 6-1.2.10.1 through 6-1.2.10.3. Revised 10/08/03 Contract No. 3895 Page 56 of 117 Pages Add the following section: 6-1.2.2 "Accepted." The Contractor may proceed with the project work upon issuance of the Notice to Proceed, and will receive payment for the schedule in accordance with section 6-1.8.1. Add the following section: 6-1.2.3 "Accepted with Comments." The Contractor may proceed with the project work upon issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the comments prior to receipt of payment per section 6-1.8.1. Add the following section: 6-1.2.4 "Not Accepted." The Contractor must resubmit the schedule incorporating the corrections and changes of the comments prior to receipt of payment per section 6-1.8.1. The Notice to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as required hereinbefore and marked "Accepted" or "Accepted with Comments" by the Engineer. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments are not submitted as required hereinbefore and marked "Accepted" by the Engineer. Add the following section: 6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the Engineer during the last week of each month to agree upon each activity's schedule status and shall submit monthly updates of the Baseline Construction Schedule confirming the agreements no later than the fifth working day of the following month. The monthly update will be submitted on hard (paper) copy. Add the following section: 6-1.3.1 Bar Chart. Each monthly update will include a chart showing individual tasks and their durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture patterns or distinctive line types to show the critical path. Add the following section: 6-1.3.2 Engineer's Review of Updated Construction Schedule. The Engineer will review and return the Updated Construction Schedule to the Contractor, with any comments, within 5 working days of submittal. The Updated Construction Schedule will be returned marked as per sections 6-1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked "Accepted with Comments" or "Not Accepted" by the Engineer will be returned to the Contractor for correction. Upon resubmittal the Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor, with any comments, within 5 working days. Failure of the Contractor to submit a monthly updated construction schedule will invoke the same consequences as the Engineer returning a monthly updated construction schedule marked "Not Accepted". Add the following section: 6-1.3.3 "Accepted." The Contractor may proceed with the project work, and will receive payment for the schedule in accordance with section 6-1.8.2. Add the following section: 6-1.3.4 "Accepted with Comments." The Contractor may proceed with the project work. The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer's comments prior to receipt of payment per section 6-1.8.2. Revised 10/08/03 Contract No. 3895 Page 57 of 117 Pages Add the following section: 6-1.3.5 "Not Accepted." The Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the corrections and changes noted in the Engineer's comments prior to receipt of payment per section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract under the provisions of section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments are not submitted and marked "Accepted" by the Engineer before the last day of the month in which the Updated Construction Schedule is due. If the Contractor fails to submit the corrected Updated Construction Schedule as required herein the Contractor may elect to proceed with the project at its own risk. Should the Contractor elect not to proceed with the project, any resulting delay, impact, or disruption to the project will be the Contractor's responsibility. Add the following section: 6-1.5 Measurement And Payment Of Construction Schedule. The Contractor's preparation, revision and maintenance of the Construction Schedule are incidental to the work and no separate payment will be made therefore. 6-2 PROSECUTION OF WORK. Add the following section: 6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and materials, and performing all operations necessary to complete the Project Work as shown on the Project Plans and as specified in the Specifications. The work includes installation of thirteen street lights and necessary appurtenances, such as pull boxes, to provide fully-operating street lights. Appendix "C" contains photographs of the street light sites to demonstrate existing conditions for street light locations W-1, W-2, W-3, W-4, W-5, W-6, W-7, W-8, E-1, E-2, E-3, E-4, and E-6. Street light E-5 is not part of this contract. The following descriptions outlining the order of work are provided for the Contractor's review and information. The descriptions for Phase 1 and 2 are overviews only and shall not relieve the Contractor from its responsibilities to perform the coordination and work in accordance with the plans and specifications. Some phases or portions of phases may overlap each other and/or occur during the same time period for work. Add the following section: 6-2.2 Roosevelt Street - Street Lighting Construction Phasing Add the following section: 6-2.2.1 Phase I. Phase I consists of installation of street lights W-1, W-3, W-5, W-6, W-7, and W-8; and, associated pull boxes, wiring, conduit, excluding conduit already in place, for fully operating street lights. Phase I shall be coordinated with SDG&E and their underground system energizing activities. Phase I street lights shall be in place and operating within thirty (30) working days after Notice to Proceed is received, or fifteen (15) working days after SDG&E completes its energizing activities. Add the following section: 6-2.2.2 Phase II. Phase II consists of installation of street lights W-2, W-4, E-1, E-2, E-3, E-4, and E-6; and, associated pull boxes, wiring, conduit, excluding conduit already in place, for fully operating street lights. Phase II occurs after wooden utility poles are removed by others from project limits. Revised 10/08/03 Contract No. 3895 Page 58 of 117 Pages Add the following section: 6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project Meetings. The Contractor's Representative shall attend each Project Meeting. The Project Representative shall be the individual determined under section 7-6, 'The Contractor's Representative", SSPWC. No separate payment for attendance of the Contractor, the Contractor's Representative or any other employee or subcontractor or subcontractor's employee at these meetings will be made. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.4 Written Notice and Report. Modify as follows: The Contractor shall provide written notice to the Engineer within two hours of the beginning of any period that the Contractor has placed any workers or equipment on standby for any reason that the Contractor has determined to be caused by the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor shall provide continuing daily written notice to the Engineer, each working day, throughout the duration of such period of delay. The initial and continuing written notices shall include the classification of each workman and supervisor and the make and modeJ of each piece of equipment placed on standby, the cumulative duration of the standby, the Contractor's opinion of the cause of the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim(s) therefore. 6-7 TIME OF COMPLETION. Add the following: The Contractor shall diligently prosecute the work to completion within ninety (90) working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. Add the following: Unless otherwise approved in writing by the Engineer, the hours of work shall be between the hours of 7:00 a.m. and 4:00 p.m. on Mondays through Fridays, excluding Agency holidays. The Contractor shall obtain the written approval of the Engineer if the Contractor desires to work outside said hours or at any time during weekends and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The Engineer may approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay the inspection costs of such work. 6-8 COMPLETION AND ACCEPTANCE. Delete the second paragraph and add the following: The Engineer will not accept the Work or any portion of the Work before all of the Work is completed and all outstanding deficiencies that may exist are corrected by the Contractor and the Engineer is satisfied that all the materials and workmanship, and all other features of the Work, meet the requirements of all of the specifications for the Work. Use, temporary, interim or permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the Engineer's judgment, the Work has been completed and is ready for acceptance the Engineer will so certify to the Agency. Upon such certification by the Engineer, the Agency may accept the completed Work. Upon the Agency's acceptance of the Work, the Engineer will cause a "Notice of Completion" to be filed in the office of the San Diego County Recorder. The date of recordation shall be the date of completion of the Work. Delete the first sentence of the third paragraph and substitute the following two sentences: All work shall be warranted for one (1) year after recordation of the "Notice of Completion" and any faulty work or materials discovered during the warranty period shall be repaired or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as a warranty bond for the one year warranty period. Revised 10/08/03 Contract No. 3895 Page 59 of 117 Pages 6-9 LIQUIDATED DAMAGES. Modify the last sentence of the first paragraph and the first sentence of the second paragraph and add the following: For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of two hundred dollars ($200). Execution of the Contract shall constitute agreement by the Agency and Contractor that two hundred dollars ($200) per day is the minimum value of costs and actual damages caused by the Contractor to complete the Work within the allotted time. Any progress payments made after the specified completion date shall not constitute a waiver of this paragraph or of any damages. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-3 LIABILITY INSURANCE. Modify as follows: All insurance is to be placed with insurers that have a rating in Best's Key Rating Guide of at least A-:V and are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. 7-4 WORKERS' COMPENSATION INSURANCE. Add the following: All insurance is to be placed with insurers that are admitted and authorized to conduct business in the state of California and are listed in the official publication of the Department of Insurance of the State of California. Policies issued by the State Compensation Fund meet the requirement for workers' compensation insurance. 7-5 PERMITS. Delete the first sentence and add the following four sentences: Except as specified herein the Contractor will obtain, at no cost to the Contractor all City of Carlsbad encroachment, right-of-way, grading and building permits necessary to perform work for this contract on Agency property, streets, or other rights-of-way. Contractor shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s) shall be included in the price bid for the appropriate bid item and no additional compensation will be allowed therefore. 7-7 COOPERATION AND COLLATERAL WORK. Add the following section: 7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies during the relocation or construction of their lines. The Contractor may be granted a time extension if, in the opinion of the Engineer, a delay is caused by the utility company. No additional compensation will be made to the Contractor for any such delay. Revised 10/08/03 Contract No. 3895 Page 60 of 117 Pages 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Add the following: Cleanup and dust control required herein shall also be executed on weekends and other non-working days when needed to preserve the health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust control throughout the duration of the Contract. The Engineer may require increased levels of cleanup and dust control that, in his/her sole discretion, are necessary to preserve the health, safety and welfare of the public. Cleanup and dust control shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.5 Temporary Light, Power and Water. Add the following: The Contractor shall obtain a construction meter for water used for the construction, plant establishment, maintenance, cleanup, testing and all other work requiring water related to this contract. The Contractor shall contact the appropriate water agency for requirements. The Contractor shall pay all costs of temporary light, power and water including hookup, service, meter and any, and all, other charges, deposits and/or fees therefore. Said costs shall be considered incidental to the items of work that they are associated with and no additional payment will be made therefore. 7-8.6 Water Pollution Control. Add the following: Contractor shall comply with the California State Water Resources Control Board (SWRCB) Order Number 99-08-DWQ, National Pollutant Discharge Elimination System (NPDES) General Permit Number CAS000002, Waste Discharge Requirements (WDR's) for Discharges of Stormwater Runoff associated with Construction Activity (General Permit) and subsequent adopted modifications and with all requirements of the Storm Water Pollution Prevention and Monitoring Plans for this project in accordance with these regulations. Add the following section: 7-8.8 Noise Control. All internal combustion engines used in the construction shall be equipped with mufflers in good repair when in use on the project with special attention to the City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access, add the following: The Contractor shall schedule the work so as to prevent damage by all traffic, including but not limited to mail delivery. The Contractor shall not schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by calling the City's contracted waste disposal company, Coast Waste Management at 929-9417. Seventy-two hours prior to the start of any construction in the public right-of-way that affects vehicular traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the impending disruption. For a full street closure, all residences and/or businesses on the affected street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the residences and/or businesses directly affected by the work shall be notified. The notification shall be hand delivered and shall state the date and time the work will begin and its anticipated duration. The notification shall list two telephone numbers that may be called to obtain additional information. One number shall be the Contractor's permanent office or field office and the other number shall be a 24-hour number answered by someone who is knowledgeable about the project. At least one of the phone numbers shall be in the (760) area code. An answering machine shall not be connected to either number. The notification shall also give a brief description of the work and simple instructions to the home or business owner on what they need to do to facilitate the construction. The Contractor shall submit the contents of the notification to the Engineer for approval. Notices shall not be distributed until approved by the Engineer. Revised 10/08/03 Contract No. 3895 Page 61 of 117 Pages For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be brightly colored with contrasting printing. The material shall be equivalent in strength and durability to 65 Ib. card stock. The printing on the notice shall be no smaller than 12 point. An example of such notice is provided in Appendix "A". In addition to the notifications, the contractor shall post no parking signs 48 hours in advance of the work being performed. The no parking signs shall state the date and time of parking restriction for a duration not to exceed the time necessary to complete the work at that location. Failure of the contractor to meet the posted date requires re-posting the no parking signs 48 hours in advance of the rescheduled work. If the work is delayed or rescheduled the no parking signs shall be removed and re-posted 48 hours in advance of the rescheduled work. The preparation, materials, printing and distribution of the notifications shall be included in the contract price bid for traffic control and the Contractor will not be entitled to any additional compensation for printing and distributing these notices. 7-10.3 Street Closures, Detours, Barricades. Modify the second paragraph as follows: After obtaining the Engineers approval and at least 5 working days before closing, detouring, partially closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the following: 1) The Engineer (760)602-2720 2) Carlsbad Fire Department Dispatch (760) 931-2197 3) Carlsbad Police Department Dispatch (760) 931-2197 4) Carlsbad Traffic Signals Maintenance (760) 438-2980 X-2937 5) Carlsbad Traffic Signals Operations (760)602-2752 6) North County Transit District (760) 967-2828 7) Waste Management (760) 929-9400 The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer's written approval prior to deviating from the requirements of 2) through, and including, 7) above. The Contractor shall obtain the written approval no less than five working days prior to placing any traffic control that affects bus stops. 7-10.3 Street Closures, Detours, Barricades. Add the following: Traffic controls shall be in accordance with the plans, Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement and these Supplemental Provisions. If any component in the traffic control system is damaged, displaced, or ceases to operate or function as specified, from any cause, during the progress of the work, the Contractor shall immediately repair said component to its original condition or replace said component and shall restore the component to its original location. In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs, markings, delineation or devices as may be required herein, the Engineer may, at his/her sole option, install the traffic signs, markings, delineation or devices and charge the Contractor twenty dollars ($25.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility, whichever is the greater. Revised 10/08/03 Contract No. 3895 Page 62 of 117 Pages Add the following section: 7-10.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control devices shall be maintained throughout the duration of work in good order and according to the approved traffic control plan. All construction area signs shall conform to the provisions of section 206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of section 214-5.1 .et seq. All temporary reflective channelizers shall conform to the provisions of section 214-5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform to the provisions of section 210-1.6 et seq. except that all temporary paint shall be rapid dry water borne conforming to section 210-1.6 for materials and section 310-5 et seq. for workmanship. Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory signs, lights and devices shall be promptly removed by the Contractor when no longer required. Warning and advisory signs that remain in place overnight shall be stationary mounted signs. Stationary signs that warn of non-existent conditions shall be removed from the traveled way and from the view of motorists in the traveled way or shielded from the view of the traveling public during such periods that their message does not pertain to existing conditions. Care shall be used in performing excavation for signs in order to protect underground facilities. All excavation required to install stationary construction area signs shall be performed by hand methods without the use of power equipment. Warning and advisory signs that are used only during working hours may be portable signs. Portable signs shall be removed from the traveled way and shielded from the view of the traveling public during non-working hours. During the hours of darkness, as defined in Division 1, Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of the Contractor, shall be in conformance with the provisions in section 206-7.2 et seq. If illuminated traffic cones rather than post-type delineators are used during the hours of darkness, they shall be affixed or covered with reflective cone sleeves as specified in CALTRANS "Standard Specifications", except the sleeves shall be 180 mm (7") long. Personal vehicles of the Contractor's employees shall not be parked within the traveled way, including any section closed to public traffic. Whenever the Contractor's vehicles or equipment are parked on the shoulder within 1.8 m (61) of a traffic lane, the shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper in advance of the parked vehicles or equipment and along the edge of the pavement at not less than 7.6 m (25') intervals to a point not less than 7.6 m (25') past the last vehicle or piece of equipment. A minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a signpost or telescoping flag tree with flags. The signpost or flag tree shall be placed where directed by the Engineer. Add the following section: 7-10.3.2 Maintaining Traffic. The Contractor's personnel shall not work closer than 1.8 m (6'), nor operate equipment within 0.6 m (2') from any traffic lane occupied by traffic. For equipment, the distance 0.6 m (2') shall be measured from the closest approach of any part of the equipment as it is operated and/or maneuvered in performing the work. This requirement may be waived when the Engineer has given written authorization to the reduction in clearance that is specific to the time, duration and location of such waiver, when such reduction is shown on the traffic control plans included in these contract documents, when such reduction is shown on the traffic control plans prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining and removing traffic control devices. As a condition of such waiver the Engineer may require the Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide barriers. During the entire construction, a minimum of one (1) paved traffic lane, not less than 12' wide, shall be open for use by public traffic in each direction of travel. Revised 10/08/03 Contract No. 3895 Page 63 of 117 Pages Add the following section: 7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing traffic lanes or pedestrian walkways in accordance with the details shown on the plans, Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement and provisions under "Maintaining Traffic" elsewhere in these Supplemental Provisions. The provisions in this section will not relieve the Contractor from its responsibility to provide such additional devices or take such measures as may be necessary to maintain public safety. When lanes are closed for only the duration of work periods, all components of the traffic control system, except portable delineators placed along open trenches or excavation adjacent to the traveled way, shall be removed from the traveled way and shoulder at the end work period. If the Contractor so elects, said components may be stored at selected central locations, approved by the Engineer, within the limits of the right-of-way. Add the following section: 7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor shall have such new or modified TCP prepared and submitted as a part of the Work for any and all construction activities that are located within the travelled way. The Contractor shall have TCP prepared and submitted as a part of the Work for any construction activities that are a part of this project that are not included in the project plans. The Contractor must submit the TCP for the Engineer's review in conformance with the requirements of section 2-5.3, et seq. and obtain the Engineer's approval of the TCP prior to implementing them. The minimum 20-day review period specified in section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP, new, modified or added to, for the Engineer's review. New or revised TCP submittals shall include all TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of features affecting the traffic control plan and the methodology proposed to transition to the subsequent TCP phase. When the vertical alignment of the travelled surface differs from the finished pavement elevation vertical curves must also be shown. Such modifications, supplements and/or new design of TCP shall meet the requirements of the Engineer and Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement and provisions. Such modification, addition, supplement, and/or new design of TCP shall be prepared by a registered professional engineer appropriately registered in the State of California. The Engineer shall be the sole judge of the suitability and quality of any such modifications, supplements, and/or new designs to TCP. The Engineer may approve any such modifications, supplements, and/or new designs to the TCP when, in the Engineer's sole opinion, such modifications, supplements, and/or new designs to the TCP prepared by the registered professional engineer retained by the Contractor will be beneficial to the best interests of the Agency. Such modification, addition, supplement, and/or new design shall not be implemented and no work shall be commenced that is contingent on such approval until the changed TCP are approved by the Engineer. The preparation of such modification, addition, supplement, and/or new designs of TCP shall not presuppose their approval or obligate the Agency in any fashion. Submittal and review requirements for such modifications, supplements, and/or new designs to TCP shall conform to the requirements of section 2-5.3 Shop Drawings and Submittals. Add the following section: 7-10.3.7 Payment. The Contractor shall prepare and implement traffic control plans and shall furnish all labor and materials to perform, install, maintain, replace and remove all traffic control as incidentals to the work with which they are associated and no other compensation will be allowed therefore. Revised 10/08/03 Contract No. 3895 Page 64 of 117 Pages Add the following section: 7-10.4.4 Safety and Protection of Workers and Public. The Contractor shall take all necessary precautions for the safety of employees on the work and shall comply with all applicable provisions of Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect and properly maintain at all times, as required by the conditions and progress of the work, all necessary safeguards for the protection of workers and public, and shall use danger signs warning against hazards created by such features of construction as protruding nails, hoists, well holes, and falling materials. 7-13 LAWS TO BE OBSERVED. Add the following: Municipal ordinances that affect this work include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. SECTION 9 -- MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK 9-1.4 Units of Measurement, modify as follows: The system of measure for this contract shall be the U.S. Standard Measures. 9-3 PAYMENT. 9-3.1 General. Delete the eighth paragraph and substitute the following: Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the "Notice of Completion". 9-3.2 Partial and Final Payment. Delete the second paragraph and substitute the following: Each month, the Engineer will make an approximate measurement of the work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on contract unit prices, completed change order work and as provided for in Section 9-2 of the Standard Specifications (SSPWC). Progress payments shall be made no later than thirty (30) calendar days after the closure date. Five (5) working days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor's information. Should the Contractor assert that additional payment is due, the Contractor shall within ten (10) days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than seven (7) days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within thirty (30) days after receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure. Revised 10/08/03 Contract No. 3895 Page 65 of 117 Pages Add paragraph 6 et seq. as follows: After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the contract bid item and change order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate. The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make written statement disputing any bid item or change order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all contract bid items and change order items. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 calendar days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in subsection 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the Contractor's claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items. 9-3.2.1 Payment for Claims. Add the following: Except for those final payment items disputed in the written statement required in subsection 9-3.2 all claims of any dollar amount shall be submitted in a written statement by the Contractor no later than the date of receipt of the final payment estimate. Those final payment items disputed in the written statement required in subsection 9-3.2 shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be considered that was not included in this written statement, nor will any claim be allowed for which written notice or protest is required under any provision of this contract including sections 3-4 Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with notice or protest requirements. The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of said claims. The Engineer will consider and determine the Contractor's claims and it will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying the claims. Payment for claims shall be processed within 30 calendar days of their resolution for those claims approved by the Engineer. The Contractor shall proceed with informal dispute resolution under subsection 3-5, Disputed Work, for those claims remaining in dispute. Add the following section: 9-3.3.1 Delivered Materials. The cost of materials and equipment delivered but not incorporated into the work will not be included in the progress estimate. Add the following section: 9-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will be included in the various items of work and no other payment will be made. Revised 10/08/03 Contract No. 3895 Page 66 of 117 Pages SUPPLEMENTAL PROVISIONS TO "GREEN BOOK" STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 2, CONSTRUCTION MATERIALS SECTION 200 - ROCK MATERIALS 200-2 UNTREATED BASE MATERIALS 200-2.1 General. Add the following: Aggregate base shall be Class 2 Aggregate Base per Caltrans Standard Specification, July 1999, Section 26: Aggregate Bases, Subsection 26-1.02A Class 2 Aggregate Base and as specified herein. Add the following section: 200-2.7 Class 2 Aggregate Base. Aggregate for Class 2 aggregate base shall be free from organic matter and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm, stable base. Aggregate may include material processed from reclaimed asphalt concrete, portland cement concrete, lean concrete base, cement treated base or a combination of any of these materials. Aggregate shall conform to the grading and quality requirements shown in the following tables. At the option of the Contractor, the grading for either the 11/2-inch maximum or 3/4 inch maximum shall be used, except that once a grading is selected it shall not be changed without the Engineer's written approval. AGGREGATE GRADING REQUIREMENTS Percentage Passing 11/2" Maximum 3/4" Maximum Operating Operating Sieve Sizes Range Range 2" 100 — 11/2" 90-100 — 1" — 100 3/4" 50-85 90-100 No. 4 25-45 35-60 No. 30 10-25 10-30 No. 200 2-9 2-9 QUALITY REQUIREMENTS Operating Tests Range Resistance (R-value) 78 Min. Sand Equivalent 25 Min. Durability Index 35 Min. The aggregate shall not be treated with lime, cement or other chemical material before the Durability Index test is performed. Revised 10/08/03 Contract No. 3895 Page 67 of 117 Pages If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for "Operating Range" but meet the "Contract Compliance" requirements, placement of the aggregate base may be continued for the remainder of that day. However, another day's work may not be started until tests, or other information, indicate to the satisfaction of the Engineer that the next material to be used in the work will comply with the requirements specified for "Operating Range." If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for "Contract Compliance," the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the aggregate base may remain in place and the Contractor shall pay to the City $2.25 per cubic yard for such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do not conform to the "Contract Compliance" requirements, only one adjustment shall apply. No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one day's production, whichever is smaller. SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS 201-1 PORTLAND CEMENT CONCRETE TABLE 201 -1.1.2(A) Modify as follows: TABLE 201-1.1.2(A)(3) PORTLAND CEMENT CONCRETE Type of Construction All Concrete Used Within the Right-of-Way Trench Backfill Slurry Street Light Foundations and Survey Monuments Traffic Signal Foundations Concreted-Rock Erosion Protection Concrete Class 330-C-23 (560-C-3250) (1) 115-E-3 (190-E-400) 330-C-23 (560-C-3250) 350-C-27 (590-C-3750) 310-C-17 (520-C-2500P) Maximum Slump mm (Inches) (2) 200 (8") 100 (4") 100 (4") per Table 300-1 1.3.1 (1) Except that concrete required to be of higher strength by Table 201-1.1.2(A) SSPWC shall be as per Table 201 -1.1.2(A) SSPWC. (2) As per Table 201 -1.1.2(A) SSPWC. (3) Portions of Table 201-1.1.2(A) of the Standard Specifications for Public Works Construction not shown herein as changed are not affected by this table. 201-1.2 Materials. 201-1.2.4(a) Integral Colored Concrete. Add the following: Integral color shall consist of colored admixtures developed for use in ready mixed concrete. The product shall be made of the highest quality pigments, as well as other ingredients designed to enhance the color and improve the pigment dispersion, workability and finishing performance of the concrete. Integral color pigments shall meet or exceed ASTM-C-979. The coloring method shall be designed for concrete flatwork applications (salt finished, broom finishes, rotary finishes), as well as vertical surfaces, and other types of architectural concrete. Pigment shall be a permanent coloration, uniform throughout the concrete surface and interior, and shall be highly UV and fade resistant. Revised 10/08/03 Contract No. 3895 Page 68 of 117 Pages Integral colored concrete shall be cured with QC Color Cure color matched to the concrete (see product information bulletin). Provide sample panel submittals of all colors to be used in the installation on identical surfaces for approval by Resident Engineer. Contractor shall provide a maintenance schedule for integral colored concrete. Admixture for all integral colored concrete paving in medians and other integral colored concrete shall be the following: Color shall match adjacent concrete structures. Admixture products and procedures for installation shall be in strict accordance with the manufacturer's specifications and recommendations, and those published by the American Concrete Institute (ACI) and the Portland Cement Association (PCA). 201-1.2.4 Chemical Admixtures, (e) Air-Entraining Admixtures. Substitute the following: The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test Method No. 504. Add the following: 201-1.6 Finish shall match adjacent concrete. Add the following: 201-1.7 Miscellaneous Concrete Finishing Products. 201-1.7.1 Water Base Penetrating Sealer for Integral Colored Concrete. (Scofield Colorcure Concrete Sealer or approved equal) Water base penetrating sealer shall be a sealer designed for the protection of imprinted and natural concrete. Water base penetrating sealer shall be a sealer designed for the protection of imprinted, colored and natural concrete, and other masonry surfaces to preserve the natural appearance of the masonry without darkening or adding gloss to the surface. It shall preserve the natural slip resistance of the concrete, etc. Sealer shall repel spills and soils, minimizing staining and maintenance. Seal shall leave no visible material on the surface and shall be absorbed and locked into the pores of the masonry, repelling liquids and soils but leaving the top surface natural in appearance. Install per manufacturer's directions. Seal shall be compatible with the surfaces and materials which it is applied. Concrete sealer shall conform to the following specifications: Color: Clear, non-yellowing Odor: Mild Flash Point: None (C.O.C. method) Specif icGrav.: 1.03 Density: 8.6 pounds per gallon Drying Time: 30 minutes to 60 minutes Cure Time: 24 to 48 hours VOC Content: None (0 g/l) excluding water Polymer Type: Proprietary Reactive Resin System Coverages (approximate): Smooth Concrete: 300 to 400 square feet per gallon Rough Concrete: 200 to 300 square feet per gallon Note: Coverages vary depending on porosity and condition of surface and method of application. Revised 10/08/03 Contract No. 3895 Page 69 of 117 Pages Method of: Airless sprayer. Application Manufacturer: Scofield Chromix Admixtures for color-conditioned concrete, or approved equal L.M. Scofield Company 6533 Bandini Boulevard Los Angeles, CA 90040 1-800-800-9900 All materials shall be furnished, prepared, applied, cured, and stored according to the product manufacturer's direction. 201*1.2.4 Chemical Admixtures, (e) Air-entraining Admixtures. Substitute the following: The air content shall not deviate from the percentage specified or permitted by more than 1-1/2 percentage points. The air content of freshly mixed concrete will be determined by California Test Method No. 504. 201-3 EXPANSION JOINT FILLER AND JOINT SEALANTS. Add the following: 201-3.4 Type "A" Sealant (Two-Part Polyurethane Sealant). Add the following: All finished concrete surfaces shall have a Vz" continuous expansion joint at locations indicated on the plans and notes and shall be located either parallel to perpendicular to the curb line. When not otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type "A" and colored to match the color of the concrete surface. Contractor shall provide joint sealants that have been produced and installed to establish and to maintain watertight and airtight continuous seals without causing staining or deterioration of joint substrates. Contractor shall submit product data from the manufacturer of each joint sealant product required, including instructions for joint preparation and joint sealer application. Contractor shall also submit samples for initial selection purposes in form of manufacturer's standard bead samples, consisting of strips of actual products showing full range of colors available, for each product exposed to view. Samples shall be submitted to Engineer. Submit complete schedule of type (and location where type is to be used) of each sealant. Contractor shall engage an experienced installer who has completed joint sealant applications similar in material, design and extent to that indicated for Project that have resulted in construction with a record of successful in-service performance. Provide joint sealants, joint fillers, and other related materials that are compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. Provide color selections made by Engineer from manufacturer's full range of standard colors for products of type indicated. Sealant color parallel to curbline shall match color of Paving Treatment Type "A" as specified in Section 201-1.2.4(a) of these Special Provisions. Joint sealants shall be multi-component polyurethane sealant. Except as otherwise indicated, provide manufacturer's standard, non-modified, 2-or-more-part, polyurethane-based, elastomeric sealant; complying with either ASTM-C-920-87, Type M, Grade P, Class 25, or FS TT-S 0227E Class A, non-sag, Type II. Revised 10/08/03 Contract No. 3895 Page 70 of 117 Pages Acceptable Products: "Sonneborn NPII"; Sonneborn Building Products Division; "Scofield Lithoseal Trafficalk 3-G", L.M. Scofield Company; or equivalent, as approved by the Engineer. Provide sealant backings of material and type that are nonstaining; are compatible with joint substrates, sealants, primers and other joint fillers; and are approved for applications indicated by sealant manufacturer based on field experience and laboratory testing. Plastic foam joint fillers shall be preformed, compressible, resilient, nonstaining, nonwaxing, nonextruding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only. Polystyrene foam is not acceptable. 201-3.6 Type "C" Sealant (Asphalt-Latex Emulsion Joint Sealant). First paragraph, 2nd sentence, delete Grade AR-1000 and replace with Performance Grade PG-64-10 SECTION 203 - BITUMINOUS MATERIALS 203-1 PAVING ASPHALT DELETE section 203-1.2 and ADD the following: 203-1.2 Testing Requirements. Asphalt shall be specified by performance grade and shall conform to the requirements in Table 203.1.2 (A). TABLE 203-1 .2 (A) _ . AASHTOGrade Test PG58-22 PG64-10 PG64-16 PG64-28 PG70-10 Original Binder Flash Point, °C, minimum Solubility, %, minimum Viscosity, 135°C,Pa-s, maximum8 Dynamic Shear Test Temperature, °C Dynamic Shear, 1 0 rad/s, GVSinS, kPa, minimum T48 T44 T316 T315 T315 230 99.0 3.0 58 1.00 230 99.0 3.0 64 1.00 230 99.0 3.0 64 1.00 230 99.0 3.0 64 1.00 230 99.0 3.0 70 1.00 RTFO Aged Binder Mass Loss, %, maximum Dynamic Shear Test Temperature, °C Dynamic Shear, 10 rad/s, GVSinS, kPa, minimum Ductility, 25°C, 5 cm/min, cm, minimum T240 T315 T315 T51 1.00 58 2.20 75 1.00 64 2.20 75 1.00 64 2.20 75 1.00 64 2.20 75 1.00 70 2.20 75 RTFO and PAV Aged Binder PAV Aging Temperature, °C R28 100 100 100 100 110 Revised 10/08/03 Contract No. 3895 Page 71 of 117 Pages Dynamic Shear Test Temperature, °C Dynamic Shear, 10 rad/s, G*-Sin6, kPa, maximum Bending Beam Test Temperature, °C Creep Stiffness, MPa, maximum m-value, minimum T315 T315 T313 T313 T313 22b 5000 -12 300 0.300 31b 5000 0 300 0.300 28b 5000 -6 300 0.300 22b 5000 -18 300 0.300 34b 5000 0 300 0.300 Notes: "This requirement may be waived at the discretion of the specifying agency if the supplier warrants that the asphalt binder can be adequately pumped and mixed at temperatures that meet all applicable safety standards blf the PAV aged binder exceeds 5000 kPa at the designated test temperature, it will be deemed acceptable if it is . less than 5000 kPa when tested at a 3°C higher test temperature 203-1.3 Test Reports and Certifications. First paragraph, last sentence modify as follows: The certified test reports and the testing required in connection with the reports shall be submitted at no cost to the Agency in accordance with 2-5.3.4. Add the following: Asphalt shall be supplied by a California Department of Transportation approved vendors or as specified in the Special Provisions. 203-1.4 Temperature. Delete table 203-1.4 (A) and replace with the following: TABLE 203-1.4 (A) ASPHALT GRADE PG 70-10 PG 64-28 PG64-16 PG 64-10 PG 58-22 PLANT MIXING TEMPERATURE °C ( °F) Minimum 150 (300) 135 (275) 135 (275) 135 (275) 135 (275) Maximum 175 (350) 160(325) 160(325) 160(325) 160(325) DISTRIBUTION APPLICATION TEMPERATURE °C ( °F) Minimum 140 (285) 140 (285) 140 (285) 140 (285) 140 (285) Maximum 175 (350) 175 (350) 175 (350) 175 (350) 175 (350) 203-1.6 Measurement and Payment. Delete Table 203-1.6 (A) and replace with the following: TABLE 203-1.4 (A) Grade of Material PG 70-10 PG 64-28 PG64-16 PG 64-10 PG 58-22 Liters Per Tonne at 15°C (Gallons Per Ton at 60°F) 981 (235) 981 (235) 981 (235) 981 (235) 981 (235) Grams per Liter At 15°C (Lbs. Per Gallon at 60°F) 1020(8.51) 1020(8.51) 1020(8.51) 1020(8.51) 1020(8.51) Revised 10/08/03 Contract No. 3895 Page 72 of 117 Pages 203-6 ASPHALT CONCRETE. DELETE sections 203-6.2 and 203-6.3.2 and ADD the following: 203-6.1 General. Second paragraph, first sentence modify as follows: delete "C2-AR-4000" and replace with "C2-PG 64-10". Second paragraph, second sentence delete "C2-AR4000-RAP" and replace with "C2-PG 64-10 RAP". Add the following: The Contractor shall submit a design mix report and verification data for review by the Engineer for each source of supply and type of mixture specified. The design mix report shall indicate the results of all testing requirements identified in sections 203-1.2 and 203-6.3 of the standard specifications for public works construction and these special provisions. DELETE sections 203-6.2 and 203-6.3.2 and ADD the following: 203-6.2 Materials. Add the following: Asphalt concrete shall be class C2-PG64-10 for surface course, and B-PG64-10 for base course. Asphalt concrete shall be class D2-PG70-10 for dikes and class E-PG70-10 ditches. 203-6.3.2 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that confirms the production of a particular mix design and verifies using samples of aggregate taken before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with Calif. Test 125. When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size samples shall be taken to ensure representative and adequate quantity of material for: 1. Asphalt Content and Gradation of Extraction using Calif. Test 382 or ASTM 2172, and Calif. Test 202. 2. Stability1 using: a. Stabilometer Value2 using Calif. Test 366 and shall be the average of three individual Stabilometer Values And/or b. Marshall Stability in accordance with the Asphalt Institute's MS-2 fabricated and tested for traffic volume and shall be the average of three specimens. Stability will be waived provided the extracted asphalt concrete is within +1-.5 of mix design and the extracted gradation complies with Table 203-6.3.2 (A). 2Use Marshall Stability when the deviation between individual Stabilometer Values are greater than +/-4. When using core sample analysis, the samples must be properly prepared to safeguard against influx of outside contaminates and so that the cut surfaces do not influence the test results. The amount of asphalt binder used in asphalt concrete placed in dikes, gutters, gutter flares, overside drains and aprons at the ends of drainage structures shall be increased one percent by mass of the aggregate over the amount of asphalt binder determined for use in asphalt concrete placed on the traveled way. Revised 10/08/03 Contract No. 3895 Page 73 of 117 Pages 203-6.3.3 Acceptance. Wet Mix or Core sampled asphalt concrete will be considered in conformance with the mix design when the asphalt content is within +/-.S of the design mix and the gradation conforms to the grading as shown in Table 203-6.3.2 (A). Deviations in gradation may be considered in conformance with the mix design provided the stability of the completed mix complies with the requirements for Stabilometer Value per Table 203-6.3.2 (A) Marshall Stability using Asphalt Institute MS-2. Plant inspected asphalt concrete will be considered in conformance with the mix design when visually inspected and the combined gradation of the Bin samples show conformance to the grading as shown in Table 203-6.3.2 (A). 203-6.7.1 General. Second paragraph, add after D 2172: "method A or B." 203-6.7.2, Batch Plant Method, modify as follows: Third paragraph, last sentence, delete "and from the Engineer's field laboratory". 203-6.8 Asphalt Concrete Storage, add the following: Open graded asphalt concrete stored in excess of 2 hours, and any other asphalt concrete stored in excess of 18 hours, shall not be used in the work. 203-7.1 General. Second paragraph, delete C2-AR-4000-RAC and replace with C2- PG 64-10- RAC. 203-7.2.2 Reclaimed Asphalt Pavement. Second paragraph, delete "asphalt viscosity" and replace with "performance grade." 203-7.2.3 RAC Bituminous Material. Delete last paragraph and replace with the following: The test results for RAC binder shall meet the RTFO and PAV test requirements in 203-1.2 (A) for the PG grade specified. 203-10.2.1 Asphalt. Delete "Viscosity Grade AR-4000" and replace with "Performance Grade PG 64-10." 203-10.2.4 Composition and Grading. Delete "III-C3-AR4000" and replace with "III-C3-PG 64-10." Revised 10/08/03 Contract No. 3895 Page 74 of 117 Pages SECTION 206 - MISCELLANEOUS METAL ITEMS Add the following section: 206-7 TRAFFIC SIGNS. Add the following section: 206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the Contractor's performance of the Work. Temporary traffic signs include portable signs. Add the following section: 206-7.2.1 General. Materials, legend, proportion, size, and fabrication of all temporary traffic signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall conform to the requirements of "Specifications For Reflective Sheeting Signs, October 1993", Sheets 1 through 5 that accompany "Specifications For Reflective Sheeting Signs, October 1993" of dimensions and details, dated April 1987, and "OPAQUE COLOR CHART", dated February 1980, all published by the State of California, Department of Transportation, Division of Procurement Services, Office of Material Operations, 1900 Royal Oaks Drive, Sacramento, CA 95819 and as modified herein. Where The "Specification For Reflective Sheeting Signs, October 1993" require the Contractor or supplier to notify the Department of Transportation or to certify compliance to said "Specifications For Reflective Sheeting Signs, October 1993", to provide a quality control program or to allow testing, approval, observation of manufacturing or assembly operations by the State of California, Department of Transportation and/or its employees or officials, such rights shall be vested in the Engineer. Add the following section: 206-7.2.2 Drawings. Modify the "Specifications For Reflective Sheeting Signs, October 1993" as follows: Standard temporary traffic signs shall be as per the most recently approved "Approved Sign Specification Sheets" of the State of California, Department of Transportation. The date of approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date of the "Notice to Proceed" of this contract, whichever is most recent. Add the following section: 206-7.2.3 Reflective Sheeting. Modify the "Specifications For Reflective Sheeting Signs, October 1993" as follows: All advisory signs, warning signs and all regulatory signs shall be fabricated with Type III encapsulated lens sheeting conforming to the requirements of this specification. Add the following section: 206-7.2.4 Substrate. Modify the "Specifications For Reflective Sheeting Signs, October 1993" as follows: Excepting only construction warning signs used at a single location during daylight hours for not more than five (5) consecutive days, all signs used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall be stationary mounted and shall use aluminum substrate. Add the following section: 206-7.2.5 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of a base, standard or framework and a sign panel. The units shall be capable of being delivered to the site of use and placed in immediate operation. Sign panels for portable signs shall conform to the requirements of sign panels for stationary mounted signs in the "Specifications For Reflective Sheeting Signs, October 1993, or shall be cotton drill fabric, flexible industrial nylon fabric, or other approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and legend requirements for portable signs shall be as described for stationary mounted sign panels in section 206-7.2 of these Supplemental Provisions. The height to the bottom of the sign panel above the edge of traveled way shall be at least 0.3-m (12"). All parts of the sign standard or framework shall be finished with 2 applications of orange enamel which will match the color of the sign panel background. Testing of paint will not be required. Revised 10/08/03 Contract No. 3895 Page 75 of 117 Pages SECTION 209 - ELECTRICAL COMPONENTS 209 ELECTRICAL COMPONENTS. Modify as follows: Section 209, "Signals, Lighting and Traffic Electrical Systems", herein, shall replace Section 209, "Electrical Components", of the SSPWC in all matters pertaining to the specifications for measurement, payment, warranty, and materials and methods of construction for all elements of street lighting and traffic signals. For electrical components provided and installed in systems not including street lighting and traffic signals section 209 SSPWC is unmodified except as specified in sections other than section 209, "Signals, Lighting and Electrical Systems", herein. For section 209, "Signals, Lighting and Traffic Electrical Systems", for all elements of street lighting and traffic signals both construction materials and construction methods have been combined into a single section. SECTION 209 - SIGNALS, LIGHTING AND TRAFFIC ELECTRICAL SYSTEMS 209-1 GENERAL 209-1.01 Description. Signals, lighting and electrical systems work shall consist of furnishing and installing, modifying or removing one or more traffic signals, traffic signal master controller assemblies and interconnection facilities, flashing beacon systems, lighting systems, sign illumination systems, traffic monitoring stations, communication systems, electrical equipment in structures, falsework lighting, provisions for future systems, or combinations thereof, all as shown on the plans, and as specified in these special provisions. The locations of signals, beacons, standards, lighting fixtures, signs, controls, services and appurtenances shown on the plans are approximate and the exact locations will be established by the Engineer in the field. Ail systems shall be complete and in operating condition at the time of acceptance of the contract. 209-1.015 Definitions. The following definitions pertain only to Section 209, "Signals, Lighting and Traffic Electrical Systems." Actuation. — The operation of any type of detector. Burn-In Procedure. — The procedure by which each LED signal module is energized for a minimum of 24 hours at operating voltage at a 100% duty cycle, and in an ambient temperature of 60eC (140BF). Candlepower Values. — Luminous intensity expressed in candelas (cd). Channel. — A discrete information path. Chromaticity (Color). — The color of the light emitted by a signal module, specified as x-y chromaticity coordinates on the chromaticity diagram according to the 1931 Commission Internationale d'Eclairage standard observer and coordinate system. The measured chromaticity coordinates shall fall within the limits specified in VTCSH Section 8.04 "Limits of Chromaticity Coordinates." Controller Assembly. — The complete assembly for controlling the operation of a traffic signal or other system, consisting of a controller unit, and all auxiliary equipment housed in a rainproof cabi- net. Revised 10/08/03 Contract No. 3895 Page 76 of 117 Pages Controller Unit. — That part of the controller assembly which performs the basic timing and logic functions. Detector. — A device for indicating the passage or presence of vehicles or pedestrians. Duty Cycle. — The amount of illuminated on-time a signal module is energized, expressed as a percent of signal cycle time period. Electrolier. — The complete assembly of lighting standard, luminaire, ballast and lamp. Flasher. — A device used to open and close signal circuits at a repetitive rate. Flashing Beacon Control Assembly. — A complete electrical mechanism for operating a warning beacon or intersection control beacon. Inductive Loop Vehicle Detector. —A detector capable of being actuated by the change of inductance caused by a vehicle passing over or standing over the loop. Integrating Photometer. — An instrument used in measuring the intensity of light that enables total luminous flux to be determined by a single measurement. LED Light Source. — An individual light emitting diode. LED Signal Module. — A sealed circular ball or arrow that includes the lens and utilizes LED devices as the light source. An LED signal module may directly replace an existing traffic signal lamp and lens combination. Lighting Standard.— The pole and mast arm which support the luminaire. Luminaire.— The assembly which houses the light source and controls the light emitted from the light source. Magnetic Vehicle Detector.— A detector capable of being actuated by the induced voltage caused by the passage of a vehicle through the earth's magnetic field. Magnetometer Vehicle Detector.— A detector capable of being actuated by the magnetic disturbance caused by the passage or presence of a vehicle. Major Street.— The roadway approach or approaches at an intersection normally carrying the major volume of vehicular traffic. Minimum Intensity. — In accordance with the values in Table 1 of the existing "Vehicle Traffic Control Signal Heads", hereinafter VTCSH standard, the minimum intensity values below which no LED signal modules will be released from the supplier. Minor Street.— The roadway approach or approaches at an intersection normally carrying the minor volume of vehicular traffic. Pedestrian Detector.— A detector, usually of the push button type, capable of being operated by hand. Plans. — For this Section (Section 209) plans shall include all documents listed in Section 2.5, "Plans and Specifications", et seq. as well as the "STANDARD PLANS", 2002 edition as promulgated by the State of California, Department of Transportation. Power Consumption. — The rms electrical power (watts) consumed by an LED signal module when operated at rated voltage. Pre-timed Controller Assembly.— A controller assembly for operating traffic signals in accordance with a pre-determined cycle length. Rated Initial Intensity. — The light intensity of a new LED signal module, operated at rated voltage, measured after the burn-in procedure with an integrating photometer. Revised 10/08/03 Contract No. 3895 Page 77 of 117 Pages Rated Voltage. — The ac rms voltage at which light output performance and power consumption are specified (117 VAC at 60 Hz). Signal Face.— That part of a signal head provided for controlling traffic in a single direction and consisting of one or more signal sections. Signal Head.— An assembly containing one or more signal faces. Signal Indication.— The illumination of a signal section or other device, or of a combination of sections or other devices at the same time. Signal Section.— A complete unit for providing a signal indication consisting of a housing, lens, reflector, lamp receptacle and lamp. Sun Phantom. — The effect of an outside light source entering the signal assembly and being returned in such a manner as to present the appearance of the signal assembly being illuminated. Traffic-Actuated Controller Assembly. —A controller assembly for operating traffic signals in accordance with the varying demands of traffic as registered with the controller unit by detectors. Traffic Phase.— The right of way, change and clearance intervals assigned to a traffic movement or combination of movements. Vehicle.— Any motor vehicle normally licensed for highway use. VTCSH Standard. — The definitions and practices described in 'Vehicle Traffic Control Signal Heads" published in the "Equipment and Materials Standards" of the Institute of Transportation Engineers. 209-1.02 Regulations and Code. All electrical equipment shall conform to the standards of the National Electrical Manufacturers Association (NEMA), the Underwriters' Laboratories Inc. (UL), the Electrical Testing Laboratories (ETL), the National Electrical Testing Association, Inc. (NETA), or the Electronic Industries Association (EIA), wherever applicable. In addition to the requirements of the plans, these special provisions, all materials and workmanship shall conform to the requirements of the National Electrical Code 1996 edition, hereinafter referred to as the Code; California Code of Regulations, Title 8, Chapter 4, Subchapter 5, Electrical Safety Orders; Rules for Overhead Electrical Line Construction, General Order No. 95 of the Public Utilities Commission; Standards of the American Society for Testing and Materials (ASTM); American National Standards Institute (ANSI); and any local ordinances which may apply. Wherever reference is made to any of the standards mentioned above, the reference shall be construed to mean the code, order, or standard that is in effect on the day the Notice to Contractors for the work is dated. 209-1.03 Equipment List and Drawings. Unless otherwise permitted in writing by the Engineer, the Contractor shall, within 15 days following award of the contract, submit to the Engineer for review a list of equipment and materials which the Contractor proposes to install as specified in Section 2- 5.3, "Shop Drawings and Submittals." The list shall be complete as to name of manufacturer, size and identifying number of each item. The list shall be supplemented by such other data as may be required, including schematic wiring diagrams and scale drawings of cabinets showing location and spacing of shelves, terminal blocks and equipment, including dimensioning. All of the above data shall be submitted, install as specified in Section 2-5.3, "Shop Drawings and Submittals", for review. Where electrical equipment is constructed as detailed on the plans, the submission of detailed drawings and diagrams will not be required. Reviser* 10/08/03 Contract No. 3895 Page 78 of 117 Pages The Contractor shall furnish 5 sets of controller cabinet schematic wiring diagrams made by (1) wet blueprint, white background process using iron-sensitized paper, (2) the offset lithograph process, or (3) the electrostatic process. The diagrams shall show the location of the installation and shall list all equipment installed in each controller cabinet. In addition, for each signal installation, the Contractor shall furnish an intersection sketch showing poles, detectors, field wire connection terminals and phasing as shown on the plans. All schematic wiring diagrams of the controller units and auxiliary equipment, all cabinet diagrams, and all operation manuals shall be submitted at the time the controller assemblies are delivered for testing. The schematic wiring diagram shall show in detail all circuits and parts. All parts shown thereon shall be identified by name or number and in such manner as to be readily interpreted. All diagrams, plans and drawings shall be prepared using graphic symbols shown in ANSI publication Y32.2, entitled "IEEE Standard and American National Standard Graphic Symbols for Electrical and Electronic Diagrams." 209-1.04 Warranties, Guaranties and Instruction Sheets. Manufacturers' warranties and guaranties furnished for materials used in the work and instruction sheets and parts lists supplied with materials shall be delivered to the Engineer prior to acceptance of the project. 209-1.05 Maintaining Existing and Temporary Electrical Systems. Existing electrical systems (traffic signal, street lighting, flashing beacon, traffic monitoring, sign illumination and other facilities), or approved temporary replacements thereof, shall be kept in effective operation for the benefit of the traveling public during the progress of the work, except when shutdown is permitted, to allow for alterations or final removal of the systems. The traffic signal shutdowns shall be limited to normal working hours. Lighting system shutdowns shall not interfere with the regular lighting schedule, unless otherwise permitted by the Engineer. The Contractor shall notify the Engineer prior to performing any work on existing systems. The Contractor shall notify the local traffic enforcement agency prior to any operational shutdown of a traffic signal. Where an existing system or temporary system is being modified, work not shown on the plans or specified in these special provisions and which is considered by the Engineer as necessary to keep all or any part of the system in effective operation will be paid for as extra work as provided in Section 3-3 "Extra Work." The Agency will: 1) Continue the operation and maintenance of existing electrical facilities. 2) Continue to provide for electrical energy for the operation of existing electrical facilities. 3) Repair or replace existing facilities damaged by public traffic. 4) Pay the cost of electrical energy for the operation of existing or new facilities that are undergoing the functional tests described in Section 209-2.14C, "Functional Testing." The Contractor shall ascertain the exact location and depth of existing detectors, conduits, pull boxes and other electrical facilities before using any tools or equipment that may damage those facilities or interfere with any electrical system. Where damage is caused by the Contractor's operations, the Contractor shall, at the Contractor's expense, repair or replace damaged facilities promptly in accordance with these specifications. If any existing loop conductor, including the portion leading to the detector hand hole or termination pull box, is damaged by the Contractor's operations, the Contractor shall immediately notify the Engineer. The affected detectors shall be replaced at the Contractor's expense and as directed by the Engineer within 24 hours. If the Contractor fails to complete the repairs within this period, the repairs will be made by Agency forces at the Contractor's expense. Should the Contractor fail to perform the required repairs or replacements, the cost of performing the repairs or replacements will be deducted from any moneys due or to become due the Contractor. Revised 10/08/03 Contract No. 3895 Page 79 of 117 Pages Where roadways are to remain open to traffic and existing lighting systems are to be modified, the lighting systems shall remain in operation and the final connection to the modified circuit shall be made so that the modified circuit will be in operation by nightfall of the same day. Temporary electrical installations shall be kept in effective operation until the temporary installations are no longer required for the traveling public. Removal of temporary installations shall conform to the provisions in Section 209-7, "Removing, Reinstalling or Salvaging Electrical Equipment." These provisions will not relieve the Contractor in any manner of the Contractor's responsibilities as provided in Sections 4-1.1, "General" and 4-1.2, "Protection of Work and Materials." During traffic signal system shutdown the Contractor shall place "STOP AHEAD" and "STOP" signs to direct vehicle and pedestrian traffic through the intersection. All signal faces shall be covered when the system is shut down overnight. Temporary "STOP AHEAD" and "STOP" signs shall be either covered or removed when the system is turned on. "STOP AHEAD" and "STOP" signs shall be furnished by the Contractor and shall conform to the provisions in Section 7-10.3, "Street Closures, Detours, Barricades." Minimum size of "STOP" signs shall be 750 mm (30"). One "STOP AHEAD" sign and one "STOP" sign shall be placed for each direction of traffic. For two, or more, lane approaches, two "STOP" signs shall be placed for each direction of traffic. Location of the signs shall be as directed by the Engineer. 209-1.06 Scheduling of Work. No above ground work, except service equipment, shall be performed until the Contractor has all materials on hand to complete that particular signal location or lighting circuit. Work shall be so scheduled that each traffic signal, lighting and sign illumination system shall be completed and ready for operation prior to opening the corresponding section of the roadway to traffic. Traffic signals shall not be placed in operation for use by public traffic without the written approval of the Engineer. The Contractor shall obtain the written approval of the Engineer no less than three days prior to placing any traffic signal in operation. Traffic signals shall not be placed in operation for use by public traffic without the energizing of street lighting at the intersection to be controlled if street lighting exists or is being installed in conjunction with the traffic signals. Traffic signals shall not be placed in operation until the roadways to be controlled are open to public traffic, unless otherwise directed by the Engineer. Lighting and traffic signals shall not be placed in operation, including flashing operation, prior to commencement of the functional test period specified in Section 209-2.14, 'Testing," unless ordered otherwise by the Engineer. Conductors shall not be pulled into conduit until pull boxes are set to grade, crushed rock sumps installed and metallic conduit bonded. In vehicular undercrossings, soffit lights shall be placed in operation as soon as practicable after falsework has been removed from the structure. Lighting for pedestrian structures shall be placed in operation prior to opening the structure to pedestrian traffic. If the Engineer orders soffit lights or lighting for pedestrian structures placed in operation before permanent power service is available, the cost of installing and removing temporary power service will be paid for as extra work as provided in Section 3-3, "Extra Work." The initial turn-on shall be made only between the hours of 9:00 a.m. and 2:00 p.m. and Tuesday through Thursday unless otherwise approved, in writing, by the Engineer. Prior to turn-on, all equipment as shown on the plans shall be installed and operable including pedestrian signals, pedestrian push buttons, vehicle detectors, lighting, signs and pavement delineation. All louvers, visors, and signal faces shall be directed to provide maximum visibility. Functional tests shall start on any working day except Friday, or the day preceding a legal holiday. Revised 10/08/03 Contract No. 3895 Page 80 of 117 Pages 209-1.07 Safety Precautions. Attention is directed to Section 7-10.4.1, "Safety Orders." Before starting work on existing series street lighting circuits, the Contractor shall obtain daily a safety circuit clearance from the serving utility. By-pass switch plugs shall be pulled and "Men at Work" signs posted at switch boxes before any work is done. 209-2 MATERIALS AND INSTALLATION 209-2.01 Excavating and Backfilling. The excavations required for the installation of conduit, foundations, and other appurtenances shall be performed in such a manner as to avoid any unnecessary damage to streets, sidewalks, landscaping, and other improvements. The trenches shall not be excavated wider than necessary for the proper installation of the electrical appurtenances and foundations. Excavation shall not be performed until immediately before installation of conduit and other appurtenances. The material from the excavation shall be placed in a position that will not cause damage or obstruction to vehicular and pedestrian traffic nor interfere with surface drainage. Unless otherwise permitted in writing by the Engineer, all surplus excavated material shall be removed and disposed of, within 48 hours, outside the public right of way in accordance with the provisions in Sections 7-8.1, "Cleanup and Dust Control", 300-1.3, "Removal and Disposal of Materials" and 302-6, "Surplus Material", depending on the origin and nature of the materials to be removed and disposed. The excavations shall be backfilled in conformance with the provisions in Sections 300-3.5, "Structure Backfill" or 306-1.3, "Backfill and Densification," depending on the nature of the structure or conduit that the excavation being backfilled accommodates. Excavations after backfilling shall be kept well filled and maintained in a smooth and well-drained condition until permanent repairs are made. All excavations shall be filled, and sidewalks, pavement, and landscaping restored at each intersection prior to excavating at any other intersection, unless otherwise permitted by the Engineer. Excavations in the street or highway shall be performed in such a manner that not more than one traffic lane is restricted at any time, unless otherwise approved by the Engineer. 209-2.02 Removing and Replacing Improvements. In addition to the requirements of sections 7-9, "Protection and Restoration of Existing Improvements" and 306-1.5, 'Trench Resurfacing" Improvements such as sidewalks, curbs, gutters, portland cement concrete and asphalt concrete pavement, underlying material, lawns and plants, and any other improvements removed, broken or damaged by the Contractor's operations, shall be replaced or reconstructed with the same kind of material as found on the work or with materials of equal quality. The new work shall be left in a serviceable condition. Whenever a part of a square or slab of existing concrete sidewalk, curb, gutter, or driveway is broken or damaged, the entire square, section or slab shall be removed and the concrete reconstructed as above specified. The outline of all areas to be removed in portland cement concrete sidewalks and driveways and in pavements shall be cut to a minimum depth of 50 mm (2") with an abrasive type saw prior to removing the sidewalk, driveways and pavement material. Cuts shall be neat and true along score lines, with no shatter outside the removal area. 209-2.03 Foundations. Portland cement materials and construction methods shall conform to Section 201, "Concrete, Mortar and Related concrete Materials," for Materials and Section 303, "Concrete and Masonry Construction," for construction methods. Concrete foundations shall rest on firm ground. Revised 10/08/03 Contract No. 3895 Page 81 of 117 Pages Except when located on structures, foundations for posts, standards, and pedestals, not shown on the plans to have mortar pads, shall be placed "in the solid" and monolithic except for the top 50 mm (2") which shall be placed after the post, standard or pedestal is in proper position. After each post, standard, or pedestal on structures, and each standard shown on the plans to have mortar pads, is in proper position, mortar shall be placed under the base plate as shown on the plans. The exposed portions shall be formed to present a neat appearance. Mortar shall consist of one part by volume of Portland cement and 3 parts of clean sand, shall contain only sufficient moisture to permit packing and shall be cured by keeping it damp for 3 days. Reinforced cast-in-drilled-hole concrete pile foundations for traffic signal and lighting standards shall conform to the provisions in Section 205-3.3, "Cast-in-Place Concrete Piles," except that material resulting from drilling holes shall be disposed of as provided in Section 209-2.01, "Excavating and Backfilling." The exposed portions of the foundation shall be formed to present a neat appearance. Forms shall be true to line and grade. Tops of foundations for posts and standards, except special foundations, shall be finished to curb or sidewalk grade or as directed by the Engineer. Forms shall be rigid and securely braced in place. Conduit ends and anchor bolts shall be placed in proper position and to proper height, and shall be held in place by means of a template until the concrete sets. Anchor bars or studs and nuts, except for Type 30 and Type 31 lighting standards, shall conform to ASTM Designation: A 307. Headed anchor bolts for foundations shall conform to the specifications of ASTM Designation: A 307, Grade B with S1 supplementary requirements. At the option of the Contractor, nonheaded anchor bolts for foundations shall conform either to the specifications of ASTM Designation: A 307, Grade C or to the provisions in AASHTO Designation: M 314, Grade 36 or 55 with S1 supplementary requirements. When nonheaded anchor bolts conforming to the specifications of ASTM Designation: A 307, Grade C are furnished, the end of each fabricated anchor bolt shall be either coded by end stamping as required in ASTM Designation: A 307 or the end that projects from the concrete shall be permanently coded with a green color by the manufacturer. High strength anchor bolts, bars, or studs for Type 30 and Type 31 lighting standards shall conform to ASTM Designation: A 325, A 325M or A 449 and shall comply with the mechanical requirements of ASTM Designation: A 325 or A 325M after galvanizing. Nuts and washers for high strength anchor bolts shall conform to ASTM Designations: A 563 or A 563M, and F 476 or F 476M, respectively. In addition to the requirements of ASTM Designation: A 449, studs shall be marked on either end as required for bolt heads. All steel parts shall be galvanized in accordance with the provisions in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." The upper threaded portion of all anchor bolts shall be provided with 2 nuts and 2 washers each. Anchor bars or studs shall be provided with 3 nuts and washers each. Welding shall not be performed on any portion of the body of high-strength anchor bolts, anchor bars, or studs. Plumbing of the standards shall be accomplished by adjusting the leveling nuts before placing mortar or before the foundation is finished to final grade. Shims, or other similar devices shall not be used for plumbing or raking of posts, standards or pedestals. Both forms and ground which will be in contact with the concrete shall be thoroughly moistened before placing concrete. Forms shall not be removed until the concrete has thoroughly set. Ordinary surface finish, as specified in Section 303-1.9.2, "Ordinary Surface Finish," shall be applied to exposed surfaces of concrete. Where obstructions prevent the construction of a planned foundation, the Contractor shall construct an effective foundation as directed by the Engineer. The foundations shown on the plans shall be extended if conditions require additional depth, and the additional work, if ordered by the Engineer, will be paid for as extra work as provided in Section 3-2, "Changes Initiated By The Agency." Revised 10/08/03 Contract No. 3895 Page 82 of 117 Pages Unless otherwise specified or shown on the plans, foundations not to be reused shall be removed. When a foundation is shown on the plans to be abandoned, the top of foundation, anchor bolts, and conduits shall be removed to a depth of not less than 1.0 m (3') below surface of sidewalk or unimproved ground. The resulting hole shall be backfilled with material equivalent to the surrounding material. Unless otherwise shown on the plans, all standards to be relocated shall be provided with new foundations and anchor bolts of the proper type and size. Posts, poles, standards, pedestals, and cabinets shall not be erected until the foundation has set at least 7 days, and shall be plumbed or raked, as directed by the Engineer. In unpaved areas, a 1.0 m (3') square, 100 mm (4") thick or of the size shown on the plans, whichever is the larger, raised pad of portland cement concrete shall be placed in front of each controller cabinet. 209-2.04 Standards, Steel Pedestals and Posts. Standards for traffic signals and lighting, and steel pedestals for cabinets and other similar equipment shall be located as shown on the plans. Workmanship and finish shall be equal to the best general practice of metal fabrication shops. All welding shall conform to AWS D1.1, "Structural Welding Code," and to the requirements in this Section 209-2.04. All welds joining the shafts of the standards and mast arms to their base plates shall be as shown on the plans, however, alternative weld joint details may be approved by the Engineer. Approval of alternative weld joint details will be contingent upon the proposed weld joint passing both weld procedure and nondestructive testing as deemed necessary by the Engineer. All costs of the supplemental testing shall be borne by the Contractor. All standards except Type 1, and all signal mast arms, shall have an aluminum identification plate, as noted on the plans, attached with stainless steel rivets or screws. Type 1 standards and steel pedestals for controller cabinets shall be constructed of 3 mm (.125") or thicker galvanized steel; or 100 mm (4") standard weight galvanized, steel pipe or Size 103, Type 1 conduit, with the top designed for post-top slip-fitter. Standard weight galvanized, steel pipe shall conform to the specifications of ASTM Designation: A 53. Materials and construction methods for all ferrous metal parts of standards, with shaft length of 4.6 m (15') and longer, shall conform to the details shown on the plans, the requirements of Sections 206, "Miscellaneous Metal Items," for Materials and Section 304, "Metals Fabrication and Construction," for construction methods except as otherwise noted, and the following requirements: Except as otherwise specified, standards shall be fabricated from sheet steel of weldable grade having a minimum yield strength, after fabrication, of 276 Mpa (40,000 psi). Certified test reports which verify conformance to the minimum yield strength requirements shall be submitted to the Engineer. The test reports may be the mill test reports for the as-received steel or, when the as-received steel has a lower yield strength than required, the Contractor shall provide supportive test data which provides assurance that the Contractor's method of cold forming will consistently increase the tensile properties of the steel to meet the specified minimum yield strength. The supportive test data shall include tensile properties of the steel both before and after cold forming for specific heats and thicknesses. When a single-ply 8 mm (0.3125") thick pole is specified, a 2-ply pole with equivalent section modulus may be substituted. Standards may be fabricated of full-length sheets or shorter sections. Each section shall be fabricated from not more than 2 pieces of sheet steel. Where 2 pieces are used, the longitudinal welded seams shall be directly opposite one another. When the sections are butt-welded together, the longitudinal welded seams on adjacent sections shall be placed to form continuous straight seams from base to top of standard. Revised 10/08/03 Contract No. 3895 Page 83 of 117 Pages Butt-welded transverse joints shall be strengthened by inserting a metal sleeve at each joint. The sleeve shall be 3 mm (0.120") nominal thickness, or thicker, steel having the same chemical composition as the steel in the standard. When the sections to be joined have different specified minimum yield strengths, the steel in the sleeve shall have the same chemical composition as the higher minimum yield strength steel to be joined. The metal sleeve shall have a minimum length of 25 mm (1"). The sleeve shall be centered at the joint and have the same taper as the standard with the outside of the sleeve in full contact with the inside of the standard throughout the sleeve length and circumference. All welds shall be continuous. The weld metal at the transverse joint shall extend to the sleeve, making the sleeve an integral part of the joint. Longitudinal welds in steel tubular sections will be tested in accordance with California Test 664. The sampling frequency shall be as determined by the Engineer. The welds may be made by the electric resistance welding process. All exposed welds, except fillet and fatigue resistant welds and welds on top of mast arms, shall be ground flush with the base metal. All exposed edges of the plates which make up the base assembly shall be finished smooth and all exposed corners of the plates shall be neatly rounded unless otherwise shown on the plans. Shafts shall be provided with slip-fitter shaft caps. Standards shall be straight, with a permissive variation not to exceed 25 mm (1") measured at the midpoint of a 9 m (30') or 11 m (36") standard and not to exceed 20 mm (3/4") measured at the midpoint of a 5 m (17') through 6 m (20') standard. Variation shall not exceed 25 mm (1") at a point 4.5 m (15') above the base plate for Type 35 and Type 36 standards. All galvanized nuts, used on assemblies with a specified preload or torque, shall be lubricated in accordance with the requirements specified for galvanized Grade DH nuts in ASTM Designation: A 563 or A 563M. Standards with an outside diameter of 300 mm (12") or less shall be round. Standards with an outside diameter greater than 300 mm (12") shall be round or multisided. Multisided standards shall have a minimum of 10 sides which shall be convex and shall have a minimum bend radius of 100 mm (4"). Mast arms for standards, shall be fabricated from material as specified for standards and shall conform to the dimensions shown on the plans. The cast steel option for slip bases shall be fabricated from material conforming to the requirements of ASTM Designation: A 27/A 27M, Grade 70-40. Other comparable material may be used if written permission is given by the Engineer. The casting tolerances shall be in accordance with the Steel Founder's Society of America recommendations (green sand molding). One casting from each lot of 50 castings or less shall be subject to radiographic inspection, in accordance with the provisions in ASTM Designation: E 94. The castings shall comply with the acceptance criteria severity level 3 or better for all types and categories of discontinuities as specified in ASTM Designations: E 186 and E 446. If the one casting fails to pass the inspection, 2 additional castings shall be radiographed. Both of these castings shall pass the inspection or the entire lot of 50 will be rejected. Material certifications consisting of physical and chemical properties, and radiographic films of the castings shall be filed at the manufacturer's office. These certifications and films shall be available for inspection upon request. High-strength bolts, nuts and flat washers used to connect slip base plates shall conform to ASTM Designation: A 325 or A 325M and shall be galvanized as specified in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." Plate washers shall be fabricated by saw cutting and drilling steel plate conforming to AISI Designation: 1018, and be galvanized as specified in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." Revised 10/08/03 Contract No. 3895 Page 84 of 117 Pages Prior to galvanizing, all burrs and sharp edges shall be removed and holes shall be chamfered sufficiently on each side to allow the bolt head to make full contact with the washer without tension on the bolt. High-strength cap screws shown on the plans for attaching mast arms to standards shall conform to ASTM Designation: A 325, A325M or ASTM Designation: A 449 and shall comply with the mechanical requirements of ASTM Designation: A 325 or A 325M after galvanizing. The cap screws shall be galvanized as specified in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." The threads of the cap screws shall be coated with a lubricant which is clean and dry to the touch. The galvanized faying surfaces of the connections between signal or lighting mast arms and poles shall be free of surface imperfections, such as lumps, runs, and scum, which would prevent intimate, uniform contact between the faying surfaces. Handholes in the base of standards shall conform to the details shown on the plans. All handholes shall be provided with covers. Changes in configuration of mast arms will be permitted, provided the mounting height and stability are maintained. Fabricators electing to use larger than minimum arm diameters shall adjust the details as required to permit solid seating of the cap screws. All arms shall be bent to the approximate configuration shown on the plans. A smooth curving arm is required. Pedestrian push button posts shall be constructed of 65 mm (2 V2") standard pipe conforming to the dimensions shown on the plans. Guard posts shall be constructed of 100 mm (4") nominal dimension galvanized standard pipe 1.7 m (66") long. Posts shall be set 900 mm (31) in a block of Portland cement concrete, as shown on the plans, and the pipe shall be filled with portland cement concrete. Push button posts and guard posts shall be pipe conforming to the specifications of ASTM Designation: A 53. Slip bases shall be assembled and tightened when the pole is on the ground prior to erection. The threads of the heavy hex nuts for the slip base bolts shall be coated with an additional lubricant which is clean and dry to the touch. Each high strength slip base bolt shall be tightened to within 10 N-m (10 foot-pounds), plus or minus, of values in Table 209-2.04(A): TABLE 209-2.04 (A) HIGH STRENGTH SLIP BASE BOLT TORQUE VALUES Standard Type 15-SB 30 31 36-20A Torque (Newton-meters) 200 200 275 225 Torque Foot- Pounds 150 150 200 165 Revised 10/08/03 Contract No. 3895 Page 85 of 117 Pages Holes left in the shafts of existing standards, due to removal of equipment or mast aims, shall be repaired by welding in a suitable disk, grinding smooth, and painting as provided for repairing damaged galvanized surfaces in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." When directed by the Engineer, existing standards to be relocated or reused in place shall be repaired. Large dents shall be removed, shafts shall be straightened, and portions which are in poor condition due to corrosion or damage, shall be replaced. Extent of repairs or replacements will be determined by the Engineer and the repairs or replacements ordered by the Engineer will be paid for as extra work as provided in Section 3-2, "Changes Initiated By The Agency." Anchor bolts or bars and nuts required for relocating existing standards shall be furnished by the Contractor. When a standard or mast arm is relocated, or when a used standard or mast arm is Agency-furnished, new nuts, bolts, cap screws and washers shall be provided and, if the standard has a slip base, a new keeper plate shall be provided. New hardware shall conform to the requirements for hardware used with new standards. New standards, mast arms, posts and other ferrous materials shall be galvanized as provided in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." 209-2.05 Conduit. All conductors shall be run in conduit, except overhead and temporary installations, and where conductors are run inside poles. Conduit shall be of the sizes shown on the plans and as specified in this Section 209-2.05. In addition, the Contractor may, as an option at the Contractor's expense, use conduit of a larger size than that shown or specified, provided the larger size is used for the entire length of the run from outlet to outlet. Reducing couplings will not be permitted. New conduit shall not pass through foundations for standards. 209-2.05A Materials. Conduit and conduit finings shall be UL or ETL listed and shall conform to the following: Type 1. Hot-dip galvanized rigid steel conduit conforming to the requirements in UL Publication UL 6 for Rigid Metallic Conduit. The zinc coating will be tested in accordance with ASTM Designation: A 239. Type 2. Hot-dip galvanized rigid steel conduit conforming to Type 1 above and coated with polyvinyl chloride or polyethylene. The exterior thermoplastic coating shall have a minimum thickness of 0.9 mm (35 mils). Types. Rigid non-metallic conduit conforming to the requirements in the UL Standard for Rigid Non-Metallic Conduit (Publication UL 651). Type 3 conduit shall be installed at all underground locations. Type 4. Liquid tight flexible metal conduit shall consist of conduit with a liquid tight, non-metallic, sunlight-resistant jacket over an inner flexible metal core. Type 4 conduit shall be UL listed for use as the grounding conductor. Type 5. Intermediate steel conduit (IMC) conforming to the requirements in UL Publication 1242 for Intermediate Metallic Conduit. Type 5 conduit shall only be used when specified. Bonding bushings to be installed on metal conduit shall be insulated and shall be the galvanized or zinc alloy type. All conduit installed underground shall be Type 3, rigid non-metallic conduit. Type 3 conduit shall be installed at underground locations only. Revised 10/08/03 Contract No. 3895 Page 86 of 117 Pages 209-2.05B Use. Exposed conduit installed on a painted structure shall be painted the same color as the structure. Unless otherwise indicated, the minimum metric trade size of conduit shall be: 1) From an electrolier to the adjacent pull box shall be Size 41 (1V2" dia). 2) From a pedestrian push button post to the adjacent pull box shall be Size 27 (1" dia). 3) From a signal standard to the adjacent pull box shall be Size 53 (2" dia). 4) From a controller cabinet to the adjacent pull box shall be Size 78 (3" dia). 5) For detector runs shall be Size 41 (11/2" dia). 6) Not otherwise specified shall be Size 41 (1V2" dia). 209-2.05C Installation. Conduit shall be installed in conformance with the codes and regulations listed in Section 209-1.02, "Regulations and Code." Conduit runs shown on the plans may be changed to avoid underground obstructions with written approval by the Engineer. The ends of all conduits, whether shop or field cut, shall be reamed to remove burrs and rough edges. Cuts shall be made square and true. Slip joints or running threads will not be permitted for coupling conduit. When a standard coupling cannot be used for coupling metal type conduit, a UL or ETL listed threaded union coupling shall be used. All couplings for metal type conduit shall be tightened to provide a good electrical connection throughout the entire length of the conduit run. Conduit shall be tightened into couplings or fittings using strap wrenches or approved groove joint pliers. Conduit threads and damaged surfaces on metal conduit shall be painted with 2 applications of approved unthinned zinc-rich primer (organic vehicle type) conforming to the requirements in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." Aerosol cans shall not be used. The ends of conduit shall be threaded and shall be capped with standard pipe caps or "pennies" to protect the raceway against dirt and concrete until wiring is started. When caps or "pennies" are removed, the ends of conduit and conduit fittings shall be provided with conduit bushings. Conduit terminating in pull boxes or foundations shall be provided with insulated bonding bushings Conduit bends, except factory bends, shall have a radius of not less than 6 times the inside diameter of the conduit. Where factory bends are not used, conduit shall be bent, without crimping or flattening, using the longest radius practicable. A No. 12 copper pull wire or a pull rope shall be installed in all conduits which are to receive future conductors. The pull rope shall be nylon or polypropylene with a minimum tensile strength of 2225 N (500 pounds). At least 0.6 m (2') of pull wire or rope shall be doubled back into the conduit at each termination. Existing underground conduit to be incorporated into a new system shall be cleaned with a mandrel or cylindrical wire brush and blown out with compressed air. Conduit shall be laid to a depth of not less than 460 mm (18") below grade in portland cement concrete sidewalk areas and curbed paved median areas, and not less than 750 mm (30") below finished grade in all other areas. Conduit may be laid on top of the existing pavement within new curbed medians being constructed on top of the existing pavement. Conduit couplings shall be located at least 150 mm (6") from face of foundation. Unless 'Trenching In Pavement Method" is specifically allowed or required on the plans or in these special provisions, conduit shall be placed under existing pavement by jacking or drilling methods. Pavement shall not be disturbed without permission from the Engineer. In the event obstructions are encountered, upon approval of the Engineer, small holes may be cut in the pavement to locate or remove obstructions. Jacking or drilling pits shall be kept 0.6 m (2') clear of the edge of any type of pavement wherever possible. Excessive use of water, such that pavement might be undermined or subgrade softened, will not be permitted. Conduit to be placed as part of the completed work shall not be used for drilling or jacking. When 'Trenching in Pavement Method" is specifically allowed or required on the plans or in these special provisions, installation of conduit under pavement shall conform to the following: Revised 10/08/03 Contract No. 3895 Page 87 of 117 Pages Conduit shall be placed under existing pavement in a trench approximately 50 mm (2") wider than the outside diameter of the conduit to be installed. Trench shall not exceed 150 mm (6") in width. Trench depth shall not exceed 300 mm (12") or conduit metric trade size plus 250mm (10"), whichever is greater, except that at pull boxes the trench may be hand dug to required depth. The top of the installed conduit shall be a minimum of 230 mm (9") below finished grade. In areas where additional pavement is to be placed, trenching installation shall be completed prior to placing the final pavement layer. The outline of all areas of pavement to be removed shall be cut to a minimum depth of 75 mm (3") with a rock cutting excavator specifically designed for this purpose. Cuts shall be neat and true with no shatter outside the removal area. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with trench backfill slurry concrete. Concrete backfill shall be placed to the pavement surface except, when the trench is in asphalt concrete pavement and additional pavement is not being placed, the top 30 mm (0.10') of the trench shall be backfilled with asphalt concrete produced from commercial quality paving asphalt and aggregates. Prior to spreading asphalt concrete, paint binder (tack coat) shall be applied as specified in Section 302-5.4, 'Tack Coat." Spreading and compacting of asphalt concrete shall be performed by any method which will produce an asphalt concrete surfacing of uniform smoothness, texture, and density. All excavated areas in the pavement shall be backfilled, except for the top 30 mm (0.10'), by the end of each work period. The top 30 mm (0.10') shall be placed within 3 calendar days after trenching. Conduit terminating in standards or pedestals shall extend not more than 50 mm (2") vertically above the foundation and shall be sloped towards the handhole opening. Conduit entering through the side of non-metallic pull boxes shall terminate not more than 50 mm (2") inside the box wall and not less than 50 mm (2") above the bottom, and shall be sloped toward top of box to facilitate pulling of conductors. Conduit entering through the bottom of a pull box shall terminate 50 mm (2") above the bottom and shall be located near the end walls to leave the major portion of the box clear. At all outlets, conduits shall enter from the direction of the run. Conduit runs from underground, including under sidewalks, which are adjacent to gasoline service stations or other installations of underground gasoline or diesel storage, piping, or pumps, and which lead to a controller cabinet, circuit breaker panel, service, or any enclosure where an arc may occur during normal operations, shall be sealed if the conduit is within the limits specified in the National Electrical Code for Class 1, Division 1, Hazardous Locations. Type 1 or Type 2 conduit shall be used for these runs. Revised 10/08/03 Contract No. 3895 Page 88 of 117 Pages Conduit for future use in structures shall be threaded and capped. Conduit leading to soffit, wall or other lights or fixtures below the grade of the pull box shall be sealed by means of a sealing fitting and sealing compound, except that sealing fitting and sealing compound will not be required where conduit terminates in a No. 9 or No. 9A pull box. Conduits in or on walls or bridge superstructures shall be supported as shown on the plans, in conformance with the following: Steel hangers, steel brackets, and other fittings shall conform to the materials and construction methods provisions in Sections 206-1, "Structural Steel, Rivets, Bolts, pins and Anchor Bolts", for materials and 304-1, "Structural Steel" for construction methods. Cast-in-place metal inserts for hangers or brackets shall be capable of developing 135 Mpa (20,000 pounds per square inch) in tension on the net section of the bolt or threaded rod. Precast concrete conduit cradles shall conform to the dimensions shown on the plans and shall be constructed of commercial quality concrete containing not less than 350 kg of portland cement per cubic meter (564 Ibs. per cubic yard) and commercial quality welded wire fabric. The cradles shall be moist cured for not less than 3 days. Precast concrete cradles shall be bonded to the structure with epoxy adhesive conforming to the provisions in Section 214-6.2.2, "Standard Set Epoxy Adhesive for Pavement Markers," or Section 214-6.2.1, "Rapid Set Epoxy Adhesive for Pavement Markers" or conforming to State of California specification 8040-21M-08, Type I when cure temperatures are above 15QC (59SF) or to State of California specification 8040-21 M-08, Type I when cure temperatures are below 159C (59QF). Openings for conduits through bridge superstructure concrete shall be formed or may consist of pipe sleeves. Where conduits pass through the abutment concrete, the conduits shall be wrapped with 2 layers of asphalt-felt building paper, securely taped or wired in place. The space around conduits through bridge abutment walls shall be filled with portland cement mortar conforming to the provisions in Section 201 -5, "Cement Mortar," except that the proportion of cement to sand shall be one to 3. When the bridge superstructure is to be prestressed, the space around conduits through abutments shall not be filled until the prestressing has been completed. Conduit which is surface mounted shall be run straight and true, horizontal or vertical on the walls and parallel to walls on ceilings or other similar surfaces. Conduit shall be supported at intervals of not more than 1.5 m (5'), and closer where necessary to prevent vibration or unsightly deflection. The supports shall consist of galvanized malleable iron conduit clamps and clamp backs secured with expansion anchorage devices conforming to the requirements for concrete anchorage devices in Sections 206-1, "Structural Steel, Rivets, Bolts, pins and Anchor Bolts", for materials and 304-1, "Structural Steel" for construction methods. Threaded studs shall be galvanized and shall be of the largest diameter that will pass through the mounting hole in conduit clamp. Attention is directed to Section 209-2.10, "Bonding and Grounding." Where pull boxes are placed in conduit runs, the conduit shall be fitted with threaded bushings and bonded. The location of ends of all conduits in structures, or terminating at curbs, shall be marked by a "Y" at least 75 mm (3") high cut into the face of curb, gutter, or wall, directly above the conduit and above grade line. Revised 10/08/03 Contract No. 3895 Page 89 of 117 Pages 209-2.05D Expansion Fittings. Expansion fittings shall be installed where the conduit crosses any expansion joint in the structure. Each expansion fitting for metal conduit shall be provided with a copper bonding jumper having the ampacity required by the Code. Each expansion-deflection fitting for expansion joints of 38 mm (11/2") movement rating shall be watertight and shall consist of a molded neoprene sleeve, a bonding jumper and 2 silicon bronze or zinc-plated iron hubs. Each fitting shall permit a minimum of 19 mm (3/4") expansion and contraction and a minimum of 19 mm (3/4") lateral deflection. Details of expansion-deflection fittings for joints of movement rating of more than 38 mm (11/2") shall be as shown on the plans and specified in these special provisions. 209-2.06 Pull Boxes. Pull boxes shall be installed at the locations shown on the plans or as specified. The Contractor may, as an option, at the Contractor's expense, use pull boxes of a larger standard size than that shown or specified. 209-2.06A Materials. Pull boxes, covers and extensions for installation in the ground or in sidewalk areas shall be of the sizes and details shown on the plans and shall be precast of reinforced portland cement concrete (PCC) or of non-PCC material. Non-PCC material shall be fire resistant and shall not burn at a rate greater than 8 mm (0.3") per minute per 2.5 mm (0.1") of thickness when tested in accordance with ASTM Designation: D 635. The non-PCC material shall show no appreciable change in physical properties with exposure to the weather. Non-PCC material shall be dense and free of voids or porosity, and shall be a gray or brown color. Top dimensions of non-PCC pull boxes shall not exceed the bottom dimensions by more than 25 mm (1"). Extensions for non-PCC pull boxes shall be of the same material as the pull boxes, and shall be attached to the pull boxes in a manner that will maintain the minimum combined depths shown on the plans. Non-PCC pull boxes shall be of sufficient rigidity that when a designated concentrated force is applied perpendicularly to the midpoint of one of the long sides at the top while the opposite long side is supported by a rigid surface, it shall be possible to remove the cover without the use of tools. The designated concentrated force shall be 650 N (150 Ibs.) for a No. 31/2 pull box and shall be 450 N (100 Ibs.) for a No. 5 or No. 6 pull box. When a vertical force of 6500 N (1,500 Ibs.) is applied, through a 13 mm (V/2") x 75 mm (3") x 150 mm (6") steel plate, to a non-PCC cover in place on a pull box, the cover shall not fail and shall not deflect more than 6 mm (V4"). The steel plate shall be centered on the cover with its longitudinal axis coinciding with the longitudinal axis of the cover. Where a ballast or transformer or other device is to be placed in a non-metallic pull box, the box shall be provided with recesses for a hanger. Pull boxes and covers for installation in structures shall be of the sizes and details shown on the plans. Each No. 7 ceiling pull box located near a flush soffit fixture and to be used to house the ballast for the fixture shall be provided with mounting brackets for the ballast and any required capacitors. Covers, except covers for ceiling pull boxes, shall be secured with 9 mm (3/8") bolts, cap screws, or studs, and nuts which shall be of brass, stainless steel or other non-corroding metal material. Stainless steel holddown bolts, cap screws or studs, and nuts and washers shall have a chromium content of not less than 18 percent and a nickel content of not less than 8 percent. All ferrous metal parts shall be galvanized in accordance with the provisions in Section 210-3.6, "Galvanizing for Traffic Signal Facilities." 209-2.06B Cover Marking. Covers for pull boxes, except covers for ceiling pull boxes, shall be marked as shown on the plans. Marking shall be clearly defined and uniform in depth and may be placed parallel to either the long or short sides of the cover. Marking letters shall be between 25 mm (1") and 75 mm (3") high. Marking shall be applied to each steel or cast iron cover prior to galvanizing by one of the following methods: (a) Cast iron strips, at least 6 mm (V4") thick, with the letters raised a minimum of 1.5 mm (Vie"). Strips shall be fastened to covers with 6 mm (V4") flathead stainless steel machine bolts and nuts. Bolts shall be peened after tightening. Revised 10/08/03 Contract No. 3895 Page 90 of 117 Pages (b) Sheet steel strips at least 0.7 mm (22 ga.) with the letters raised a minimum of 1.5 mm (1/16") above the surrounding surface of the strips. Strips shall be fastened to covers by spot welding, tack welding or brazing, with 6 mm (V4") stainless steel rivets, or with 6 mm (V4") roundhead stainless steel machine bolts and nuts. Bolts shall be peened after tightening. (c) Bead welding the letters on the covers. The letters shall be raised at least 2 mm (3/si). 209-2.06C Installation and Use. Pull boxes shall be installed at the locations shown on the plans and, in conduit runs exceeding 60 m (200'), shall be spaced at not over 60 m (200') intervals. The Contractor may, at the Contractor's expense, install additional pull boxes to facilitate the work. The bottoms of pull boxes installed in the ground or in sidewalk areas, shall be bedded in crushed rock as shown on the plans. 209-2.08 Conductors. Conductors shall be copper of the gage shown on the plans, unless specified otherwise. Copper wire shall conform to the specifications of ASTM Designations: B 3 and B8. Wire sizes, other than conductors used in loop detector lead-in cable, shall be based on American Wire Gage (AWG), except that conductor diameter shall be not less than 98 percent of the specified AWG diameter. Conductors for branch circuits shall be sized to prevent a voltage drop exceeding 3 percent at the furthest connected load, while drawing the combination of all connected loads capable of simultaneous operation. The maximum voltage drop for both feeders and branch circuits shall not exceed 5 percent at the furthest connected load, while drawing the combination of all connected loads capable of simultaneous operation. Conductors used in loop detector lead-in cable shall conform to the specifications of ASTM Designation: B 286. A Certificate of Compliance conforming to the provisions in Section 4-1.5, "Certification," shall be submitted by the manufacturer with each type of cable to be used on a project. 209-2.08A Conductor Identification. All single conductors in cables, except detector lead-in cables, shall have clear, distinctive and permanent markings on the outer surface throughout the entire length showing the manufacturer's name or trademark, insulation type letter designation, conductor size, voltage rating and the number of conductors if a cable. Conductor insulation shall be of a solid color or of basic colors with a permanent colored stripe as detailed in the following table unless otherwise specified. Solid or basic colors shall be homogeneous through the full depth of insulation. Identification stripes shall be continuous over the entire length of the conductor. For conductor sizes No. 2 and larger, the insulation may be black and the ends of the conductors shall be taped with electrical insulating tape of the required color for a minimum of 500 mm (20"). All single conductors in cables shall be marked as shown in Table 209-2.08A (A): Revised 10/08/03 Contract No. 3895 Page 91 of 117 Pages TABLE209-2.08A(A) CONDUCTORS Circuit Vehicle Signals (Note 4) Pedestrian Signals (Note 4) Pedestrian Push Buttons (Note 4) Traffic Signal Controller Cabinet Highway Lighting Pull Box to Luminaire (Note 9) Multiple Highway Lighting Lighting Control Multiple Service Sign Lighting (Note 8) Flashing Beacons (Note 7) Grounded & Common Interconnect Railroad Pre-Emption..., Spares Signal Phase or Function >,6 4,8 1,5 3,7 >p,6p lp,8p 1p,5p Jp,7p>p,6p lp,8p Ip 5p 3p,7p Jngrounded between Service Switch & Cabinet Jngrounded-Line 1 Jngrounded-Line 2 Grounded Jngrounded-Line 1 Jngrounded-Line 2 Jngrounded to Photoelectric Unit (PEU) Switching leg from PEU unit or SM transformer Jngrounded-Line 1 (Signals) Jngrounded-Line 2 (Lighting) Jngrounded-Line 1 Jngrounded-Line 2 Jngrounded between Flasher and Beacons3edestrian Push Buttons.. Signals & Multiple Lighting Cashing Beacons & Sign Lighting ighting Control Multiple Service Dommon lash [)ial2 Dial3 Dffset Identification Insulation Colors Base Red, Yellow, Brown Red, Yellow, Brown Red, Yellow, Brown Red, Yellow, Brown Red, Brown Red, Brown Red, Brown Red, Brown Blue Blue Blue Blue Black Red Black Red White Black Red Black Red Black Red (Note 10) Black Red Red or Yellow White White White White White White Orange Orange Orange Orange Black Black Stripe (Notel) Black Orange None Purple Black Orange None Purple Black OrangeNone Purple None None None None None None None None None None None None None None Black None None None None None None None None None None None Band Symbols (Note 6) 2,6 4,8 1,5 3,7 2p,6p 4p.8p 1p 5p . 3p,7p P-2 P-6 P-4.P-8 P-1 P-5 P-3.P-7 CON-1 CON-2 No band requirec No band requirec No band requirec ML1 ML2 pi C2 No band require Except per Note SL-1 SL-2 F-Location No. (See Note 3) .. No band requirec No band requirec No band requirec C-3 .. No band requirec -F -D2 . -D3 -O R No band requirec Minimum Size (Note 11) 14 14 14 14 14 14 14 14 14 14 14 14 6 6 14 14 14 10 10 14 14 6 8 10 10 14 14 10 12 14 14 14 14 14 14 14 14 14 Notes: 1. On overlaps, insulation is striped for first phase in designation, for example, a phase (2+3) conductor is striped as for phase 2. 2. Band for overlap and special phases as required. 3. Flashing beacons having separate service do not require banding. 4. These requirements do not apply to signal cable. 5. "S" if circuit is switched on line side of service equipment by utility. 6. Band conductors in each pull box and near ends of termination points. On signal light circuits, a single band may beplaced around 2 or 3 ungrounded conductors comprising a phase. 7. Ungrounded conductors between service switch and flasher mechanism shall be black and banded as indicated in thiscolumn. 8. Conductors between ballasts and sign lighting lamps shall be No. 16 and color shall correspond to that of the ballast leads. 9. Both conductors between external H.I.D. ballast and lamp socket shall be black. 10. Black acceptable for size No. 2 and larger. Tape ends for 500 mm (20") with indicated color. 11. Wire sizes listed are minimums. Ampacity requirements of specific circuits or voltage drop may necessitate largerconductors. Revised 10/08/03 Contract No. 3895 Page 92 of 117 Pages 209-2.086 Multiple Circuit Conductors. Conductors for multiple circuits shall be UL or ETL listed and rated for 600-volt operation. The insulation for No. 14 through No. 4 conductors shall be one of the following: Type TW polyvinyl chloride conforming to the requirements of ASTM Designation: D 2219. Type THW polyvinyl chloride. Type USE, Type RHH or Type RHW cross-linked polyethylene. At any point, the minimum thickness of any Type TW, THW, USE, RHH or RHW insulation shall be 1.0 mm (40 mils) for conductor sizes No. 14 to No. 10, inclusive, and 1.3 mm (54 mils) for No. 8 to No. 2, inclusive. The insulation for No. 2 and larger conductors shall be one of the types listed above or shall be Type THWN. Conductors for wiring wall luminaires shall be stranded copper, with insulation rated for use at temperatures up to 125°C. Overhead lighting conductors shall be No. 8, or larger, medium hard drawn copper with weatherproof covering. 209-2.08C Series Circuit Conductors. Conductors for series circuits shall be No. 8, shall be rated for 5000-volt operation and shall be insulated with 3.7 mm (150 mils) minimum thickness polyvinyl chloride compound conforming to the specifications of ASTM Designation: D 2219, or polyethylene conforming to the specifications of ASTM Designation: D 1351. 209-2.08D Signal Cable. Signal cable shall be installed. Individual conductors are not allowed. Signal cable shall conform to the following: The cable jacket shall be black polyethylene with an inner polyester binder sheath, and shall be rated for 600- volt and 75°C. All cables shall have clear, distinctive, and permanent markings on the outer surface throughout the entire length of the cable showing the manufacturer's name or trademark, insulation designation, number of conductors, conductor sizes, and the voltage rating of the jacket. Filler material, if used, shall be polyethylene material. Individual conductors in the cable shall be solid copper with Type THWN insulation, and shall conform to the requirements in Section 209-2.08, "Conductors," and ASTM Designation: B 286. The minimum thickness of Type THWN insulation, at any point, shall be 0.3 mm ( 13 mils) for conductor sizes No. 14 and No. 12, and 0.4 mm (18 mils) for conductor size No. 10. The minimum thickness of the nylon jacket shall be 0.1 mm (4 mils) at any point. Three-Conductor Cable (3CSC). The 3-conductor signal cable shall consist of three No. 14 conductors. The cable jacket shall have a minimum average thickness of 1.1 mm (45 mils) and a minimum thickness at any point of 0.9 mm (36 mils). The nominal outside diameter of the cable shall not exceed 10 mm (0.10"). The color code of the conductors shall be blue/black stripe, blue/orange stripe, and white/black stripe. The 3 conductor cable shall be used for pedestrian push buttons and a spare. Five Conductor Cable (5CSC). The 5-conductor signal cable shall consist of five No. 14 conductors. The cable jacket shall have a minimum average thickness of 1.1 mm (45 mils) and shall have a minimum thickness at any point of 0.9 mm (36 mils). The nominal outside diameter of the cable shall not exceed 13 mm (0.50"). The color code of the conductors shall be red, yellow, brown, black, and white. Revised 10/08/03 Contract No. 3895 Page 93 of 117 Paqes Nine-Conductor Cable (9CSC). The 9-conductor cable shall consist of eight No. 14 conductors and one No. 12 conductor. The cable jacket shall have a minimum average thickness of .5 mm (60 mils) and shall have a minimum thickness at any point of 1.2 mm (48 mils). The nominal outside diameter of the cable shall not exceed 17 mm (0.70"). The color code for the No. 12 conductor shall be white. The color code for the No. 14 conductors shall be as Table 209-2.08D(A): TABLE 209-2.08D(A) NINE-CONDUCTOR CABLE SIGNAL CABLE Insulation Colors red yellow brown red/black stripe yellow/black stripe brown/black stripe black white/black stripe Twelve-Conductor Cable (12CSC). The 12-conductor signal cable shall consist of eleven No. 14 conductors and one No. 12 conductor. The cable jacket shall have a minimum average thickness of 1.5 mm (60 mils) and shall have a minimum thickness at any point of 1.2 mm (48 mils). The nominal outside diameter of the cable shall not exceed 17 mm (0.70"). The color code for the No. 12 conductor shall be white. The color code and functional connections for the No. 14 conductors shall be as Table 209-2.080(8), unless otherwise approved by the Engineer: TABLE 209-2.08D(B) TWELVE -CONDUCTOR CABLE SIGNAL CABLE Color Code red yellow brown red/black stripe yellow/black stripe brown/black stripe black/red stripe black/white stripe black red/white stripe brown/white stripe Termination vehicle signal red vehicle signal yellow vehicle signal green vehicle signal red vehicle signal yellow vehicle signal green spare, or use as required for red or Don't Walk spare, or use as required for yellow spare, or use as. required for green or Walk ped signal Don't Walk ped signal Walk Phase 2, 4, 6 or 8 2, 4, 6 or 8 ( 2, 4, 6 or 8 " 1,3, 5 or 7 1,3, 5 or 7 1 , 3, 5 or 7 The 12-conductor cable shall be used for vehicle signals, pedestrian signals, spares and the signal common. Twenty Eight-Conductor Cable (28CSC). The 28-conductor signal cable shall consist of 27 No. 14 conductors and one No. 10 conductor. The cable jacket shall have a minimum average thickness of 2 mm (80 mils) and shall have a minimum thickness at any point of 1.6 mm (64 mils). The nominal outside diameter of the cable shall not exceed 23 mm (0.90"). The color code for the No. 10 conductor shall be white. The color code and functional connections for the No. 14 conductors shall be as Table 209-2.08D(C): Revised 10/08/03 Contract No. 3895 Page 94 of 117 Pages TABLE 209-2.08D(C) TWENTY EIGHT - CONDUCTOR CABLE SIGNAL CABLE Color Code red/black stripe yellow/black stripe brown/black stripe red/orange stripe yellow/orange stripe brown/orange stripe red/silver stripe yellow/silver stripe brown/silver stripe red/purple stripe yellow/purple stripe brown/purple stripe red/2 black stripes brown/2 black stripes red/2 orange stripes brown/2 orange stripes red/2 silver stripes brown/2 silver stripes red/2 purple stripes brown/2 purple stripes blue/black stripe blue/orange stripe blue/silver stripe blue/purple stripe white/black stripe black/red stripe black Termination vehicle signal red vehicle skjnal yellow vehicle signal green vehicle signal red vehicle signal yellow vehicle signal green vehicle signal red .vehicle signal yellow vehicle signal green vehicle signal red vehicle signal yellow vehicle signal green ped signal Don't Walk ped signal Walk ped signal Don't Walk ped signal Walk overlap A, C red overlap A, C green overlap B, D red overlap B, D green ped push button ped push button overlap A, C yellow overlap B, D yellow pedjoush button common railroad pre-emption spare Phase 2 or 6 2 or 6 2 or 6 4 or 8 4 or 8 4 or 8 1 or 5 1 or 5 1 or 5 3 or 7 3 or 7 3 or 7 2 or 6 2 or 6 4 or 8 4 or 8 OLA, OLC OLA, OLC OLB, OLD OLB, OLD 2 or 6 4 or 8 OLA(y), OLC(y) OLB(y), OLD(y) 1) The signal commons in each 28-conductor cable shall be kept separate except at the signal controller. 2) Each 28-conductor cable shall be labeled in each pull box "C1" or "C2",. 3) The cable identified "C1" shall be used for signal Phases 1, 2, 3 and 4. The cable identified "C2" shall be used for signal Phases 5, 6, 7 and 8. 4) Each signal cable, except 28-conductor, shall be marked, in each pull box, showing the signal standard to which it is connected. 209-2.08E Signal Interconnect Cable (SIC). Signal Interconnect Cable shall consist of six or twelve No. 20, minimum, stranded tinned copper conductors as shown on the plans or required herein. Each conductor shall be insulated with 0.33 mm (0.013"), minimum nominal thickness, color coded, polypropylene material. Conductors shall be in twisted pairs. Color coding shall distinguish each pair. Each pair shall be wrapped with an aluminum polyester shield and shall have a No. 22 or larger, stranded, tinned copper drain wire inside the shielded pair. The cable jacket shall be black, high density polyethylene, rated for a minimum of 300- volts and 60°C, and shall have a nominal wall thickness of 1.0 mm (40 mils), minimum. The cable jacket or the moisture-resistant tape directly under the outer jacket shall be marked with the manufacturer's name, insulation type designation, number of conductors and conductor size, and voltage and temperature ratings. Splices shall be made only where shown on the plans or in controller cabinets. A minimum of one meter (31) of slack shall be provided at each splice and 2 m (6') at each controller cabinet. Splices of conductors shall be insulated with heat-shrink tubing of the appropriate size and shall overlap the conductor insulation at least 15 mm (0.5"). The overall cable splice shall be covered with heat-shrink tubing, with at least 40 mm (1V2") of overlap of the cable jacket. Revised 10/08/03 Contract No. 3895 Page 95 of 117 Pages 209-2.09 Wiring. All conductors shall be run in conduit, except overhead and temporary installations and where conductors are run inside poles. Wiring shall be done in conformance with the regulations and code listed in Section 209-1.02, "Regulations and Code," and the following additional requirements: 209-2.09A Circuitry. Sufficient traffic signal light conductors shall be provided to perform the functional operation of the signal and, in addition thereto, 3 spare conductors shall be provided in all conduits containing traffic signal light conductors, unless shown otherwise on the plans. Traffic signal light conductors shall not run to a terminal block on a standard unless they are to be connected to a signal head that is mounted thereon. Connection to each terminal of a pedestrian push button shall be by a single conductor. The common for pedestrian push button circuits shall be separate from the traffic signal light circuit grounded conductors. Where ballasts or transformers are used, series conductors shall be run from ballast to ballast, transformer to transformer, and from ballast or transformer to service. 209-2.09B Installation. A UL or ETL listed inert lubricant shall be used in placing conductors in conduit. Conductors shall be pulled into conduit by hand and the use of winches or other power actuated pulling equipment will not be permitted. AH conductors shall be pulled directly from the spool into the conduit and shall not be dragged on the around as to cause damage to the conductors. When new conductors are to be added to existing conductors in a conduit, all conductors shall be removed; the conduit shall be cleaned as provided in Section 209-2.05C, "Installation"; and both old and new conductors shall be pulled into the conduit as a unit. Where traffic signal light conductors are run in lighting standards containing street lighting conductors from a different service point, either the traffic signal light conductors or the lighting conductors shall be encased in flexible or rigid metal conduit, to a point where the 2 types of conductors are no longer in the same raceway. Temporary conductors less than 3 m (10') above grade shall be enclosed in flexible or rigid metal conduit. At least 0.3 m (1') of slack shall be left for each conductor at each signal or lighting standard, or combined standard, and at least one meter (3') of slack at each pull box. At least one meter (3') of slack shall be left for each conductor at each splice. Ends of spare conductors or conductors terminated in pull boxes shall be taped to provide a watertight seal. Conductors within fixtures or service cabinets shall be neatly arranged and shall be cabled together with self-clinching nylon cable ties, or other method approved by the Engineer. Traffic signal light conductors, interconnect conductors, service conductors, detector conductors and cables in controller cabinets and flashing beacon cabinets shall be neatly arranged, and shall be cabled together with self-clinching nylon cable ties, or enclosed in plastic tubing or raceway. Conductor identification shall be provided under the following conditions: Where signal phase or circuit are not clearly indicated by conductor insulation color and stripe as detailed in the conductor table in Section 209-2.08, "Conductors," or when identification stripes are not available, marking shall be as detailed in the conductor table for special and overlap phases. Where metered and unmetered conductors occupy the same pull box, the unmetered circuit conductors shall be identified, "UNMETERED-STREET LTG," "UNMETERED-COUNT STATION," or as appropriate to describe the unmetered circuit. Revised 10/08/03 Contract No. 3895 Page 96 of 117 Pages Conductors shall be permanently identified as to function. Identification shall be placed on each conductor, or each group of conductors comprising a signal phase, in each pull box and near the end of terminated conductors. Identification shall be by direct labeling, tags or bands fastened to the conductors in such a manner that they will not move along the conductors. Labeling shall be by mechanical methods. 209-2.09C Connectors and Terminals. Conductors shall be joined by the use of UL or ETL listed crimp type connectors as shown on the plans. Connectors and terminals shall be applied with the proper type tool as recommended by the manufacturer of the connector or terminal being used. Finished connections and terminals shall comply with the requirements of Military Specification MIL-T-7928. All stranded conductors smaller than No. 14 shall be terminated in crimp style terminal lugs. All connectors and terminal lugs for conductor sizes No. 8 and smaller shall be soldered by the hot iron, pouring or dipping method. Open flame soldering will not be permitted. 209-2.09D Splicing and Terminations. Unless specified otherwise or permitted by the Engineer, splices shall conform to the details shown on the plans and will be permitted only in the following types of circuits at the following locations: Grounded conductors in pull boxes. Pedestrian push button conductors in pull boxes. Multiple or series lighting conductors in the pull box adjacent to each electrolier or luminaire location or in the bases of Type 21 standards. Where electroliers are more than 120 m (400') apart, splices will be permitted in pull boxes at 120 m (400'), or greater, intervals. When traffic signals are being modified, ungrounded traffic signal light conductors may be spliced in pull boxes at locations shown on the plans. Ungrounded traffic signal light conductors to a terminal compartment or signal head on a standard may be spliced to through conductors of the same phase in the pull box adjacent to the standard. All splices and terminal lugs for conductor sizes No. 8 and smaller shall be soldered by the hot iron, pouring or dipping method. Open flame soldering will not be permitted. 209-2.09E Splice Insulation. All splices shall be capable of satisfactory operation under continuous submersion in water. Multi-conductor cables shall be spliced and insulated to provide a watertight joint and to prevent absorption of moisture by the cable. Where more than one conductor enters the sleeve of a ballast installed in a pull box, the insulation and taping shall be applied between the conductors in such a manner as to provide a watertight joint. Splice insulation shall conform to the details shown on the plans. Low-voltage tape shall be UL or ETL listed and shall be the following types: Self-fusing, oil and flame-resistant, synthetic rubber. Pressure-sensitive, adhesive, polyvinyl chloride, 0.15 mm (0.007") minimum thickness. Revised 10/08/03 Contract No. 3895 Page 97 of 117 Pages Tape for insulating splices in high-voltage (over 600 V) circuits shall be designed for use on 5-kvolt circuits and shall be resistant to ozone, corona and water. Insulating pad shall be composed of a laminate of 2 mm (0.085") thickness of electrical grade polyvinyl chloride and a 3 mm (0.125") thickness of butyl splicing compound with removable liner. Heat-shrink tubing shall be medium or heavy wall thickness, irradiated polyolefin tubing containing an adhesive mastic inner wall. Minimum wall thickness prior to contraction shall be one millimeter (39 mils). When heated, the inner wall shall melt and fill all crevices and interstices of the object being covered while the outer wall shrinks to form a waterproof insulation. Each end of the heat shrink tube or the open end of the end cap of heat-shrink tubing shall, after contraction, overlap the conductor insulation at least 38mm (11/2"). Heat-shrink tubing shall conform to the requirements of UL Standard 468D and ANSI C119.1, for extruded insulated tubing at 600-V. All heat-shrink tubing shall also meet the requirements of Table 209-2.09E(A): TABLE 209-2.09E(A) HEAT-SHRINK TUBING Property Shrinkage Ratio Dielectric Strength Resistivity Tensile Strength Operating Temperature Water Absorption Requirement 33 percent, maximum, of supplied diameter when and allowed to cool to 25°C. heated to 125°C 140 kV per 10 mm, minimum. 1013 * • mm, minimum. 14 MPa, minimum. -40°C to 90°C (135°C Emergency). 0.5 percent, maximum. When three or more conductors are to be enclosed within a single splice using heat-shrink tubing, mastic shall be placed around each conductor, prior to being placed inside the heat-shrink tubing. The mastic shall be the type recommended by the manufacturer of the heat-shrink tubing. After contraction, the ends and seams of heat-shrink tubing shall be painted with electrical insulating coating. Heat-shrink tubing shall not be heated with an open flame. A heating device designed for the purpose is required. The Contractor may, at the Contractor's option, use either of the following splice insulation methods: 1) "Method B" as shown on the plans. A minimum of 2 thicknesses of electrical insulating pad shall be used. Pads shall be applied to the splice in accordance with the manufacturer's recommendations. 2) Heat-shrink tubing as provided above. 209-2.095 Fused Splice Connectors. In the pull box adjacent to each luminaire a fused disconnect splice connector shall be installed in each ungrounded conductor between the line and the ballast. The connector shall be readily accessible in the pull box regardless of whether the ballast is remote or is integral with the luminaire. For 240-volt and 480-volt circuits, each connector shall be designed so that both ungrounded conductors are disconnected simultaneously. The connector shall have no exposed metal parts, except the head of a stainless steel assembly screw may be exposed. The head of the metal assembly screw shall be recessed a minimum of 0.8 mm (V32") below the top of a plastic boss which surrounds the head. Revised 10/08/03 Contract No. 3895 Page 98 of 117 Pages The splice connector shall completely enclose the fuse and shall protect the fuse against damage from water and weather. The contact between the fuse and fuse holder shall be by spring pressure. The terminals of the splice connector shall be rigidly crimped, using a tool of the type recommended by the manufacturer of the fused splice connector, onto the line conductors and the conductors to the ballasts and shall be insulated and made waterproof in accordance with the splice connector manufacturer's recommendations. Fused splice connectors shall not be used in series circuits. Fuses shall be standard midget, ferrule type, with "Non-Time-Delay" feature, and shall be 10 mm (13/32")x38mm(11/2"). 209-2.10 Bonding and Grounding. Metallic cable sheaths, metal pull box covers, metal conduit, equipment grounding conductors, ballast and transformer cases, service equipment, sign switches, and metal poles and pedestals shall be made mechanically and electrically secure to form a continuous system, and shall be effectively grounded. Bonding jumpers shall be copper wire or copper braid of the same cross sectional area as No. 6 for series lighting systems and No. 8 or larger for all other systems. The jumper size shall be increased to match the load or the circuit breaker size, or shall be as shown on the plans. Equipment grounding conductors shall be color coded to Code requirements or shall be bare. The bonding jumper in standards with handholes shall be attached by a 4.5 mm (3/-\eu) or larger brass bolt and shall be run to the conduit or bonding wire in the adjacent pull box. Standards without handholes shall be bonded by a jumper attached to all anchor bolts, and shall be run to the conduit or bonding wire in the adjacent pull box. Grounding jumper shall be visible after cap has been placed on foundation. Where slip base standards or slip base inserts are installed, the bonding jumper shall not intrude into the slip plane. Bonding shall be accomplished by a bonding strap to all anchor bolts or a 4.5 mm (3/ie") or larger brass bolt installed in the bottom slip base plate. One side of the secondary circuit of series-multiple and step-down transformers shall be grounded. Grounding of metal conduit, service equipment and the grounded conductor at service point shall be accomplished as required by the Code and the serving utility, except that grounding electrode conductor shall be No. 6, or larger. For equipment grounding purposes in Type 3 conduit, a No. 6 copper wire shall be run continuously in circuits used for series lighting, and a No. 8, minimum, copper wire shall be run continuously in all other circuits. The bonding wire size shall be increased to match the circuit breaker size, or shall be as shown on the plans. Where Type 3 conduit is to be installed for future conductors, the copper wire may be omitted. Equipment bonding and grounding conductors are not required in conduits which contain only loop lead-in cable or signal interconnect cable or both. At each multiple service disconnect location, a ground electrode shall be furnished and installed. Ground electrodes shall be one-piece lengths of galvanized steel rod or pipe not less than 19 mm (3/4") in diameter, or of copper clad steel rod not less than 15 mm (5/8") in diameter. Ground electrodes shall be installed in accordance with the provisions of the Code. The service equipment shall be bonded to the ground electrode by use of a ground clamp or exothermic weld and No. 6 or larger copper wire, enclosed in a size 16 or larger diameter conduit. Ground clamp for service grounding and for grounding of equipment on wood poles shall be Size 16 galvanized, malleable iron conduit hub with swivel feature. On wood poles, all metallic equipment mounted less than 2.4 m (8') above ground surface shall be grounded. Bonding of metallic conduit in non-metallic pull boxes shall be by means of bonding bushings and bonding jumpers. Bonding of metallic conduit in metal pull boxes shall be by means of locknuts, one inside and one outside of the box. Revised 10/08/03 Contract No. 3895 Page 99 of 117 Pages 209-2.11 Service. Electrical service installation and materials shall conform to the requirements of the serving utility. When the service equipment is to be installed on a utility-owned pole, the Contractor shall furnish and install conduit, conductors and all other necessary material to complete the installation of the service. The position of the riser and equipment will be determined by the utility. Service conduit shall conform to the requirements of the serving utility and shall be not less than Size 41 (11/2"dia.). Where a kilowatt-hour meter is required, a meter socket with sealing ring, as approved by the serving utility, shall be furnished and installed. Where a meter socket is installed, the meter enclosure shall be provided with factory installed test bypass facilities as required by the serving utility. Service equipment shall be installed as soon as possible to enable the utility to schedule its work well in advance of the completion of the project. Each service shall be provided with a circuit breaker which shall simultaneously disconnect all ungrounded service entrance conductors. All circuit breakers shall be quick-break on either automatic or manual operation. The operating mechanism shall be enclosed and shall be trip-free from the operating handle on overload. Circuit breakers shall be trip-indicating, shall have frame size plainly marked and shall have trip rating clearly indicated on the operating handle. Overload tripping of breakers shall not be influenced by an ambient temperature range of from -18°C to 50°C. Multiple-pole breakers shall be the internal trip type. All circuit breakers shall be listed by UL or ETL. Current rating of breakers shall be as shown on the plans. Circuit breakers used as service disconnect equipment shall have a minimum interrupting capacity of 10 000 A, rms. Circuit breakers shall be enclosed in a NEMA rain tight enclosure with dead-front panel and hasp with a 11 mm (7/i6") hole for a padlock. The padlock will be furnished by others. Service equipment enclosures, except Types II and III, shall be galvanized. Types II and III service equipment enclosures shall be fabricated from galvanized sheet steel or fabricated from sheet steel and zinc or cadmium plated after fabrication, or shall be fabricated from aluminum. Fabrication of sen/ice equipment enclosures shall conform to the requirements of Section 209-3.04A, "Cabinet Construction." Steel enclosures shall be painted in accordance with the provisions in Section 209-2.16, "Painting." All overlapping exterior seams and doors shall meet the requirements for Type 3R enclosures specified in the NEMA Enclosure Standards. Except for falsework lighting and power for the Contractor's operations, upon written request by the Contractor, the Engineer will arrange with the serving utility to complete service connections for both temporary and permanent installations and the Agency will pay all costs and fees required by the utility, if applicable. The request shall be submitted not less than 15 days before service connections are required. Except for falsework lighting and power for the Contractor's operations, upon written request by the Contractor, the Engineer will arrange for furnishing electrical energy. Energy used prior to completion of the contract will be charged to the Contractor, except that the cost of energy used for public benefit, when an operation is ordered by the Engineer, will be at the expense of the Agency. Street lights along Roosevelt Street shall be serviced from service points as shown on plans and provided by SDG&E pians, Construction Order No. 2758870, Project No. 238656-010. Full compensation for furnishing and installing Agency-owned or permanent service poles, service equipment, conduit, conductors and pull boxes (including equipment, conduit, and conductors placed on utility-owned poles) shall be considered as included in the contract item of electrical work involved and no additional compensation will be allowed therefore. Where the service point is indeterminate and is shown on the plans as an "approximate location" or "service point not yet established", the labor and materials required for making the connection between the service point, when established, and the nearest pull box shown on the plans will be paid for as extra work as provided in Section 3-3, "Extra Work." Revised 10/08/03 Contract No. 3895 Page 100 of 117 Pages 209-2.12 Wood Poles. Wood poles for service or temporary installations shall be ANSI Class 5, or larger. Poles shall not have more than 180 degrees twist in grain over the full length. Sweep shall be no more than 100 mm (4"). Tops of poles shall be beveled. Poles shall be placed in the ground to a depth of at least 1.8 m (6'). The lengths of poles shall be 7.6 m (25') for service poles and 10.7 m (35') for other poles, unless otherwise specified. After each wood pole is set in the ground, the space around the pole shall be backfilled with selected earth or sand, free of rocks and other deleterious material, placed in layers approximately 100 mm (4") thick. Each layer shall be moistened and thoroughly compacted. Mast arms for wood pole installations shall be fabricated from standard pipe, free from burrs. Each mast arm shall be provided with an insulated wire inlet and wood pole mounting brackets for mast arm and tie-rod cross arm. Tie rods shall be of structural steel and pipe. Mast arms for luminaires shall be mounted to provide a mounting height of 9.1 m (30'). Mast arms for traffic signals and flashing beacons shall provide a minimum vertical clearance of 5.2 m (17') from bottom of equipment to the pavement. Wood poles, not to be painted, shall be pressure treated after fabrication with creosote, pentachlorophenol (oil borne) or copper naphthenate as provided in Section 204-2, "Treatment With Preservatives." All wood poles shall be pressure treated after fabrication with ammoniacal copper arsenate, chromated copper arsenate or ammoniacal copper zinc arsenate as provided in Section 204-2, 'Treatment With Preservatives." The minimum retention for water borne preservatives shall be that specified for posts. 209-2.13 Sign Control. Each sign illumination installation shall be provided with a disconnect circuit breaker mounted on the sign standard or structure, as shown on the plans. Where the sign lighting is served from a series lighting circuit through a series-multiple transformer, the circuit breaker shall be installed in the secondary circuit. Where the sign lighting is served through a multiple-multiple transformer, the circuit breaker shall be installed in the primary circuit. Circuit breakers shall meet the requirements for circuit breakers in Section 209-2.11, "Service." Enclosure for the circuit breaker shall be NEMA Type 3R, shall be galvanized or shall be cadmium plated, and shall be provided with dead front panel and a hasp with a 11 mm (7/i6u) diameter hole for a padlock. Padlocks will be furnished by others. When the sign structure is to be painted, the circuit breaker or sign switch enclosure shall be painted the same color as the sign structure on which it is mounted. 209-2.14 Testing. Attention is directed to Section 4-1.4, Test of Materials." Testing shall conform to the following: 209-2.14A Materials Testing. Material and equipment to be tested shall be delivered to a testing location designated by the Engineer. Testing will be performed by the Agency. Testing and quality control procedures for Model 170 and Model 2070 controller assemblies shall conform to the requirements in 'Transportation Electrical Equipment Specifications," and 'Traffic Signal Control Equipment Specifications," issued by the State of California, Department of Transportation, and to all addendums thereto current at the time of project advertising. Testing and quality control procedures for all other traffic signal controller assemblies shall conform to the requirements in the NEMA TS Standards for Traffic Control Systems. In the event equipment submitted for testing does not comply with specifications, the Contractor shall remove the equipment for repair within 5 working days after notification that the equipment is rejected. In the event the equipment is not removed within that period, it may be shipped to the Contractor at the Contractor's expense. The Contractor shall allow 30 days for Agency testing from the time the material or equipment is delivered to the Agency test site. When equipment being tested has been rejected for failure to comply with the specifications, the Contractor shall allow 30 days for Agency retesting. The retesting period shall begin when the corrected equipment is made available at the test site. Revised 10/08/03 Contract No. 3895 Page 101 of 117 Pages All testing subsequent to rejection of the equipment for failure to comply with specification requirements will be at the expense of the Contractor. Deductions to cover the cost of that testing will be made from any moneys due or which may become due the Contractor under the contract. The Contractor will be notified when testing of the equipment has been completed and it shall be the Contractor's responsibility to deliver the equipment to the site of the work or, at the Contractor's request and the Agency's convenience, the Agency will pack and ship the equipment to the Contractor or to the site of work. The sum of $100 or the actual cost of packing and shipping, whichever amount is greater, will be deducted, for each unit of equipment snipped by the Agency, from any moneys due to the Contractor under the contract. 209-2.14B Field Testing. Prior to start of functional testing, the Contractor shall perform the following tests on all circuits, in the presence of the Engineer. 209-2.146(1) Continuity. Each circuit shall be tested for continuity. 209-2.146(2) Ground. Each circuit shall be tested for grounds. 209-2.146(3) Insulation Resistance. An insulation resistance test at 500 volts DC shall be made on each circuit between the circuit and a ground. The insulation resistance shall not be less than 10MQ on all circuits, except for inductive loop detector circuits which shall have an insulation resistance value of not less than 100 MQ. The insulation resistance test shall not be performed on magnetometer sensing elements. Splices in the pull box adjacent to the magnetometer sensing elements shall not be made prior to performing the test on the lead-in conductors between the pull box and the controller cabinet field terminals. 209-2.14C Functional Testing. Attention is directed to Section 209-1.06, "Scheduling of Work," regarding requirements for test periods. A functional test shall be made in which it is demonstrated that each and every part of the system functions as specified. The functional test for each new or modified system shall consist of not less than 5 days of continuous, satisfactory operation. If unsatisfactory performance of the system develops, the condition shall be corrected and the test shall be repeated until the 5 days of continuous, satisfactory operation is obtained. Turn-on of new or modified traffic signals shall be made only after all traffic signal circuits have been thoroughly tested as specified above. Except for new or modified portions of existing lighting circuits and sign illumination systems. The Agency will maintain the system or systems during the test period and will pay the cost of electrical energy for the operation of all of the facilities that are undergoing testing. The cost of any necessary maintenance performed by the Agency on new circuits or on the portions of existing circuits modified under the contract, except electrical energy, shall be at the Contractor's expense and will be deducted from any moneys due, or to become due, the Contractor. A shutdown of the electrical system resulting from damage caused by public traffic, from a power interruption or from unsatisfactory performance of Agency-furnished materials shall not constitute discontinuity of the functional test. Revised 10/08/03 Contract No. 3895 Page 102 of 117 Pages 209-2.15 Galvanizing. Galvanizing shall be in accordance with the provisions in Section 210-3.6, "Galvanizing for Traffic Control Facilities," except that cabinets may be constructed of material galvanized prior to fabrication in conformance with the specifications of ASTM Designation: A 525 or A 525M, Coating Designation G 90, in which case all cut or damaged edges shall be painted with at least 2 applications of approved unthinned zinc-rich primer (organic vehicle type) conforming to the requirements in Section 210-3.5, "Repair of Damaged Zinc Coating." Aerosol cans shall not be used. Other types of protective coating shall be approved by the Engineer prior to installation. Iron or steel pipe standards and pipe mast arms shall be hot-dip galvanized after fabrication in conformance with the specifications of ASTM Designation: A 53. Galvanized surfaces shall have spurs removed. Tie-rods, bolts, nuts, washers, clamps and other miscellaneous ferrous parts shall be hot-dip galvanized after fabrication in accordance with the provisions in Section 210-3.6, "Galvanizing for Traffic Control Facilities." Not less than 250 mm (10") of the upper end of the anchor bolts, anchor bars, or studs, and all nuts and washers shall be galvanized in accordance with the provisions in Section 210-3.6, "Galvanizing for Traffic Control Facilities." After galvanizing, the bolt threads shall accept galvanized standard nuts without requiring tools or causing removal of protective coatings. Galvanizing of existing materials in an electrical installation will not be required. 209-2.16 Painting. Painting of electrical equipment and materials shall conform to the provisions in Section 310, "Painting," with the following additions and modifications. Paint materials for electrical installations, unless otherwise specified, shall conform to the provisions in Section 210, "Paint and Protective Coatings." Factory or shop cleaning methods for metals will be acceptable if equal to the methods specified herein. In lieu of the temperature and seasonal restrictions for painting as provided in Section 310, "Painting," paint may be applied to equipment and materials for electrical installations at any time permitted by the Engineer. All ungalvanized ferrous surfaces to be painted shall be cleaned prior to applying the prime coat. Blast cleaning will not be required. If an approved prime coat has been applied by the manufacturer, and it is in good condition, the first primer application by the Contractor will not be required. Existing equipment to be painted in the field, including Agency-furnished equipment, shall be washed with a stiff bristle brush using a solution of water containing 7.5 ml of heavy duty detergent powder per liter (2 tablespoons per gallon). After rinsing, all surfaces shall be wire brushed with a coarse, cup shaped, power-driven brush to remove all poorly bonded paint, rust, scale, corrosion, grease or dirt. Any dust or residue remaining after wire brushing shall also be removed prior to priming. Immediately after cleaning, all galvanized surfaces and all non-ferrous metal surfaces shall be coated with one application of Primer (Wash) Pre-Treatment, Section 210-1.5 or wash primer conforming to the requirements of Military Specification MIL-P-15328D. The wash primer shall be applied by spraying or brushing to produce a uniform wet film on the surface. Galvanized equipment and wood poles for traffic signal or flashing beacon installations shall not be painted. New galvanized metal surfaces to be painted in the field shall be cleaned as specified for existing equipment before applying the prime coats specified. Wire brushing of new galvanized surfaces will not be required. After erection, all exterior surfaces shall be examined for damaged primer and the damaged surfaces shall be cleaned and spot coated with primer. Galvanized metal guard posts shall not be painted. Painting of Agency-furnished controller cabinets will not be required. Revised 10/08/03 Contract No. 3895 Page 103 of 117 Pages Types II and III steel service equipment enclosures shall be painted with a polymeric or an enamel coating system conforming to Color No. 14672 (light green) of Federal Standard 595B. All coatings shall be commercially smooth, substantially free of flow lines, paint washout, streaks, blisters, and other defects that would impair serviceability or detract from general appearance. The coatings shall comply with the following requirements: 1) Coating Hardness - The finish shall have a pencil lead hardness of HB minimum using an Eagle Turquoise pencil. 2) Salt Spray Resistance - The undercutting of the film of the coating system shall not exceed 3 mm (V8") average, from lines scored diagonally and deep enough to expose the base metal, after 250 hours exposure in a salt spray cabinet in accordance with ASTM Designation: B 117. 3) Adherence - There shall be no coating loss when tested by California Test 645. Compliance of the coating system to the above requirements may be determined by the application of the coating, to 100 mm (4") x 200 mm (8") x 0.6 mm (0.0236") test specimens of the same material as the cabinets, in the same manner as applied to the cabinets. A Certificate of Compliance shall be furnished in accordance with the provisions of Section 4-1.5, "Certification," certifying that the coating system furnished complies in all respects with these requirements. Interior of metal signal visors, louvers and front faces of back plates shall be finished with 2 applications of lusterless black exterior grade latex paint formulated for application to properly prepared metal surfaces, except that factory finish in good condition will be acceptable. Metal signal sections, signal head mountings, brackets and fittings, outside of visors, pedestrian push button housings, pedestrian signal sections and visors, and back faces of back plates, shall be finished with 2 applications of lusterless black or dark olive green exterior grade latex paint formulated for application to properly prepared metal surfaces. Dark olive green color shall match Color Chip No. 68 on file at the CALTRANS Transportation Laboratory. Conduit and conduit fittings above ground shall be prepared and finished in the same manner as the adjacent standard or post. Relocated, reset or modified equipment previously finished as specified in this Section 209-2.16, except for galvanized standards previously finished with traffic signal yellow enamel, shall be given a spot finishing application on newly primed areas, followed by one finishing application over the entire surface. If any signal faces or mounting brackets are required to be painted under this Section, all signal faces and mounting brackets on the same mounting shall be repainted. Small rusted or repaired areas of relocated or reset galvanized equipment shall be cleaned and painted as provided in Section 210-3.6, "Galvanizing for Traffic Control Facilities,"for repairing damaged galvanized surfaces. Equipment number shall be neatly stenciled on the standard or adjacent structure. The number designation will be determined by the Engineer. All paint shall be applied either by hand brushing or by spraying machines in the hands of skilled operators. The work shall be done in a neat and workmanlike manner. The Engineer reserves the right to require the use of brushes for the application of paint, should the work done by the paint spraying machine prove unsatisfactory or objectionable, as determined by the Engineer. W Revised 10/08/03 Contract No. 3895 Page 104 of 117 Pages 209-3 LIGHTING 209-3.01 High Pressure Sodium Luminaires. High pressure sodium luminaires shall be the enclosed type with a horizontal burning lamp. Luminaires shall be the cutoff type. Each luminaire shall consist of a housing, a reflector, a refractor or a lens, a lamp socket, an integral ballast, a terminal strip and a lamp. Housings shall be fabricated from aluminum. Housings that are painted shall withstand a 1000-hour salt spray test as specified in ASTM Designation: B 117. All other metal parts of the housing shall be fabricated from metal at least equal in corrosion resistance and finish to the metal in the housing. Each housing shall be provided with a slip-fitter capable of mounting on a 50 mm (2") pipe tenon and of being adjusted 5 degrees from the axis of the tenon. The clamping brackets of the slip-fitter shall not bottom out on the housing bosses when adjusted within the ±5 degree range. No part of the slip-fitter mounting brackets on the luminaires shall develop a permanent set in excess of 0.5 mm (0.020") when the four 10 mm (3/8") diameter cap screws used for mounting are tightened to 13 N-m (10 ft/lbs.). All luminaires to be mounted on horizontal mast arms, when tested in accordance with California Test 611, shall be capable of withstanding cyclic loading in (G = Acceleration of Gravity): 1. a vertical plane at a minimum peak acceleration level of 3.0 G peak-to-peak sinusoidal loading (same as 1.5 G peak) with the internal ballast removed, for a minimum of 2 million cycles without failure of any luminaire parts. 2. a horizontal plane perpendicular to the direction of the mast arm at a minimum peak acceleration level of 1.5 G peak-to-peak sinusoidal loading (same as 0.75-G peak) with the internal ballast installed, for a minimum of 2 million cycles without failure of any luminaire parts. 3. a vertical plane at a minimum peak acceleration level of 1.0 G peak-to-peak sinusoidal loading (same as 0.5-G peak) with the internal ballast installed, for a minimum of 2 million cycles without failure of any luminaire parts. Each mast arm mounted luminaire shall be furnished with a photoelectric unit receptacle. If a photoelectric unit receptacle is included and the plans call for the omission of a photoelectric unit, a rain tight shorting cap shall be installed. The surface of each reflector shall be specular and shall be protected by either an anodized finish or a silicate film. The reflector shall be shaped so that a minimum of light is reflected through the arc tube of the lamp. Each refractor or lens shall be mounted in a frame that is hinged to the housing and secured with a spring-loaded latch. Each refractor shall be made of glass or polycarbonate plastic. Each lens shall be made of heat and impact resistant glass. The optical system, consisting of the reflector, refractor or lens, lamp socket and lamp, shall be in a sealed chamber. Sealing shall be provided by a gasket between the reflector and refractor or lens and a gasket between the reflector and lamp socket. The chamber shall have provision for filtered flow of air in and out of the chamber due to lamp heat. Filtering shall be accomplished by either a separate filter or a filtering gasket. Each lamp socket shall be a porcelain enclosed mogul-multiple type. The shell shall contain integral lamp grips to assure electrical contact under conditions of normal vibration. The socket shall be mounted in the luminaire in a manner to permit pre-setting a variety of specified light distribution patterns. The socket shall be rated for 1500 W and 600 V, and shall be rated for a 4-kV pulse. When the components are mounted on a down-opening door, the door shall be hinged and secured to the luminaire housing separately from the refractor or flat lens frame. The door shall be easily removable and replaceable. The door shall be secured to the housing in a manner to prevent its accidental opening when the refractor or flat lens frame is opened. Field wires connected to the luminaire shall terminate on a barrier type terminal block secured to the housing. The terminal screws shall be captive and equipped with wire grips for conductors up to No. 6. Each terminal position shall be clearly identified. The minimum light distribution for each luminaire shall be as shown on the isolux diagrams on the plans. The maximum brightness of each cutoff luminaire, with the lamp indicated, shall be as Table 209-3.01 (A): Revised 10/08/03 Contract No. 3895 Page 105 of 117 Pages TABLE 209-3.01 (A) CUTOFF TYPE LUMINAIRE Lamp ANSI Code No. S55 S66 S50 S67 S51 Lamp Wattage 150 200 250 310 400 Maximum Brightness (cd/m2) 140 140 175 210 260 Brightness readings will be taken using a brightness meter with an acceptance angle of 1.5 degrees. When measured on the 90-degree and 270-degree lateral angle line, the maximum brightness shall not exceed the above specified brightness when the meter is located at a horizontal distance of 37 m (120') and a vertical distance of 2.3 m (7.5') between the luminaire and the meter, or at an angle of 3 degrees 35 minutes from the horizontal to the line between the luminaire and the meter. Measurements shall be made from both the 90-degree line and the 270-degree line and averaged. The lamp used for each test shall be operated at the wattage necessary to produce a light output as shown in Table 209-3.01 (B): TABLE 209-3.01 (B) LAMP WATTAGE VERSUS LIGHT OUTPUT Lumens 16000 22000 27000 37000 50000 Lamp Wattage 150 200 250 310 400 209-3.01 A High Pressure Sodium Lamp Ballasts. Each ballast shall be designed for the type, characteristics and wattage of the lamp it is to operate and it shall provide the proper starting and operating waveforms, voltage and current. Ballasts shall provide reliable lamp starting and operation at ambient temperature down to -30°C for the rated life of the lamp. Ballasts shall be designed for continuous operation at ambient air temperatures from -20°C to 25°C without reduction in ballast life. Ballasts shall have a design life of not less than 100,000 hours. Ballasts shall be designed to operate for at least 180 cycles of 12 hours on and 12 hours off, with the lamp circuit in an open or short-circuited condition and without measurable reduction in the operating requirements. Ballasts shall be tested in accordance with the requirements of ANSI C82.6-1980, "Methods of Measurement of High-Intensity-Discharge Lamp Ballasts." Starting aids for ballasts of a given lamp wattage shall be interchangeable between ballasts of the same wattage and manufacturer without adjustment. A Certificate of Compliance conforming to the provisions in Section 4-1.5, "Certification," shall be submitted by the manufacturer with each lot of integral ballast luminaires and with each lot of ballasts designed for use outside of luminaires. The certificate shall state that the lot of ballasts meets, in every respect, the above requirements and the lamp-ballast specifications of the lamp manufacturer. The input voltage for ballasts shall be as shown on the plans or as specified in these special provisions. Each integral ballast shall consist of separate components, each of which shall be capable of being easily replaced. A starting aid which is encapsulated will be considered as a single component. Each component shall be provided with screw terminals, NEMA tab connectors or a single multi-circuit connector. All conductor terminals shall be identified as to the component terminal to which they connect. Heat-generating components shall be mounted so as to use the portion of the luminaire upon which they are mounted as a heat sink. Capacitors shall be located as far as practicable from heat-generating components or shall be thermally shielded to limit the case temperature to 75°C. Revised 10/08/03 Contract No. 3895 Page 106 of 117 Pages Transformers and inductors shall be resin-impregnated for protection against moisture. Capacitors, except those in starting aids, shall be metal cased and hermetically sealed. Ballasts to be located remote from the luminaire shall be the submersible type and shall conform to the requirements in Section 209-6.09C, "Submersible Type Transformers." All components, including starting aid, shall be enclosed in a single housing. Ballast leads shall extend a minimum of 300 mm (12") from the case. Steel housings shall be galvanized or painted. Ballast housings shall be clearly labeled to indicate lamp type, lamp wattage and input voltage. Ballasts for high-pressure sodium lamps shall have a ballast characteristic curve which will intersect both of the lamp-voltage limit lines between the wattage limit lines and remain between the wattage limit lines throughout the full range of lamp voltage. This requirement shall be met not only at the rated input voltage of the ballast, but also at the lowest and highest input voltage for which the ballast is rated. Throughout the lifetime of the lamp, the ballast curve shall fall within the specified limits of lamp voltage and wattage. Ballasts for luminaires to be mounted on mast arms, brackets or lowering assemblies shall be located within the luminaire housing. 209-3.01 A(1) Regulator Type Ballasts. Regulator type ballasts shall conform to the following: For nominal input voltage and lamp voltage, the ballast design center shall not vary more than 7.5 percent from rated lamp watts. The ballast shall be designed so that a capacitance variance of ±6 percent will not cause more than a ±8 percent variation in lamp wattage regulation throughout rated lamp life for nominal input voltage. The lamp current crest factor shall not exceed 1.8 for input voltage variation of ±10 percent at any lamp voltage from initial through life. Regulator type ballasts shall be lag-type or lead-type conforming to the following: Lag-Type Regulator Ballasts.— Each lag-type regulator ballast shall have the primary and secondary windings electrically isolated and, when operated with the appropriate lamp, shall have the following characteristics and shall maintain the following lamp operation: The power factor shall be not less than 90 percent throughout the life of the lamp at nominal line voltage with a nominally rated reference lamp. Lamp wattage regulation spread at any lamp voltage from nominal through life shall not vary by more than 18 percent for ±10 percent input voltage variation. Lead-Type Regulator Ballasts.— Each lead-type regulator ballast (CWA-constant wattage auto- regulator) shall, when operated with the appropriate lamp, have the following characteristics and shall maintain the following lamp operation: The power factor shall be not less than 90 percent when the ballast is operated at nominal line voltage with a nominally rated reference lamp. Lamp wattage regulation spread at any lamp voltage from nominal through life shall not vary by more than 30 percent for ±10 percent input voltage variation. 209-3.01 A(2) Autotransformer or Reactor Type Ballasts. Each nonregulating reactor, autotransformer, or high reactance ballast shall, when operated with the appropriate lamp, have the following characteristics and shall maintain the following lamp operations: The power factor shall be not less than 90 percent when the ballast is operated at nominal line voltage with a nominally rated reference lamp. Revised 10/08/03 Contract No. 3895 Page 107 of 117 Pages Lamp wattage regulation spread at any lamp voltage from nominal through life shall not vary by more than 25 percent for ±5 percent input voltage variation. For nominal input voltage and lamp voltage, the ballast design center shall not vary more than 7.5 percent from rated lamp watts. The lamp current crest factor shall not exceed 1.8 for input voltage variation of ±5 percent at any lamp voltage from initial through life. 209-3.01 B High Pressure Sodium Lamps. High pressure sodium lamps shall conform to the ANSI Standard: C 78, "Lamp Specifications, Physical and Electrical Characteristics of High-Intensity- Discharge Lamps," when tested in accordance with ANSI Standard: C 78.388, "Methods of Measurement of High Pressure Sodium Lamp Characteristics." High-pressure sodium lamps shall have a minimum average rated life of 24 000 hours. 209-3.02 Photoelectric Controls. Photoelectric controls, as specified in these special provisions or as shown on the plans, shall be capable of switching multiple lighting systems directly. Type IV photoelectric control shall be used unless otherwise shown on the plans or required by these special provisions and shall be installed in a receptacle integral with the luminaire. Type IV photoelectric control shall consist of a photoelectric unit which plugs into an EEI-NEMA twist lock. 209-3.02A Terminal Blocks. Terminal blocks shall be rated at 25 A, 600 V, shall be molded from phenolic or nylon material and shall be the barrier type with plated brass screw terminals and integral type marking strips. 209-3.03 Transformers. Multiple to multiple and series to multiple transformers shall be of the single-phase, dry type designed for operation on a 60 Hz supply. 209-4 PAYMENT 209-4.01 Payment. The contract lump sum price or prices paid for signal, flashing beacon, lighting, sign illumination, traffic monitoring station, closed circuit television systems, or combinations thereof; for modifying or removing those systems; for temporary systems; or the lump sum or unit prices paid for various units of those systems; or the lump sum or per meter price paid for conduit of the various sizes, types and installation methods listed in the Engineer's Estimate shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all the work involved in furnishing and installing, modifying, or removing the systems, combinations or units thereof, as shown on the plans, as specified in these special provisions, and as directed by the Engineer, including any necessary pull boxes (except when the type required is shown as a separate contract item); excavation and backfill; concrete foundations (except when shown as a separate contract item); pedestrian barricades; furnishing and installing illuminated street name signs; installing Agency-furnished sign panels on pedestrian barricades, on flashing beacon standards, and on traffic signal mast arms; restoring sidewalk, pavement and appurtenances damaged or destroyed during construction; salvaging existing materials; and making all required tests. Full compensation for all additional materials and labor, not shown on the plans or specified, which are necessary to complete the installation of the various systems, shall be considered as included in the prices paid for the systems, or units thereof, and no additional compensation will be allowed therefore, except as provided in Section 209-1.05, "Maintaining Existing and Temporary Electrical Systems." oRevised 10/08/03 Contract No. 3895 Page 108 of 117 Pages SECTION 210 - PAINT AND PROTECTIVE COATINGS 210-1 PAINT. 210-1.5 Paint Systems. Add the following to Table 210-1.5(A) TABLE 210-1.5 (A) Surface to be Painted Temporary Railing type (K) Pre-Treatment / Surface Preparation Abrasive Blast Cleaning to a Roughened, Textured Appearance Primer None (1) acrylic emulsion paint designed for use on exterior masonry. This paint sha Federal Specification TT-P-19 (latest revision), Paint, Acrylic Emulsion, Exterioi This paint may be tinted by using "universal" or "all purpose" concentrates. Finish Coats Two coats white Acrylic Emulsion Paint (1) 1 comply in all respects to r. 210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows: Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons, and curbs shall be rapid dry water borne conforming to CALTRANS Specification No. PTWB-01. Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall markings and stop bars shall be alkyd thermoplastic conforming to CALTRANS Specification No. 8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the molten thermoplastic material and shall conform to the requirements of CALTRANS Specification No. 8010-004 (Type II). CALTRANS Specifications for water borne paint, thermoplastic material and glass beads may be obtained from the CALTRANS Transportation Laboratory, P.O. Box 19128, Sacramento, CA 95819, telephone number (916) 227-7000. 210-3 GALVANIZING Add the following section: 210-3.6 Galvanizing for Traffic Signal Facilities. The requirements of this section shall pertain only to the preparation and galvanizing of traffic signal facilities. Galvanizing of products fabricated from rolled, pressed and forged steel shapes, plates, bars and strip 3.2 mm (1/e") thick or thicker, shall conform to the specifications of ASTM Designation: A 123, except that complete seal welding of tightly contacting surfaces of these products prior to galvanizing is required only where seal welding is shown on the plans or specified in these special provisions. Except for pre-galvanized standard pipe, galvanizing of material 3.2 mm (V8") thick or thicker shall be performed after fabrication into the largest practical sections. At the option of the Contractor, material thinner than 3.2 mm (V8") shall be galvanized either before fabrication in conformance with the requirements of ASTM Designation: A 525M, Coating Designation Z600, or after fabrication in conformance with the requirements of ASTM Designation: A 123, except that the weight of zinc coating shall average not less than 365 g per square meter (1.2 oz. per ft2) of actual surface area with no individual specimen having a coating weight of less than 305 g per square meter (1.0 oz. per ft2). Galvanizing of standard pipe shall conform to the requirements of ASTM Designation: A 53. Galvanizing will not be required for stainless steel, monel metal and similar corrosion resistant parts. Fabrication shall include all operations such as shearing, cutting, punching, forming, drilling, milling, bending, welding and riveting. All welded areas shall be thoroughly cleaned prior to galvanizing to remove all slag or other material that would interfere with the adherence of the zinc. When it is necessary to straighten any sections after galvanizing, the work shall be performed without damage to the zinc coating. Revised 10/08/03 Contract No. 3895 Page 109 of 117 Pages Galvanizing of iron and steel hardware and nuts and bolts, when specified or shown on the plans, shall conform to the specifications of ASTM Designation: A 153, except whenever threaded studs, bolts, nuts, and washers are specified to conform to ASTM Designation: A 307, A 325, A 325M, A 449, A 563, A 563M, or F 436 and zinc coating is required, they shall be hot-dip zinc coated or mechanically zinc coated in accordance with the requirements of the ASTM Designations. Unless otherwise specified, galvanizing shall be performed after fabrication. Components of bolted assemblies shall be galvanized separately before assembly. Tapping of nuts or other internally threaded parts to be used with zinc coated bolts, anchor bars or studs shall be done after galvanizing and shall conform to the requirements for thread dimensions and overlapping allowances in ASTM Designation: A 563 or A 563M. When specified, painting of zinc coated surfaces shall be in accordance with the procedures in Section 210-1, "Paint." Galvanized surfaces that are abraded or damaged at any time after the application of the zinc coating shall be repaired by thoroughly wire brushing the damaged areas and removing all loose and cracked coating, after which the cleaned areas shall be painted with 2 applications of unthinned zinc-rich primer (organic vehicle type) conforming to the provisions in Section 210-3.5, "Repair of Damaged Zinc Coating." Aerosol cans shall not be used. SECTION 213 - ENGINEERING FABRICS Add the following section: 213-3 EROSION CONTROL SPECIALTIES. Add the following section: 213-3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled with no less than 23kg (50 Ibs) of 19 mm (3/4") crushed rock and securely tied closed. Plastic bags are not acceptable. Revised 10/08/03 Contract No. 3895 Page 110 of 117 Pages SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION PART 3, CONSTRUCTION METHODS SECTION 300 - EARTHWORK 300-1 CLEARING AND GRUBBING. 300-1.1 General, add the following to the third paragraph: During surface clearing operations, the Contractor shall not cover or bury any plant growth or other objectionable materials. If the Contractor cannot successfully separate the plant growth from the surface soil and advertently or inadvertently mixes organic or other objectionable materials with the soil, the soil so contaminated shall be removed from the site by the Contractor. All costs, if any, associated with removing the soil mixed with organic or other objectionable materials and importing soil to replace said contaminated soil shall be borne by the Contractor and no additional payment therefore shall be made to the Contractor. 300-1.3 Removal and Disposal of Materials, add the following: Also included in clearing and grubbing shall be removal and disposal of existing street poles and lights, metal guard rail, fences, asphalt concrete and aggregate base, concrete curb and gutter, concrete sidewalk, existing gate, existing headwalls, rip-rap, traffic signs, and other existing features which interfere with the work. Whether or not such items are shown on the plans they shall be removed as a part of clearing and grubbing. Existing underground pipes and conduits that are shown on the plans and designated to be removed shall be removed by the Contractor as a part of clearing and grubbing. 300-1.4 Payment, modify as follows: Payment for clearing and grubbing associated with each street light shall be included in the lump sum price bid for each street light within the project limits and no other payments will be made. Unless otherwise noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for each street light, and no additional payment will be made. 300-9 GEOTEXTILES FOR EROSION CONTROL. Modify as follows: 300-9 GEOTEXTILES FOR EROSION CONTROL AND WATER POLLUTION CONTROL. Add the following section: 300-9.2 General. The Contractor shall provide erosion control and water pollution control conforming to the requirements shown on the plans, as specified herein, and as elsewhere required by the Contract Documents. Erosion control and water pollution control shall include the work specified herein, and such additional measures, as may be directed by the Engineer, to meet Best Management Practices, as defined herein, and to properly control erosion and storm water damage of the limits of work and construction impacts upon areas receiving drainage flows from within the limits of work. Revised 10/08/03 Contract No. 3895 Page 111 of 117 Pages Add the following section: 300-9.2.1 Grading Controls. The Contractor shall protect all areas that have been graded andApr cleared and grubbed as well as areas that have not been graded and/or cleared and grubbed within the limits of work from erosion. The Contractor shall provide temporary earth berms, gravel bags, silt fences, stabilized construction entrances and similar measures, coordinated with its construction procedures, as necessary and as shown on the plans to control on site and off site erosion during the construction period. The Contractor will be required to protect areas which have been cleared and grubbed prior to excavation or embankment operations, and which are subject to runoff during the duration of the contract. The criteria used to determine the appropriate erosion control measures shall be the "Best Management Practices", hereinafter BMP, defined and described in the, "Stormwater Best Management Practices Handbook, Construction", January 2003 edition as published by the California Stormwater Quality Association. The Contractor shall maintain a copy of the "Stormwater Best Management Practices Handbook, Construction", January 2003 edition on the project site and shall conduct its operations in conformity to said Handbook. Temporary erosion control measures provided by the Contractor shall include, but not be limited to, the following: Excavation areas, while being brought to grade, shall be protected from erosion and the resulting siltation of downstream facilities and adjacent areas by the use of BMP measures. These measures shall include, but shall not be limited to, methods shown on the plans and described herein. Add the following section: 300-9.2.2 Payment. Full compensation for performing erosion control and water pollution control, conforming to the operational requirements herein, of the BMP and conforming to the requirements of the Federal Water Pollution Control Act, including the latest amendments thereto, which is not a part of the planned permanent work or included as a separate bid item shall be considered as included in the contract price bid for each street light, and no additional compensation will be allowed therefore. SECTION 302 - ROADWAY SURFACING Add the following section: 302-11 ASPHALT PAVEMENT REPAIRS AND REMEDIATION Add the following section. 302-11.1 General. Asphalt pavement Repairs and Remediation shall consist of the repair and restoration of existing asphalt pavement. Repair of asphalt pavement shall consist of the saw cutting, removal and disposal of existing asphalt pavement in conformance with section 300-1.3, compaction of existing subgrade in conformance with section 301-1, grading and compaction of base material in conformance with section 301-2, application of grade SS-1h emulsified asphalt and the placement of asphalt concrete base and wearing courses as specified herein Add the following section. 302-11.2 Full Depth Asphalt Concrete Patch. Full depth asphalt concrete patch shall consist of removing asphalt concrete and/or aggregate base/subgrade to 300 mm (1') below existing asphalt surface and placing replacing the material so removed with asphalt concrete. The area shown on the plans or set forth in the bid item are for estimating purposes only, final quantity will be as measured in the field. The Engineer will designate and mark the final limits of the asphalt patch area by outlining the area to be patched. The Contractor shall cut such areas to straight lines in square or rectangular areas as marked. The area so cut shall have two of the sides at right angles to the direction of traffic. The excavated faces of the base/subgrade shall be straight and vertical. The Contractor shall compact the upper 300mm (1') of subgrade to 95% relative compaction. A tack coat of SS-1h emulsified asphalt shall be applied uniformly to all asphalt to asphalt contact surfaces at a rate of 0.25 L/m to 0.45 L/m2 (0.05 to 0.10 gallons per square yard) in accordance with subsection 302-5.4, SSPWC. The Contractor shall fill and compact areas designated to be removed with 300 mm (1.0') full depth asphalt concrete. Asphalt concrete for full depth asphalt concrete patch shall be B-PG64-10. The asphalt concrete so constructed shall have a finish surface and density conforming to subsection 302-5.6.2 SSPWC. 302-11.3 Measurement and Payment. Asphalt pavement patching shall be included in the lump sum price bid for each street light, and no additional payment will be made therefore. Revised 10/08/03 Contract No. 3895 Page 112 of 117 Pages SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION 306-1 OPEN TRENCH OPERATIONS Add the following section: 306-1.1.7 Steel Plate Bridging - With a Non-Skid Surface. This section covers the use of steel plate bridging. The Contractor shall not employ the use or use steel plate bridging or trench plate that does not meet the requirements of this section both in application and circumstance of use. Add the following section: 306-1.1.7.1 Requirements for Use. Alternate construction methods that avoid the use of steel plate bridging shall be used by the Contractor unless otherwise approved by the Engineer. It is recognized that to accommodate excavation work, steel plate bridging may be necessary. All conditions for use of steel plate bridging set forth in the following requirements must be fulfilled as conditions of approval of the use of steel plate bridging. Consideration of steel plate bridging in the review process will take into account the following factors: 1. Traffic volume and composition. 2. Duration of use of the steel plate bridging. 3. Size of the proposed excavation. 4. Weather conditions. The following formula shall be used to score the permitted use of steel plate bridging: PS = [ APT + EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED (kmhl + SLOPE X 100] X LANES 1000 8 PS = [ APT H- EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED (mph^ + SLOPE X 100] X LANES 1000 5 where: PS = plate score. ADT = average daily traffic as defined in the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement. EWL = equivalent wheel loads as defined in the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control Devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement. DAYS = total number of 24 hour periods during which the plates will be utilized at the site being considered. WEEKEND = total number of Saturdays, Sundays and holidays that the plates will be utilized at the site being considered. NIGHTS = total number of overnight periods that the plates will be in place, exclusive of Saturday, Sunday and holiday nights. WEATHER = total number of 24-hour periods that the plates will be utilized at the site being considered when the possibility of rain exceeds 40 percent. SPEED = the design speed in kilometers per hour or miles per hour, as applicable in the formula above, of the street where the plates are to be installed. This number shall not be reduced for construction zone speed reductions. SLOPE = the quotient of the vertical differential divided by the horizontal distance. The vertical and horizontal dimensions shall be measured at the locations spanning a distance of 15 m (50') up and downstream of the position of the proposed steel plate bridging. LANES = the number of lanes where plates will be used. Revised 10/08/03 Contract No. 3895 Page 113 of 117 Pages When the computed value of the plate score exceeds 50, steel plate bridging shall not be used unless, and at the sole discretion of the Engineer, the Engineer determines that no alternative method of construction is possible in lieu of using steel plate bridging or that other overriding considerations make the use of steel plate bridging acceptable. Alternatives considered to bridging shall include, but not be limited to, detouring traffic, construction detour routes, tunneling, boring and other methods of trenchless construction. Unless specifically noted in the provisions of the Engineer's approval, the use of steel plate bridging at each location so approved shall not exceed four (4) consecutive working days in any given week. Add the following section: 306-1.1.7.2 Additional Requirements. In all cases when the depth of the trench exceeds the width of the steel plate bridging resting on each side of the pavement adjacent to the trench, safety regulations require or the Engineer determines that shoring is necessary to protect the health or safety of workers or the public the Contractor shall install shoring conforming to Section 7-10.4.1 of the Standard Specifications. The trench shoring shall be designed and installed to support the steel plate bridging and traffic loads. All approvals for design, substitution of materials or methods shall be submitted by the Contractor in accordance with all provisions of section 2-5.3 Shop Drawings and Submittals. The Contractor shall backfill and resurface excavations in accordance with section 306-1.5. Add the following section: 306-1.1.7.3 Installation. When backfilling operations of an excavation in the traveled way, whether transverse or longitudinal cannot be properly completed within a work day, steel plate bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow. In such cases, the following conditions shall apply: a) Steel plate bridging when the plate score exceeds 50 is not allowed except when, at the sole discretion of the Engineer, it is approved as specified hereinbefore. b) Steel plates used for bridging must extend a minimum of 610 mm (2') beyond the edges of the trench. c) Steel plate bridging shall be installed to operate with minimum noise. When the use of steel plate bridging and shoring is approved by the Engineer, the Contractor shall install using either Method (1) or (2) depending on the design speed of the portion of street where the steel plate bridging is proposed for use. Method 1 [For speeds more than 70 Km/hr (45 MPH)]: The pavement shall be cold planed to a depth equal to the thickness of the plate and to a width and length equal to the dimensions of the plate. The cold milling shall produce a flat surface that the plate shall rest on with no horizontal or vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed 25 mm (1") and shall be filled with elastomeric sealant material which may, at the contractor's option, be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of tables 203-5.2(8) and 203-5.3(A) . Method 2 [For speeds 70 Km/hr (45 MPH) or less]: Approach plate(s) and ending plate (if longitudinal placement) shall be attached to the roadway and shall be secured against displacement by using two adjustable cleats that are no less than 50 mm (2") shorter than the width of the trench bolted to the underside of each plate and located within 150 mm (6") of the beginning and end of the trench for plates at the beginning and end of the trench, a minimum of two 300 mm long by 19 mm diameter (12" x %") steel bolts placed through the plate and driven into holes drilled 300 mm (12") into the pavement section, or other devices approved by the Engineer. Subsequent plates shall be butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum slope 8.5% with a minimum 300 mm (12") taper to cover all edges of the steel plates. When steel plates are removed, the dowel holes in the pavement section shall be completely filled with elastomeric sealant material. At the Contractor's option, the methods required for Method 1 may be used. If the Contractor so elects, all requirements of Method 1 shall be used. The Contractor shall maintain the steel plates, shoring, and asphalt concrete ramps and maintain and restore the street surface during and after their use. Revised 10/08/03 Contract No. 3895 Page 114 of 117 Pages Add the following section: 306-1.1.7.4 Materials. The minimal thickness of steel plate bridging shall be as shown in Table 306- TABLE 306-1.1.7.4(A) REQUIRED PLATE THICKNESS FOR A GIVEN TRENCH WIDTH Maximum Trench Width (1) 0.3m (10") 0.6m (23") 0.8m (31") 1.0m (41") 1.6m (63") Minimum Plate Thickness 13mm (V2") 19mm (3/4") 22mm (7/8") 25mm (1") 32 mm (1 %") (1) For spans greater than 1.6 m (5'), a structural design shall be prepared by a registered civil engineer and submitted to the Engineer for review and approval in accordance with section 2-5.3. Steel plate bridging shall be steel plate designed to support the HS20-44 truck loading per CALTRANS Bridge Design Specifications Manual. The Contractor shall maintain a non-skid surface on the steel plate with no less than a coefficient of friction of 0.35 as determined by California Test Method 342. If a different test method is used, the Contractor may utilize standard test plates with known coefficients of friction available from the CALTRANS District 11 Materials Engineer to correlate skid resistance results to California Test Method 342. In addition to all other required construction signing, the Contractor shall install Rough Road (W33) sign with black lettering on an orange background in advance of steel plate bridging. Add the following section: 306-1.1.7.5 Measurement and Payment. Steel plate bridge materials including, but not limited to: steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and padding, signage, placing, installation, removal, relocation, preparation and processing of shop drawings and submittals to support the use of steel plate bridging and all other materials, labor, supervision, overhead of any type or description will be paid for as an incidental to the work that the bridging is installed to facilitate. No separate payment for steel plate bridging will be made. No extension to contract time will be allowed for, or because of, the use of steel plate bridging. 306-1.2.1 Bedding. All installation of, and bedding for recycled water, or potable water mains shall conform to Carlsbad Municipal Water District Rules and Regulations for the Construction of (Potable or Reclaimed) Water Mains, latest edition. 306-1.5 Trench Resurfacing. 306-1.5.1 Temporary Resurfacing. Delete the fourth and fifth paragraphs and substitute the following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and replaced with permanent resurfacing within 7 days of placement. No additional payment will be made for temporary bituminous resurfacing materials. The price bid for the associated conduit or structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing of such temporary resurfacing materials. Revised 10/08/03 Contract No. 3895 Page 115 of 117 Pages 306-1.5.2 Permanent Resurfacing. Add the following: Except as provided in section 306-1.5.1, 'Temporary Resurfacing," the Contractor shall perform permanent trench resurfacing within 24 hours after the completion of backfill and densification of backfill and aggregate base materials. 306-1.6 Basis of Payment for Open Trench Installation. Add the following: Any trenching performed as a part of the street lights installation shall be included in the lump sum price bid for each street light, and no additional payment will be made therefore. 306-5 ABANDONMENT OF CONDUITS AND STRUCTURES. Add the following: Unless otherwise noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of the work and shall replace said pipelines and conduits with properly compacted soils. Payment for removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and Grubbing, and no additional payment will be made. SECTION 307 - STREET LIGHTING AND TRAFFIC SIGNALS 307-3 STREET LIGHTING CONSTRUCTION. Modify as follows: Section 209, "Signals, Lighting and Electrical Systems" herein, shall replace Section 307-3, "Street Lighting Construction ", of the SSPWC in all matters pertaining to the specifications for measurement, payment, warranty, and methods of construction for all elements of street lighting. Revised 10/08/03 Contract No. 3895 Page 116 of 117 Pages APPENDIX "A" CITY OF CARLSBAD ROAD WORK ABC CONTRACTORS OFFICE # (760)XXX-XXXX FIELD # (760)XXX-XXXX Dear resident: As a part of the City of Carlsbad's ongoing program to maintain its streets, your street will be resurfaced with asphalt concrete over the existing roadway surface. This construction will require the closing of your street to through traffic for one day. Your street, from XYZ St. to DEFAve. will be closed to through traffic and resurfaced on: MON. TUB. WED. THU. FRI. DATE: XX/XX/XX from 7:OOA.M. to 5:00 P.M. If you don't plan to leave your home by 7:00 A.M. on the above date please park your car on an adjacent street in your neighborhood that will not be resurfaced. Streets scheduled for resurfacing can be determined by calling either the ontractor or the City of Carlsbad's Project Inspector. When walking to and from your car, emember not to walk on the newly overlaid street or you will have black residue on the bottom of your shoes. Please do not drive, walk on, walk pets, play, or skate on the newly overlaid asphalt. Also, please refrain from watering your lawns, washing cars, etc., approximately 6-8 hours after the asphalt is laid as running water will cause damage to the new surface. ABC is the Contractor that will be performing the resurfacing work for the city and you may call hem at the above phone number if you have any questions regarding the project. Resurfacing of your street will not occur on the day your trash is collected. Mail delivery may be delayed if the postman cannot reach the mailbox that day. If you have a moving company scheduled for that day please call and inform the Contractor of the date. If you have any concerns which cannot be addressed by the Contractor, you may call the ity's Project Inspector @ (xxx) xxx-xxxx. hank you for your cooperation as we work to make a better City of Carlsbad. Revised 10/08/03 Contract No. 3895 Page 117 of 117 Pages APPENDIX B STANDARD DRAWINGS I NORTH AND WEST ! PROPERTY LINE L 60' SOUTH AND EAST PROPERTY LINE STREET LIGHT. BASE AND OTRFPT CONDUIT TYPICAL BOTH —o i r\pc i s,DES Qp STREET FIRE HYDRANT TYPICAL BOTH SIDES OF STREET ~~V | UTILITY TRENCHSEE SDRSD M-15 FOR DETAILSTYPICAL BOTH SIDES TYPICAL SECTION LOCAL STREET NOTES 1). LOCATION OF WATER MAIN WILL GOVERN LOCATION OF UTILITIES. NORMALLY THE WATER MAIN WILL BE LOCATED ON SOUTH AND EAST SIDE OF STREET EXCEPT ON SINGLE LOADED STREETS WHERE IT MAY BE PLACED ON THE LOADED SIDE OF THE STREET. 2). STREET LIGHTS AND FIRE HYDRANTS WILL BE LOCATED 18" OFF OF SIDEWALK. 3). WATERLINE DEPTH TO BE 3.5' MIN. WITHIN ALL LOCAL AND COLLECTOR STREET CLASSIFICATIONS AND 4.5' MIN. ON ALL ARTERIAL STREETS. RECLAIMED WATERLINE DEPTH TO BE 4.5' MIN. WITHIN ALL LOCAL AND COLLECTOR STREET CLASSIFICATIONS AND 5.5' MIN. ON ALL ARTERIAL STREETS. 4). WHEN SIDEWALK MEANDERS, WATER METER SHALL BE INSTALLED AT BACK OF CURB. 5). HORIZONTAL ALIGNMENT OF UTILITIES SHALL FOLLOW THE STREET CURVATURE UNLESS SPECIFICALLY WAIVED BY THE CITY ENGINEER. REV.APPROVED DATE CITY OF CARLSBAD LOCATIONS OF UNDERGROUND UTILITIES CITY ENGINEER 6-04 DATE SUPPLEMENTAL /"%r> CA STANDARD NO. OO'DA -LIP 1/2" WIN. 3/4" MAX. '91/8" DEEP (SEE NOTE 2) EDGE TAPER PRECAST REINFORCED CONCRETE 2" TYPICAL FINISHED GRADE CLEAN CRUSHED ROCK f >- 0/2- MAX.) SECTION B-B *o.c* \ 1O VI _V\ p 4" *O.C* /" * ^ /A~ft y/ j 3/8"0 DEF. oLJ O< oLJ TYPE 31/2 5 COVER EDGE THICKNESS 1 3/4' 2' MIN. DEPTH BOX AND EXTENSION NO EXTENSION 22' L* 15 3/8" 23 1/4" W* 10 1/8" 13 3/4" R 1 1/8" 1 1/4" * TOP DIMENSION COVER REINFORCING PLAN NOTES: 1). USE STEEL COVER WHEN SUBJECTED TO TRAFFIC LOADS. 2). PULL BOX COVER SHALL BE MARKED "STREET LIGHTING" WHERE PULL BOX CONTAINS STREET LIGHTING CONDUCTORS ONLY. "HIGH VOLTAGE" SHALL BE ADDED WHERE VOLTAGE IS ABOVE 600 VOLTS. 3). THE L AND W DIMENSIONS OF THE COVER SEAT SHALL BE 1/8" GREATER THAN THE COVER DIMENSIONS. 4). COMPACT EARTH UNDER AND AROUND PULL BOX. REV.APPROVED DATE CITY OF CARLSBAD PULL BOX FOR TRAFFIC SIGNAL AND STREET LIGHTING 6-04 CITY ENGINEER DATE SUPPLEMENTAL STANDARD NO.O-l"^1 I CHAPTER 2 CITY OF CARLSBAD MODIFICATIONS TO THE SAN DIEGO REGIONAL STANDARD DRAWINGS Note: The minimum allowable concrete mix design for all concrete placed within public right- of-way shall be 560-C-3250 as specified in the Standard Specifications for Public Works Construction. DWG. MODIFICATION D-2 Enlarge curb inlet top to width of sidewalk (not to exceed 5'6") by length of inlet including wings. Existing reinforcing steel shall be extended across enlarged top to clear distances shown. D-20 Delete. D-27 Add: A maximum of three (3) combined outlets in lieu of Std. D-25. D-40 Add: "T" dimension shall be a minimum of three (3) times size of rip rap. D-70 Minimum bottom width shall be 6' to facilitate cleaning. D-71 Minimum bottom width shall be 6' to facilitate cleaning. D-75 Delete "Type-A" Add: 6" x 6" x #10 x #10 welded wire mesh, instead of stucco netting. E-1 Delete direct burial foundation. Add: The light standard shall be pre-stressed concrete round pole. E-2 Grounding per note 2. Attachment of the grounding wire to the anchor bolt shall be below the light standard base plate with an approved connection. G-3 Delete. G-5 Add: Note 4. Tack coat shall be applied between dike and existing asphalt concrete surface as specified in Section 302-5.4 SSPWC. G-6 Type B-1 not used. When specified, Type B-2 shall have a curb height of8", width of 6°, with a 3:1 batter. When specifically approved by the City Engineer, Type B-3 shall have a curb height of 8", width of 6", a 3:1 batter with the hinge point eliminated. G-11 Add: Remove curb/gutter and sidewalk from score-mark to score-mark or from joint-to-joint or approved combination. Arm Length 2.44m (8') mox Curve Overhang 305mm (1') min • Luminoire • Pole Top Light Standard Light Standard • Core 127mm (5") dia 305mm (12") high (min) Hand hole to (ace street Finish Code - Undisturbed Earth Select Sand, 95% minimum relativecompaction 332 kg/M3 C 22 Mpa (560-C-3250) P.C.C. Anchor base square or round, odd 305mm (11) to each dimension for loose soil or soft clay conditions. F 457mm (18") DIRECT BURIAL FOUNDATION 762mm (2'-6") ANCHOR BASE FOUNDATION POLE HEIGHT 7.62m ±610mm 25' 12' 8.53m ±6 10mm 28' ±2' 7m 23' -0" 8.1m 26' -6" MOUNTING HEIGHT 8.23m ±305mm 27' il' 9.14m ±305mm 30' ±1' 8.15m 26' -9" 9.14m 30' -0" LAMP SIZE (WATTS) 170 M.V. 100 H.P.S. 90 L.P.S. 400 M.V. 250 H.P.S. 180 L.P.S. 70 H.P.S. 150 H.P.S. Finished Grade Anchor bolts must not protrude-•6.35mm (1/4")minimum bolt clearance S '-Y "••-• Anchor bolt's (4 req.) 25.4mm x 914mm x 102mm (I"x36"x4") hook, galvanized. Use two leveling nuts with washers (all golv.) on each bolt. Revision ORIGINAL Add Metric By Approved Kerchevol T. Slanton Date 12/75 03/03 SAN DIEGO REGIONAL STANDARD DRAWING STREET LIGHTING STANDARD RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE DRAWING NUMBER E o 1 305mm s .10mm (#8) copper wire grounded to pole steel with lug. * '~1 Clomp — j JL.-i* | V V- dT~ c\\^^*~*r — \ ;•. J *^r ^ ^ ^ij*st*i»»•^''- \1 \>^ *>,, f * I§3 1w u vr | -10mm (^ wire grou steel witt *\ r^ STEEL CONDUIT NON-METALLIC CONDUIT DIRECT BURIAL FOUNDATION See Detail A Attach ground wire under anchor nut. 16mm (1/2") Rigid Steel Conduit — STEEL CONDUIT NON-METALLIC CONDUIT ANCHOR BASE FOUNDATION M) 19mm x 2.4m (3/4" x 8') copper covered ^~"^ steel ground rod. ("2) Alternate Ground: 4.57m (15") 35mm (no. 4) ^•^ stranded copper wire, coiled. \^) Approved non-metallic conduit. (T) Steel conduit. Steel Conduit Anchor Rods 1 DETAIL A Revision ORIGINAL Add Metric By Approved Kercheval T. Stonton Dote 12/75 03/03 SAN DIEGO REGIONAL STANDARD DRAWING GROUNDING OF CONCRETE LIGHTING STANDARDS RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE Chairperson R.C.E. 19246 Date DRAWING NUMBER r L APPENDIX C STREETLIGHT SITE PHOTOGRAPHS AND WORK LIMITS Street Light Pull Box Conduit C-1. Street Light W-1 Site Street Light Pull Box Conduit C-2. Street Light W-2 Site Street Light Pull Box Conduit C-3A. Street Light W-2 Site C-3B. Street Light W-3 Site Street Light Pull Box Conduit — °, ^ ",*!/_ .*£. C-4A. Street Light W-4 Site C-4B. Street Light W-4 Site Street Light Pull Box Conduit C-5A. Street Light W-5 Site Upon Pull Box Installation Verify with Engineer if Sidewalk Installation Needs to Occur at This Location C-5B. Street Light W-5 Site Servk* Point ^ '-, >' tKlldJMUIk!40^S3tafiut»I'<<Ht^!" . "T >•• f '.^?Sf>?^»?2SSM C-6A. Street Light W-6 Site Street Light Pull Box Conduit ..^12.». ^. Jt« ••-.-_ Jt? -^^ a**- C-6B. Street Light W-6 Site Street Light Pull Box Conduit C-7A. Street Light W-7 Site C-7B. Street Light W-7 Site C-8A. Street Light W-8 Site C-8B. Street Light W-8 Site Street Light Pull Box Conduit w*'*** **«»&*.k«** + Street Light E-1 Site C-9B. Street Light E-1 Site Street Light Pull Box Conduit C-10A. Street Light E-2 Site C-10B. Street Light E-2 Site C-11A. Street Light E-3 Site Street Light Pull Box Conduit C-11B. Street Light E-3 Site Replace Sidewalk After Street Light Installation Street Light Pull Box Conduit C-12A. Street Light E-4 Site C-12B. Street Light E-4 Site Street Light Pull Box Conduit to Be Located in the Field and Installed by Contractor C-13. Street Light E-6 Site