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Home My WebLink AboutSouthwest Pipeline & Trenchless Corp; 2010-12-08; 5503-1CITY OF CARLSBAD San Diego County California CONTRACT DOCUMENTS, GENERAL PROVISIONS, AND TECHNICAL SPECIFICATIONS FOR MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 BID NO. PWS11-02UTIL Revised 06/10/09 Contract No. 5503-1 Page 1 of 107 Pages TABLE OF CONTENTS Item Page Notice Inviting Bids 5 Contractor's Proposal 9 Bid Security Form 27 Bidder's Bond to Accompany Proposal 28 Guide for Completing the "Designation Of Subcontractors" Form 30 Designation of Subcontractor and Amount of Subcontractor's Bid Items 32 Bidder's Statement of Technical Ability and Experience 33 Bidder's Certificate of Insurance for General Liability, Employers' Liability, Automotive Liability and Workers' Compensation 34 Bidder's Statement Re Debarment 35 Bidder's Disclosure of Discipline Record 36 Non-Collusion Affidavit to Be Executed by Bidder and Submitted with Bid 38 Contract Public Works 39 Labor and Materials Bond 45 Faithful Performance/Warranty Bond 47 Optional Escrow Agreement for Surety Deposits in Lieu of Retention 49 Revised 06/10/09 Contract No. 5503-1 Page 2 of 107 Pages GENERAL PROVISIONS Section 1 Terms, Definitions Abbreviations and Symbols 1-1 Terms 52 1-2 Definitions 53 1-3 Abbreviations 57 1-4 Units of Measure 59 1-5 Symbols 60 Section 2 Scope and Control of The Work 2-1 Award and Execution of Contract 61 2-2 Assignment 61 2-3 Subcontracts -. 61 2-4 Contract Bonds 62 2-5 Plans and Specifications 63 2-6 Workto be Done 66 2-7 Subsurface Data 66 2-8 Right-of-Way 67 2-9 Surveying 67 2-10 Authority of Board and Engineer 71 2-11 Inspection 71 Section 3 Changes in Work 3-1 Changes Requested by the Contractor 71 3-2 Changes Initiated by the Agency 72 3-3 Extra Work 73 3-4 Changed Conditions 75 3-5 Disputed Work 76 Section 4 Control of Materials 4-1 Materials and Workmanship 79 4-2 Materials Transportation, Handling and Storage 83 Section 5 Utilities 5-1 Location 84 5-2 Protection 84 5-3 Removal 85 5-4 Relocation 85 5-5 Delays « 85 5-6 Cooperation 86 Section 6 Prosecution, Progress and Acceptance of the Work 6-1 Construction Schedule and Commencement of Work 86 6-2 Prosecution of Work 86 6-3 Suspension of Work 87 6-4 Default by Contractor 88 6-5 Termination of Contract 88 6-6 Delays and Extensions of Time 88 6-7 Time of Completion 89 6-8 Completion, Acceptance, and Warranty 90 6-9 Liquidated Damages 90 6-10 Use of Improvement During Construction 91 Revised 06/10/09 Contract No. 5503-1 Page 3 of 107 Pages Section 7 Responsibilities of the Contractor 7-1 Contractor's Equipment and Facilities 91 7-2 Labor 91 7-3 Liability Insurance 91 7-4 Workers' Compensation Insurance 91 7-5 Permits 92 7-6 The Contractor's Representative 93 7-7 Cooperation and Collateral Work 94 7-8 Project Site Maintenance 94 7-9 Protection and Restoration of Existing Improvements 96 7-10 Public Convenience and Safety 96 7-11 Patent Fees or Royalties 102 7-12 Advertising 102 7-13 Laws to be Observed 102 7-14 Antitrust Claims 103 Section 8 Facilities for Agency Personnel 8-1 General 103 Section 9 Measurement and Payment 9-1 Measurement of Quantities for Unit Price Work 103 9-2 Lump Sum Work 103 9-3 Payment 104 9-4 Bid Items 107 TECHNICAL SPECIFICATIONS DIVISION 01 - GENERAL REQUIREMENTS 01025 Measurement and Payment DIVISION 11 - EQUIPMENT 11080 Wastewater Bypass and Containment DIVISION 13 - SPECIAL CONSTRUCTION 13605 Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers APPENDIXES Appendix A Door Hanger for Project Notification Appendix B Applicable City Standard Drawings (for reference only) Appendix C Sample NCTD ROE Permit Appendix D Record Drawings Revised 06/10/09 Contract No. 5503-1 Page 4 of 107 Pages CITY OF CARLSBAD, CALIFORNIA NOTICE INVITING BIDS UNTIL 2:00 PM ON AUGUST 31, 2010, 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: Rehabilitate approximately 2,100 lineal feet of 6-inch and 8-inch gravity flow sewer pipeline with the installation of cured-in-place pipe (CIPP) liners. MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 BID NO. PWS11-02UTIL INSTRUCTIONS TO BIDDERS AND BID REQUIREMENTS This bid and the terms of the Contract Documents and General 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. 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. 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. The work shall be performed in strict conformity with the plans, provisions, 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 City of Carlsbad Technical Specifications and the Standard Specifications for Public Works Construction. Parts 2 & 3. current edition at time of bid opening and the supplements thereto as published by the "Greenbook" Committee of Public Works Standards, Inc. all hereinafter designated "SSPWC", as amended. Specification Reference is hereby made to the plans and specifications for full particulars and description of the work. The General Provisions (Part 1) to the SSPWC do not apply. Revised 06/10/09 Contract No. 5503-1 Page 5 of 107 Pages 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. BID DOCUMENTS The bid documents comprise the following documents which must be completed and properly executed including notarization, where indicated. 1. Contractor's Proposal 2. Bidder's Bond 3. Non-Collusion Affidavit 4. Designation of Subcontractor and Amount of Subcontractor's Bid 5. Bidder's Statement of Technical Ability and Experience 6. Acknowledgement of Addendum(a) 7. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of this contract. 8. Bidder's Statement Re Debarment 9. Bidder's Disclosure Of Discipline Record 10. Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for Security) ENGINEER'S ESTIMATE: 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 $435,000 TIME OF COMPLETION: The contractor shall complete the Work within the time set in the contract as defined in the General Provisions Section 6-7. SPECIALTY CONTRACTORS: ACCEPTABLE LICENSE TYPES 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: CLASSIFICATION "A" GENERAL ENGINEERING. ESCROW AGREEMENT 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. OBTAINING PLANS AND SPECIFICATIONS Sets of plans, various 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 $30.00 per set. If plans and specifications are to be mailed, the cost for postage should be added. Revised 06/10/09 Contract No. 5503-1 Page 6 of 107 Pages INTENT OF PLANS AND SPECIFICATIONS 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. REJECTION OF BIDS The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or informality in such bids. THE PAYMENT OF PREVAILING WAGES IS NOT REQUIRED The City of Carlsbad is a Charter City. Carlsbad Municipal Code Section 3.28.130 supersedes the provisions of the California Labor Code when the public work is not a statewide concern. The City Council has determined that it is not in the best interest of the city to require the payment of prevailing wages for this project. Payment of prevailing wages is at contractor's discretion. PRE BID MEETING A pre-bid meeting and tour of the project site will not be held. UNIT PRICES AND COMPUTATION OF BIDS 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. ADDENDUMS 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. Revised 06/10/09 Contract No. 5503-1 Page 7 of 107 Pages BOND AND INSURANCE REQUIREMENTS 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 one hundred percent (100%) of the total amount payable by the terms of the contract. 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 General 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. 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-:VII 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. 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. BUSINESS LICENSE 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. 2010-185 adopted on the 13th day of July, 2010. July 21, 2010 Date TJeputy City Clerk Revised 06/10/09 Contract No. 5503-1 Page 8 of 107 Pages CITY OF CARLSBAD MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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, General Provisions, Contract Documents, 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. 5503-1 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE "A" HEMLOCK AVENUE EXISTING SEWER REHABILITATION Item No. Description A-1 Contract Bonds, Insurance, Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) A-2 Furnish, Install, and Maintain Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen F/re / Approximate Quantity and Unit LS Unit Price (Figures) $ 10,000 Total Amount (Figures) $ 10.000 LS $'S'VO. 00 (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 1 of 16 Pages Item No. Description A-3. A-4 A-5 Thoroughly Clean Existing Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (640± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 136 One (Price in Words) Remove Protruding Sewer Laterals into the Sewer Main and Preliminary Point Repairs by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 TAe*.£*#<f fvttr (Price in Words) Approximate Quantity and Unit (Price in Words) Furnish & Install 6" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 1 3605 Unit Price (Figures) LS $ // &O0- Total Amount (Figures) &&&.$ 18EA $3>OO.*°$ 640± LF 0<>$ /7s J2-&. oRevised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 2 of 16 Pages Item No. Description A-6 A-7 A-8 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications Section 1 1 080 Approximate Quantity and Unit LS (Price in Words) Reinstate Sewer Laterals by a Robotically-Controlled Device from Inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications Section 1360 Thre (Unit Price in Words) Furnish and Install Sewer Lateral Inserts (Top Hat) by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications Section 13605 (Unit Price in Words) 18EA 18EA Unit Price (Figures) Total Amount (Figures) $ /, 00 0.60 $ // ec> /$ 'j Total amount of bid in words for Schedule "A": drr 77>6tf&fl</ Total amount of bid in numbers for Schedule "A": $l*O- °° Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). /, <^ _ has/have been received and is/are included in this proposal. *Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 3 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE "B" REDWOOD AVENUE EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) B-1 B-2 B-3 Contract Bonds, Insurance, Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) Furnish, Install, and Maintain Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen LS $ 10,000 (Price in Words) Thoroughly Clean Existing Sewer (Removal of Grease, Roots, and any Obstruction), and Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (580± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 (Price in Words) $ 10,000 LS $°° LS $_ Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 4 of 16 Pages Item No. Description B-4 B-5 B-6 B-7 Remove Protruding Sewer Laterals into the Sewer Main and Preliminary Point Repairs by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Fire Approximate Quantity and Unit 18 EA (Price in Words) Furnish & Install 6" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 (Price i ) Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 1108/y/ (Price in Words) Reinstate Sewer Laterals by a Robotically-Controlled Device from Inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 (Unit Price in Words) Unit Price (Figures) Total Amount (Figures) $ 580± LF $ LS 18 EA $_ ORevised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 5 of 16 Pages Item No. Description B-8 Furnish and Install Sewer Lateral Inserts (Top Hat) by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Approximate Quantity and Unit 18EA Unit Price (Figures) Total Amount (Figures) $ 2-7/0&G.ef° (Unit Price in Words) Total amount of bid in words for Schedule "B": ?>'Xih/ Total amount of bid in numbers for Schedule "B": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). this proposal. has/have been received and is/are included in Revised 08/27/1 0 Contract No. 5503-1 ADDENDUM NO 2 Page 6 of 1 6 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE "C" PIO PICO DRIVE EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) C-1 C-2 C-3 Contract Bonds, Insurance, Encroachment Permits, Rights-pf-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) Furnish, Install, and Maintain Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen LS $ 10,000 $ 10,000 (Price in Words) Thoroughly Clean Existing Sewer (Removal of Grease, Roots, and any Obstruction), and Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (400± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 1 3605 / / rrttapres (Price in Words) LS LS $ 600.'* Revised 08/27/1 0 Contract No. 5503-1 ADDENDUM NO 2 Page 7 of 1 6 Pages Item No. Description C-4 C-5 C-6 C-7 Remove Protruding Sewer Laterals into the Sewer Main and Preliminary Point Repairs by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 1360 Approximate Quantity and Unit 3 EA (Price in Words) Furnish & Install 8" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 (Price in Words) Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specificaions, Section 11080 (Price in Words) Reinstate Sewer Laterals by a Robotically-Controlled Device from Inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section.13605 (Unit Price in Words) Unit Price (Figures) 3& >0,** Total Amount (Figures) $ <?<?&. 400± LF $_$ /ar LS $ 3 EA Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 8 of 16 Pages Item No. Description C-8 Furnish and Install Sewer Lateral Inserts (Top Hat) by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Approximate Quantity and Unit SEA Unit Price (Figures) Total Amount (Figures) $ (Unit Price in Words) TotaLamoucrt of bid in words for Schedule "C": 7lT€/fry-<£x 7A*tf£4/r</ Total amount of bid in numbers for Schedule "C": $ 2,6? s Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). /> <=2 _ has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 9 of 16 Pages Item No. MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"D" AVENUE OF THE TREES EXISTING SEWER REHABILITATION Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) D-1 D-2 D-3 Contract Bonds, Insurance, Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) Furnish, Install, and Maintain Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen LS $ 10.000 (Price in Words) Thoroughly Clean Existing Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (230± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 $ 10,000 LS ot> LS $ (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 10 of 16 Pages Item No. Description D-4 D-5 Furnish & Install 8" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 (Price in Words) Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080V»5 r 'V/ie Approximate Quantity and Unit 230± LF LS (Price in Words) Total amount of bid ip words for Schedule "D": Unit Price (Figures) Total Amount (Figures) $ $ 7%eM5<nsr</ Total amount of bid in numbers for Schedule "D": $ / // 7 60- Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s).has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 11 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"E" MAGNOLIA AVENUE EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) E-1 Contract Bonds, Insurance, LS $ 10,000 Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) E-2 Furnish, Install, and Maintain LS $_ Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen /y/1f /rMfwres tie/far^ (Price in Words) E-3 Thoroughly Clean Existing LS $_ Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (275± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605, fat<ir t $ 10,000 °°$ (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 12 of 16 Pages Item No. Description E-4 E-5 Furnish and Install 8" Cured- in-Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 Approximate Quantity and Unit 275± LF (Price in Words) Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 f LS (Price in Words) Total amount of bid in words for Schedule "E": Unit Price (Figures) Total Amount (Figures) "22,$ Total amount of bid in numbers for Schedule "E": $*? /*>-/> Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). // <=? _ has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 13 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"F" SANTA CLARA/CHESTNUT AVENUE EASEMENT, SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) F-1 F-2 F-3 Contract Bonds, Insurance, Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) Furnish, Install, and Maintain Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen for* LS $ 10,000 $ 10,000 (Price in Words) Thoroughly Clean Existing Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (680± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 (Price in Words) LS LS Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 14 of 16 Pages Item No. Description F-4 F-5 Furnish and Install 8" Cured- in-Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 (Price in Words) Approximate Quantity Unit Price and Unit (Figures) (Price in Words) Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 r Tfi »tt£*'?a 680± LF $ LS Z2>*° 00 Total amount of bid iri words foi>Schedule "F": 7%/rry 7H*ifS*/r4/Vont o tf WAT Total Amount (Figures) $ $ Total amount of bid in numbers for Schedule "F": $ 3&/ 3&O . Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). /, «=»? has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 15 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT BID SUMMARY Bid Schedule A (Hemlock Avenue) Bid Schedule B (Redwood Avenue) Bid Schedule C (Pio Pico Drive) Bid Schedule D (Avenue of the Trees) Bid Schedule E (Magnolia Avenue) Bid Schedule F (Santa Clara/Chestnut Avenue) $_ $_ $_ $_ $_ $ 00 5&0. £>0 e>e Total Bid for Schedules A through F Total Bid for Schedules A through F 7^0 /6nU/SK</ A>1?rfff/r (words) The basis of award will be the sum of Schedules "A", "B", "C", "D", "E", AND "F". Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). /. this proposal. has/have been received and is/are included in OPENED, WITNESSED AND RECORDED: Revised 08/27/10 DATE Contract No. 5503-1 ADDENDUM NO 2 SIGNATURE Page 16 of 16 Pages Check a License - Contractors State License Board Page 1 of 1 Department of Consumer Affairs Contractors State License Board Contractor's License Detail - License # 773862 iLO DISCLAIMER: A license status check provides information taken from the CSLB license database. 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 database. License Number Business Information Entity: Issue Date Expire Date License Status Additional Status: Classifications: Bonding: 773862 Extract Date: 9/28/2010 SOUTHWEST PIPELINE AND TRENCHLESS CORP 539 W 140TH STREET GARDENA, CA 90248 Business Phone Number:(310) 329-8717 Corporation 01/21/2000 01/31/2012 This license is current and active. All information below should be reviewed. CLASS DESCRIPTION A G.E_N_ERAL ENGINEERING CONTRACTOR CONTRACTOR'S BOND This license filed Contractor's Bond number 5913406 in the amount of $12,500 with the bonding company SAFECO INSURANCE COMPANY OF AMERICA. Effective Date: 01/01/2007 Contractor's Bonding History BOND OF QUALIFYING INDIVIDUAL 1. This license filed Bond of Qualifying Individual number 6536659 for VOSSMEYER STEVEN RICHARD in the amount of $12,500 with the bonding company SAFECO INSURANCE COMPANY OF AMERICA. Effective Date: 12/18/2007 B_Q|'s Bonding History This license has workers compensation insurance with the OLD REPUBLIC GENERAL INSURANCE CORPORATION Workers' Compensation: Policy Number:A1CW93331001 Effective Date: 06/01/2010 Expire Date: 06/01/2011 Workers' Compensation History Personnel listed on this license (current or disassociated) are listed on other licenses. Conditions of Use | Privacy Policy Copyright © 2010 State of California https://www2.cslb.ca.gov/OnlineServices/CheckLicenseII/LicenseDetail.aspx?LicNum=77... 9/28/2010 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 T'7.3 fefe<^- . classification A which expires on j - ^> \ " \2- , 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. 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 fSooC\ (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. Revised 06/10/09 Contract No. 5503-1 Page 23 of 107 Pages 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 SOUTHWEST PIPCLI (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 06/10/09 Contract No. 5503-1 Page 24 of 107 Pages IF A CORPORATION. SIGN HERE: (1) Name under which business is conducted SOUTHWEST PIPELINE AND TRENCHLESSCORP. (Signature) STEVEN R. VOSSMEYER PRESIDENT/TREASURER (Title) Impress Corporate Seal here __ <IEAND3ENCHLESSCORP. (Street and Number)639 WEST 140TH STREET GARDENA.CA 90248 (3) Incorporated under the laws of the State of. (4) Place of Business City and State (5) Zip Code Telephone No. lid- J (6) E-Mail g>VgAV^£^ CO\\CLVn 6£>m NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE ATTACHED Revised 06/10/09 Contract No. 5503-1 Page 25 of 107 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On % 3\- \-P S before me, Date personally appeared .^-l I-&OPO & \Jox<;. Here Insert Name ancfTitle of the Officer f -n-e^/ -e r— Nahie(s) of Signer(s) SHARON INES FARMER CocmrtMJofUM 806938 Notary PuMfc mit COBiHi. EttlfM Jut 1ftk 201. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my haj^d and official jeal. Place Notary Seal Above Signatun OPTIONAL Signature of Notary Public 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:Number of Pages:. Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: D Individual D Corporate Officer — Title(s): D Partner — D Limited D General D Attorney in Fact RIGHTTHUMBPRINT OF SIGNER Signer's Name: D Individual D Corporate Officer — Title(s): D Partner — D Limited D General D Attorney in Fact RIGHTTHUMBPRINT OF SIGNER D Trustee D Guardian or Conservator n Other: Signer Is Representing: Top of thumb here D Trustee D Guardian or Conservator n Other: Signer Is Representing: Top of thumb here © 2007 National Notary Association -9350 DeSoto Ave., P.O.Box 2402 •Chatsworth.CA 91313-2402" www.NationalNotary.org Item #5907 Reorder: Call Toll-Free 1 -800-876-6827 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: STEVEN R. VOSSMEYER PRESIDENT/TREASURER JUSTIN P. DUCHAINEAU SECRETARY Revised 06/10/09 Contract No. 5503-1 Page 26 of 107 Pages BID SECURITY FORM (Check to Accompany Bid) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 (NOTE: The following form shall be used if check accompanies bid.) Accompanying this proposal is a *Certified *Cashiers 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 06/10/09 Contract No. 5503-1 Page 27 of 107 Pages BIDDER'S BOND TO ACCOMPANY PROPOSAL MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 KNOW ALL PERSONS BY THESE PRESENTS: That*, g"R Tp"WEST'"PEL"'EANDTRENCHLESS as Principal, and "FECO INSURANCE COMPANY of AMERICA 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 amount) TEN PERCENT OF AMOUNT BID no%) 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. THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above- bounden Principal for: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 in the City of Carlsbad, 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 06/10/09 Contract No. 5503-1 Page 28 of 107 Pages In the event Principal executed this bond as an individual, it is agreed thai the death of Principal shall not exonerate the Surety from its obligations under this bond. Executed by PRINCIPAL this 19th day of AUGUST | 2uio . PRINCIPAL: SOUTHWEST PIPELINE AND TRENCHLESS CORP. (sign here)STEVEN R.VOSSMEYER PRESIDENT/TREASURFR {print name here)STEVEN R. VOSSMEYER PRESIDENT/TREASURER (Title and Organization of Signatory) By: (sign here) (print name here) (title and organization of signatory) . Executed by SURETY this _.i9th of AUGUST 2010 .day -SURETY: SAFECO INSURANCE COMPANY OF AMERICA (name of Surety) 1001 4th Avenue, Suite 1700, Seattle, WA 98154 (address of Surety) (800) 332-3226 Surety) (sig>ia\tire"tfr Atto rney-in-Fact) B. ALEMAN, ATTORNEY-IN-FACT (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 By:. Deputy City Attorney Revised 06/10/09 Contract No. 5503-1 Page 29 of 107 Pages CALIFORNIA AtL-RURPOS1^0KN€)WLEDGMENf State of California County of Los Angeles On AU3 1 9 2010 before me, Lisa L. Thornton. Notary Public. personally appeared B. Aleman who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/thei* authorized capacity(ies), and that by his/her/the^ signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. / Signature Lisa L. Thornton, Notary Public COMM. #1728356 % NOTARY PUBLIC - CALIFORNIA §5 LOS ANGELES COUNTY -i My Comm. Expires March 30,2011 \ Liberty Mutual POWER OF ATTORNEY Safeco Insurance Company of America General Insurance Company of America 1001 4th Avenue Suite 1700 Seattle, WA 98154 No.6843KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint E.S. ALBRECHT, JR.; TRACY ASTON; TOM BRANIGAN; K.D. CONRAD; ASHRAF ELMASRY; SIMONE GERHARD; JOYCE HERRIN; MICHAEL R. MAYBERRY; C.K. NAKAMURA; MARIA PENA; WILLIAM A. SADLER; EDWARD C. SPECTOR; MARINA TAPIA; LISA L THORNTON; BRENDA WONG; NOEMI QUIROZ; B. ALEMAN; Los Angeles, CA its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business, and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 21st day of March 2009 Dexter R. Legg, Secretary Timothy A. Mikolajewski, Vice President CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (') The provisions of Article V, Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attomey appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I, Dexter R. Legg , Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation AU3 i 9 2010 this day of Dexter R. Legg, Secretary S-0974/DS 3/09 WEB PDF CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT i£^g^^%^^^SS@SgS&E^@6£^^g^@6^£^^%^6@S@S@S^£^^ State of California County of L- (j .S Date personally appeared } On K - <3 'V - l O before me, SV\a r^?r> WsHere Insert Name andTitle of the Officer \] D Name(s) of Signer(s) SHARON INES FARMER Commission # 1806938 Notary Prime. California Los Angtlts County My Comm. Expires Jul 19.2012 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS mvhand and official se, Place Notary Seal Above Signature\_J OPTIONAL Signature of Notary Public 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:. Number of Pages:. Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) 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 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 ©2007 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313-2402 • www.NationalNotary.org Item #5907 Reorder: Call Toll-Free 1 -800-876-6827 BOARD OF DIRECTORS RESOLUTION SOUTHWEST PIPELINE AND TRENCHLESS CORP. APRIL 20,2009 The undersigned being all of the members of the Board of Directors of Southwest Pipeline and Trenchless Corp., a California Corporation, certify that the Bylaws of the corporation authorize the directors to act by unanimous consent Pursuant to Section 307 (b) of the California General Corporation Law and the Bylaws of the corporation, the undersigned acknowledges their continuing consent to adoption of the following resolution as the act of the Board of Directors of the Corporation RESOLVED, that Steven R. Vossmeyer is authorized as President/Treasurer pursuant to the Bylaws of the corporation to sign any and all contracts, bid bonds, performance bonds, payment bonds, and other pertinent documents of a nature, for and on behalf of Southwest Pipeline and Trenchless Corp. This resolution has been effective since July 24,2007 and it remains in full force and effect for pertinent documents signed hereafter. RESOLVED, that Justin P. Duchaineau is authorized as Secretary pursuant to the Bylaws of the corporation to sign any and all contracts, bid bonds, performance bonds, payment bonds, and other pertinent documents of a nature, for and on behalf of Southwest Pipeline and Trenchless Corp. This resolution has been effective since April 20,2009 and it remains in full force and effect for pertinent documents signed hereafter. /fakn M. Colich, Member of Board of Diiof Directors P. Colich, Member oTBoard of Directors Company Profile Page 1 of 2 Company Profile SAFECO INSURANCE COMPANY OF AMERICA 175 BERKELEY STREET BOSTON, MA 02116 Former Names for Company Old Name: SELECTIVE AUTO & F INS CO AMER Effective Date: 11-02-1953 Agent for Service of Process KAREN HARRIS, C/0 CORPORATION SERVICE COMPANY 2730 GATEWAY OAKS DRIVE, SUITE 100 SACRAMENTO, CA 95833 Unable to Locate the Agent for Service of Process? Reference Information NAIC #: 24740 NAIC Group #: 01.1J. California Company ID #: 1442-3 Date authorized in California: October 07, 1953 License Status: UNLIMITED-NORMAL Company Type: Property & Casualty State of Domicile: WASHINGTON 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 glossary. AIRCRAFT AUTOMOBILE BOILER AND MACHINERY BURGLARY COMMON CARRIER LIABILITY CREDIT FIRE LIABILITY MARINE MISCELLANEOUS http://interactive.web. insurance. ca.gov/webuser/idb_co_prof_utl.get_co_prof?p_EID=3361 9/28/2010 Company Profile Page 2 of 2 PLATE GLASS SPRINKLER SURETY TEAM AND VEHICLE WORKERS' COMPENSATION Company Complaint Information Company Enforcement Action Documents Company Performance & Comparison Data Composite Complaint Studies Want More? Help Me Find a. Company Representative in My Area Financial Rating Organizations Last Revised - June 26, 2009 05:53 PM Copyright © California Department of Insurance http://interactive.web.insurance.ca.gov/webuser/idb_co_prof_utl.get_co_prof?p_EID=3361 9/28/2010 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 General Provisions to this Contract, especially, "Bid", "Bidder", "Contract", "Contractor", "Contract Price", "Contract Unit Price", "Engineer", "Own Organization", "Subcontractor", and "Work". Bidders are further urged to review sections 2-3 SUBCONTRACTS of the General 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 various supplemental provisions. The decision of the City Council shall be final. Revised 06/10/09 Contract No. 5503-1 Page 30 of 107 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 06/10/09 Contract No. 5503-1 Page 31 of 107 Pages DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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 Subcontractor Name and Location of Business Subcontractor's License No. and Classification* Amount of Work by Subcontractor in Dollars* 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 06/10/09 Contract No. 5503-1 Page 32 of 107 Pages BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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 S^ ^^> TTZ?^^ <=f Name and Phone No. of Person to Contract Type of Work Amount of Contract Revised 06/10/09 Contract No. 5503-1 Page 33 of 107 Pages Southwest Pipeline and Irene" '?ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR CONTACT INFO.CONTRACT AMOUNT START COMPLETE 2005 295 6 City of San Diego - Sewer Pump Station 45 Rehab approx.. 668 If of 24" w/ CIPP lining 296 6 City of Santa Barbara - Sewer Repairs at Various Locations Various Spot Repairs 297 6 Central Contra Costa Sanitary District 12 Lateral Connection Linings BRH Carver for the City of San Diego 713/921-2929 7600 Santa Fe, Bldg A-1 East, Houston, TX 77091 Phil Reed City of Santa Barbara 805/564-5349 Project No. 5307 310 E. Ortega, Santa Barbara, CA 93101 Gelco Services for the Central Contra Costa Sanitary District 530/406-1199 Dist. Project 5706 1705 Salem Industrial Drive NE, Salem, OR 97303 94,244.78 05/2005 29,204.00 06/2005 41,280.00 07/2005 05/2005 06/2005 08/2005 299 3 City of Redwood City - 2004-2005 Sewer Main Replacement 64 Top Hats Goleta Sanitary District - Sewer Rehabilitation - Arboleda Rd., Cocopah 301 5 Dr. Rehab approx.. 4,596 If of 8" and 2,422 If of 6" w/ HOPE method 302 6 City of Los Angeles - 4th Vermont Shatto Sewer Rehabilitation Rehab approx.. 862 If of 18" w/ CIPP lining 303 3 Des Moines, IA 40 Top Hats 304 6 City of San Diego - Sewer Group 681 Rehab approx.. 410 If of 15" w/ CIPP lining 305 6 Lining of 12" Culvert Storm Drain Rehab approx.. 170 If of 12" w/ CIPP lining 306 6 City of Rancho Palos Verdes - Storm Drain Repair - Sea Gate Drive Rehab approx.. 200 If of 24" CMP w/ CIPP lining 307 6 Major Sewer Repairs & Rehabilitation Rehab approx.. 2,179 If of 6", 752 If of 8", and 520 If of 12" w/ CIPP lining 308 6 Cal Trans - Western and Summeriand Rehab approx.. 30 If of 18" CMP w/ CIPP McNamara & Smallman Construction, Inc. for the City of Redwood City 925/606-7190 1756 Holmes Street, Livermore, CA 94550 Goleta Sanitary District 805/963-9532 One William Moffett Place, Goleta, CA 93117 David Rundle Charles King Company for the City of Los Angeles 562/426-2974 2841 Gardena Avenue, Signal Hill, CA 90755 Steve Radaich Visu-Sewer Clean & Seal, Inc. 262/695-2340 W230 N4855 Betker Drive, Pewaukee, Wl 53072 Alex Rossebo Ortiz Corporation for City of San Diego 788 Energy Way, Chula Vista, CA 91911 Homeowners' Association of Coral Ridge Road 310/519-7472 2719 Coral Ridge Road, Rancho Palos Verdes, CA 90275 Wendy Harber City of Rancho Palos Verdes 310/544-5272 30940 Hawthorne Blvd., Rancho Palos Verdes, CA 90275 Anne Zaworski City of San Juan Capistrano 949/493-1171 92675 Brian Perry Colich & Sons, L.P. for Cal Trans 323/770-2920 547 W. 140th Street, Gardena, CA 90248 Michael Yepiz Project No. 2005-1 W.O. E2000945 110,400.00 06/2005 07/2005 563,943.00 05/2005 08/2005 189,678.00 03/2005 03/2006 50,000.00 02/2006 02/2006 70,890.00 08/2005 11/2005 16,660.00 05/2005 05/2005 157,520.00 10/2005 12/2005 T&M 416,312.00 06/2005 12/2005 19,919.00 05/2005 05/2005 309 6 L.A. County Sanitation - Arroyo Drive Trunk Sewer Rehabilitation - 2005 Rehab approx.. 363 If of 8" VCP w/ CIPP lining L.A. County Sanitation - Huntington Park Trunk Sewer Rehabilitation - 310 6 2005 Rehab approx.. 269 If of 12" VCP w/ CIPP lining 311 6 L.A. County Sanitation - Moneta Trunk Sewer Rehabilitation - 2005 Rehab approx.. 267 If of 10" VCP w/ CIPP lining L.A. County Sanitation - Monterey Park Extension Trunk Sewer 312 6 Rehabilitation Rehab approx.. 269 If of 12" VCP w/ CIPP lining 313 3 City of San Diego - Sewer Group 737 7 Top Hats L.A. County Sanitation Districts 1955 Workman Mill Road, Whittier, Ca 90601 L.A. County Sanitation Districts 1955 Workman Mill Road, Whittier, Ca 90601 L.A. County Sanitation Districts 1955 Workman Mill Road, Whittier, Ca 90601 L.A. County Sanitation Districts 1955 Workman Mill Road, Whittier, Ca 90601 Roto Rooter for the City of San Diego 180 Denny Way, El Cajon, CA 92020 310/638-1161 Tamara Nikonova 310/638-1161 Gwen Lem 310/638-1161 Kevin Trott 310/638-1161 Gwen Lem 619/596-0510 Mark Bid No. 02426 Bid No. 02442 Bid No. 02445 Bid No. 02444 37,182.00 06/2005 06/2005 24,041.00 07/2005 07/2005 20,340.00 07/2005 08/2005 36,454.00 07/2005 07/2005 10,465.00 07/2005 07/2005 i FaimertSoutfwest Pipdine and Trencniess Co<p\SW 254 2005-Preseni Southwest Pipeline and Irene' >r)ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR CONTACT INFO.CONTRACT AMOUNT START COMPLETE 314 6 L.A. County Sanitation - Lomita Ext. No. 2 Relief Trunk, Section 3 Sewer Rehab approx.. 35 If of 8" VCP w/ CIPP lining 315 6 Chevron El Segundo Refinery Rehab approx.. 120 If of 24" sewer w/ CIPP lining 316 6 South Coast Service Area, Priority 2 Sewer Lining Repair Rehab approx.. 260 If by Point Lining Repairs w/ CIPP lining City of Poway - Community Road & Metate Lane Sewer Main 317 3 Rehabilitation Approx.. 46 Top Hats 318 6 City of Industry - San Jose Creek - Grand Ave. and Valley Rehab approx.. 250 If of 8" VCP w/ CIPP lining 319 6 City of Los Angeles-10942 Cardamine Place Rehab approx.. 100 If of 12" CMP w/ CIPP lining 320 6 Ventura Boulevard Storm Drain at Vantage Avenue Rehab approx.. 56 If of 18" CMP w/ CIPP lining L.A. County Sanitation Districts 1955 Workman Mill Road, Whittier, Ca 90601 Chevron Products Company, a division of Chevron USA, Inc. P.O. Box 97 El Segundo, CA 90245 Insituform Technologies, Inc. for the South Coast Water District 1400 E. Orangethorpe Ave., Fullerton, CA 92831 Insituform Technologies, Inc. for the City of Poway 1400 E. Orangethorpe Ave., Fullerton, CA 92831 Sully-Miller Contracting Co. for the City of Industry 1100 E. Orangethorpe Ave., Ste. 200, Anaheim, CA 92801-1144 Bali Construction for the City of Los Angeles 9852 Joe Vargas Way, South El Monte, CA 91733 Tomovich & Associates for the City of Los Angeles 926 Durfee Ave., El Monte, CA 91733 Southeast Pipe Survey, Inc. for the Knoxville Utilities Board, TN321 3 & 6 South Haven Road Sewer Rehabilitation - Phase III Installation of approx. 44 Top Hats and 42 Lateral Linings w/ CIPP lining 3523 Williams Street, Patterson, GA 31557 322 6 Avenue G Rehabilitation Rehab approx.. 1655 If of 4" Service Lateral Liner w/ CIPP lining 323 1 Sunset Mesa Area Sewer CCTV of approx.. 22,122 If of 8" VCP 324 3&6 Manchester Avenue, etal., Sanitary Sewers Rehab approx.. 1,075 If of 8" w/ CIPP method 29 Top Hats 325 3 Normandie Avenue, etal., Sanitary Sewers 71 Top Hats 326 3 Pipeline Rehabilitation Project 2-04 5 Top Hats 327 3 Commonwealth Sanitary Sewer Rehabilitation Construction 95 Top Hats 328 3 S.W. Flower Terrace Sanitary Sewer Rehabilitation 5 Top Hats Gelco Services, Division of Michels Corp. for Rogue Valley Sewer Services 817 West Main Street, Brownsville, Wl 53006 Colich & Sons, L.P. for the Los Angeles County Dept. of Public Works 547 w. 140th Street, Gardena, CA 90248 L.A. County Dept Public Works 900 So. Fremont Ave, Alhambra, CA 91803 Re-Pipe - California for the L.A. County Dept Public Works 5525 E. Gibraltar Street, Ontario, CA 91764 Insituform Technologies, Inc. for Clark County Water Reclamation Dist. 3111 S. Valley View Blvd., #B-218, Las Vegas, NV 89102 AM-Liner East, Inc. for the City of Alexandria, VA 1402 Shepard Drive, Suite 101, Sterling, VA 20164 Gelco Services, Division of Michels Corp. for City of Portland, OR 1705 Salem Industrial Drive NE, Salem, OR 97303 310/638-1161 Kevin Trott 310/615-5160 Joe de la Puente 707/747-5888 Jennifer 707/747-5888 Jennifer 714/578-9600 Jesse Flores 626/442-8003 Scott Sercu 626/443-3627 Luka Milosevich, Jr. 503/364-1199 Chris Hesselgrave 323/770-2920 Michael Yepiz 626/458-3148 909/291-4050 Thomas Lyon 702/364-2206 Alan Nish 703/430-4120 Ralph McGill 503/364-1199 Chris Hesselgrave Bid No. 02449 Service Cont. 4651468 Bid No. 05-013 W.O. 90155 J042 SMDACO0105 SMDAC00103 Contract 547 ITB-0577 Bid No. 104179 17,325.00 06/2005 06/2005 35,400.00 10/2005 10/2005 130,680.00 08/2005 10/2005 76,819.00 07/2005 11/2005 19,750.00 06/2005 06/2005 25,750.00 07/2005 07/2005 24,080.00 07/2005 07/2005 146,477.00 06/2005 06/2005 50,000.00 09/2005 10/2005 22,122.00 07/2005 07/2005 92,896.00 11/2005 02/2006 96,915.00 12/2005 04/2006 14,700.00 08/2005 08/2005 109,125.00 04/2006 09/2005 8,125.00 09/2005 10/2005 ertSouttwst Pipeline and TrenchlesE CorpVSW 254 2005-Present Southwest Pipeline and Trenc' "^ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION Edna A. Murphy and Oak Grove Addition Sanitary Sewer Trenchless 329 3 Rehab. 70 Top Hats 330 5 EQ RPR SWRS U343 Rehab approx.. 6,232' 8", 2,108' 10", and 566' 12" w/ HOPE method 331 3 Whiteside Street, et al., Sanitary Sewers 115 Top Hats Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT Insituform Technologies, Inc. for the City of St. Cloud, MN 612/270-1264 2005-04A 1177 Birch Lane Blvd. N, White Bear Lake, MN 55110 Brent Johnson Prkacin Company for the City of Los Angeles 818/247-5163 W.O. E2003424 1153 Green Street, Glendale, CA 91205 Debbie Bermudez thru E2003430 Re-Pipe - California for the L.A. County Dept Public Works 909/291-4050 SMDACO0101 5525 E. Gibraltar Street, Ontario, CA 91764 Thomas Lyon AMOUNT 132,720.00 START 09/2005 372,472.00 11/2005 153,640.00 02/2006 COMPLETE 10/2005 08/2006 05/2006 332 333 334 335 Sewer Line Repair @ 8161 Hollywood Blvd. Repair with a Fiberglass/Resin CIPP UV Light Cure Sectional Repair Catalina Island, California 50 Top Hats Indiana Street Trunk Sewer Rehabilitation Rehab of approx. 3,999 If of 8" and 631 If of 12" w/ CIPP method City of Los Angeles - Carmar Place Emergency Storm Drain Rehab, of approx. 100 If of 12" w. CIPP method John T. Malloy, Inc. for the City of Los Angeles 3032 Bandini Blvd., Los Angeles, CA 90023 Roto Rooter for Catalina Island, CA 9852 Crescent Center Dr., Unit 802, Rancho Cucamonga, CA 91730 L.A. County Sanitation Districts 1955 Workman Mill Road, Whittier, Ca 90601 Williams Pipeline Contractors for the City of Los Angeles P.O. Box 1120, Somis, CA 93066-1120 323/780-9942 Justin Malloy 909/821-2287 Chuck Barry 310/830-8050 Abdul Edouni 805/386-8606 John Williams, Sr. W.O. # SWC00329 P.O. #1313513 4169 W.O. SZS11345 17,108.00 11/2005 11/2005 81,750.00 10/2005 11/2005 299,967.50 04/2006 05/2006 21,118.00 11/2005 11/2005 336 5 City of Los Angeles - Alana Drive (3500 Block) Emergency Sewer Repairs Rehab, of approx. 255 If of 8" w/ HOPE method 337 5 Sewer System Rehabilitation Rehab approx.. 190 If of 8" VCP w/ HOPE lining City of Los Angeles - Harbor Area Cement Renewal Program (CSRP) - 338 5 Unit 1 Rehab, approx.. 259 If of 8" andl ,773 If of 10" VCP w/ HOPE lining 339 6 City of Del Mar - 2005 Water and Wastewater Improvements Project Rehab, approx.. 463 If of 6" and 400 If of 8" w/ CIPP lining 340 6 Capistrano Beach Service Area Priority 3 Sewer Lining Repairs Rehab, approx.. 58 If of 6", 597 If of 8", 4 If of 10", and 4 If of 21" w/ CIPP method 341 3 & 6 Morro Bay Top Hats & Sectional Patch Repair 3 Top Hats and 2 If of Sectional Patch Repair w/ CIPP method 342 5 Loveland, Colorado Rehab, approx.. 550 If of 8" and 340 If of 10" w/ HOPE method Prkacin Company for the City of Los Angeles 818/247-5163 W.O.SZC11591 1153 Green Street, Glendale, CA 91205 Debbie Bermudez City of San Clemente 949/361-6130 Project No. 910 Calle Negocio, Suite 100, San Clemente, CA 92673 David Rebensdorf 24200 Vasilj Inc. dba IVANKO forthe City of Los Angeles 626/480-1442 W.O. SZC11163 15531 Arrow Highway, Irwindale, CA 91706 Iva Vasilj West Valley Construction for the City of Del Mar 408/371-5510 Project No. P.O. Box 5639, San Jose, CA 95150 Dennis Poncato 62004.06 South Coast Water District 949/499-4555 P.O. #8751 31592 West Street, Laguna Beach, CA 92651 Joseph McDivitt Insituform Technologies, Inc. for the City of Morro Bay, CA 714/278-1900 1400 E. Orangethorpe Ave., Fullerton, CA 92831 Jeff Rubio ECO Resources, Inc. 303/307-3200 6050 W. 54th Avenue, Arvada, CO 80002 Steve Kathy 16,909.00 10/2005 21,000.00 10/2005 139,650.00 09/2006 49,591.00 02/2006 101,993.00 02/2006 14,834.00 42,655.00 12/2005 11/2005 10/2005 11/2005 10/2006 02/2006 03/2006 12/2005 12/2005 343 6 Fontana Sewer Repairs - Various Locations Rehab, approx.. 30 If w/CIPP Sectional Repairs 12 Top Hats 344 5 La Cienega Blvd. and Rodeo Rd. Emergency Sewer Repair Rehab, approx.. 250 If of 8" w/ HOPE method Insituform Technologies, Inc. for the City of Fontana, CA 714/278-1900 1400 E. Orangethorpe Ave., Fullerton, CA 92831 Jeff Rubio Colich & Sons, L.P. for the City of Los Angeles 323/770-2920 547 W. 140th Street, Gardena, CA 90248 Michael Yepiz 87,425.00 05/2006 16,537.00 12/2005 08/2006 12/2005 \Sharon ParmenSoumwst Feline and Trenctltess Oxpvsw 254 2( Southwest Pipeline and Irene" '9ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 JOB# 345 346 347 348 350 351 352 353 354 355 356 357 358 359 360 PROFILE CODE 3 6 6 3&6 6 3 6 3 9 5 6 3 3 6 3 PROJECT NAME & LOCATION Comprehensive Sewer Rehab by Trenchless Means - Phases 3-5 40 Top Hats Arroyo Grande Lift Station # 1 Upgrade Rehab approx.. 20 If of 8" Spot Repair w. CIPP method 2006 Dana Point Service Area Priority 3 Sewer Lining Repairs Rehab, approx.. 1 556 If of 6" and 623 If of 8" w/ CIPP method City of Portland - CIPP Consolidation Project 22 Top Hats (20 Portland / 2 Beaverton) City of San Diego - 1 052 Anchorage Lane Rehab, approx.. 10 If of 18" w/ CIPP Spot Repair City of Richmond - Cypress Point / Keller Beach Sewer Main Line Rehab. 8 Top Hats City of San Diego - SR # 338231 Rehab, approx.. 21 1 If of 10" w/ CIPP method City of Racine, Wl - Racine Street Lining 45 Top Hats City of La Mesa - Phase 1 Sewer Improvements - Inflow / Infiltration Reduction City of Los Angeles - Silver Ridge Avenue Emergency Sewer Repairs Rehab. Approx.. 320 If of 8" w/ HOPE method City of Los Angeles - Harbor Area CSRP Unit 5 & Wilmington Unit 20 Rehab. Approx.. 6,466 If of 8" w/ CIPP Various Locations in Utah 14 Top Hats City of San Diego - Metro Wastewater Dept. - Point Loma Treatment Plant 7 Top Hats Sewer System Rehabilitation / Storm Drain Rehabilitation - Various Locations Rehab, approx.. 3,021 If of 8" w/ HOPE Rehab. Approx.. 2,677 If of 8", 177 If of 12", 304 If of 15", and 310 If of 18" w/ CIPP City of San Diego - Pipeline Rehab in the ROW and Easements Phase C- 1 1750 Top Hats OWNER and/or GENERAL CONTRACTOR Lyttle Utilities, Inc. for the Town of Poolesville, MD P.O. Box 24205, Richmond, VA 23224 MGE Underground for the City of Arroyo Grande P.O. BOX4189, Paso Robles, CA 93447 GRAND TOTAL 2005 South Coast Water District 31592 West Street, Laguna Beach, CA 92651 Michels / Gelco Services for the City of Portland, OR 1705-A Salem Industrial Drive NE, Salem, OR 97303 Baker Equipment for the City of San Diego 3587 Myrtle Avenue, San Diego, CA 92104 J.F. Pacific Liners, Inc. for the City of Richmond, CA 70 Union Way, Vacaville, CA 95687 Zondiros Corporation for the City of San Diego 2401 W. 208th Street, Suite C-8, Torrance, CA 90501 Visu-Sewer Clean & Seal, Inc. W230 N4855 Betker Drive, Pewaukee, Wl 53072 S.C. Valley Engineering, Inc. P.O. BOX 2848, El Cajon, CA 92021 John T. Malloy, Inc. for the City of Los Angeles Mike Priich & Sons, Inc. 9316 Klingerman Street, So. El Monte, CA 91733 Pipe Inspection Services 5526 West 13400 South, # 326, Herriman, UT 84065 Archer Western for the City of San Diego - Metro Wastewater Dept. 5550 Kiowa Drive, La Mesa, CA 91942 City of San Clemente 910 Calle Negocio, Suite 100, San Clemente, CA 92673 Wesco Infrastructure for the City of San Diego 20100 S. Western Avenue, Torrance, CA 90501 CONTACT INFO. 804/231-3426 Coleman Lyttle 805/238-3510 Sean Phillips 949/499-4555 Joseph McDivitt 503/364-1199 Chris Hesselgrave 619/285-0791 Bob Baker 707/446-8222 Larry Lopes 310/320-2558 Tom Zondiros 262/695-2340 Alex Rossebo 619/444-2366 Sam 323/780-9942 Justin Malloy 323/283-7852 Michael Priich 801/716-0197 Greg Larson 619/921-3577 Mike Medford 949/361-6130 Dave Rebensdorf 310/224-5000 Ray Domingo CONTRACT 05-6637-A P.O. # 8760 Project # 7727 Project # 136608 SR# 338231 # 02-06 (K6-002) Bid No. 04-14 W.O. #SZC11560 W.O. #SZC11159 Project # 203123 Project No. 24200 Project No. 12805 Project No. 15004 Bid No. K06110 AMOUNT 57,960.00 12,486.00 4,398,512.28 169,045.00 248,650.00 23,860.00 22,157.00 22,784.00 58,275.00 152,679.00 34,689.00 380,221.00 23,800.00 16,667.00 400,282.00 2,510,375.00 START 12/2006 04/2006 03/2006 06/2006 03/2006 02/2006 02/2006 04/2006 05/2006 03/2006 06/2006 03/2006 03/2006 05/2006 09/2006 COMPLETE 01/2007 04/2006 04/2006 06/2006 03/2006 02/2006 02/2006 04/2006 07/2006 04/2006 09/2006 03/2006 03/2006 07/2006 04/2008 P VS Karon FarmenSouthwest Pipeline ar is CorpVSW 254 2005-Present Southwest Pipeline and Irene' "3ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 JOB# 361 362 363 364 PROFILE CODE PROJECT NAME & LOCATION City of Golden Valley, MN 96 Top Hats 3 & 6 City of San Diego - Sewer & Water Group 741 Rehab, approx.. 206 If of 6" w/ CIPP 4 Top Hats 3 City of Salem, OR - 2006 Sewer Repairs Project 13 Top Hats City of Los Angeles - St. Ives Emergency Sewer Repair Rehab, approx.. 176 If of 8" w/CIPP 365 3 & 6 City of San Diego -Willow Street and Evergreen Rehab, approx.. 145 If of 6" w/ CIPP 2 Top Hats City of Riverside - Delano Dr. Sewer Repairs from Monticello Ave. to 366 3 & 5 Monroe St. Rehab, approx.. 3,640 If of 8" w/ HOPE 74 Top Hats 367 3 Maple Lakes, MN 6 Top Hats 368 6 CMP Rehabilitation # 18 Crest Road Rehab approx.. 52 If of 18" CMP w/ CIPP 369 6 City of Los Angeles - ESR - Via De Las Olas Reroute Rehab, approx.. 424 If of 8" VCP w/ CIPP 371 6 Dana Point Priority 3 Sewer Lining Repairs Rehab, approx.. 4 If of 4", 1,556 If of 8", and 9 If of 10" of point lining repairs w/ CIPP 2006 Sanitary Sewer Rehabilitation Using Cured-ln-Place Thermosetting 372 6 Pipe Rehab, approx.. 4,600 If of 8" Sanitary Sewer w/ CIPP 373 3 & 6 Miscellaneous Repairs and Small CIPP Rehabilitation Rehab, approx.. 2000 If of 4" and 700 If of 6" Service Laterals w/ CIPP 89 Top Hats 374 3 Niland Collection System Improvements 29 Top Hats 375 3 City of Los Angeles - San Fernando Pasadena Sewer Rehab 3 Top Hats 376 3 Uplands Camp Sanitary Sewer Phase 3 9 Top Hats OWNER and/or GENERAL CONTRACTOR Visu-Sewer Clean & Seal for the City of Golden Valley MN W230 N4855 Betker Drive, Pewaukee, Wl 53072 El Cajon Grading & Engineering for the City of San Diego P.O Box 967, Lakeside, CA 92040 Michels Corp. for Athe City of Salem, OR 1705-A Salem Industrial Drive NE, Salem, OR 97303 Williams Pipeline Contractors for The City of Los Angeles P.O. Box1120, SomisCA 93066-1120 Zondiros Corporation for the City of San Diego 2401 W. 208th Street, Suite C-8, Torrance, CA 90501 City of Riverside 3900 Main Street, 6th Floor, Riverside, CA 92522 Veit & Company, Inc. for Maple Lake, MN 14000 Veit Place, Rogers, MN 55374 Howard Slusher 18 Crest Road East, Rolling Hills, CA 90274 John T. Malloy, Inc. for the City of Los Angeles 3032 Bandini Blvd., Los Angeles, CA 90023 South Coast Water District 31592 West Street, Laguna Beach, CA 92651 City of Monterey Park 320 West Newmark Avenue, Monterey Park, CA 91754 Michels Corporation for the Rogue Valley Sewer Services 1705 Salem Industrial Drive NE, Salem, OR 97303 Wesco Infrastructure Technologies for the Nilad Sanitary District 20100 S. Western Blvd., Torrance, CA 90501 Williams Pipeline Contractors Inc. for the City of Los Angeles P.O. Box 1120, Somis, CA 93066-1120 Kokosing Construction for Uplands Camp Sanitary Sewer Phase 3 17531 Waterford Road, Fredericktown, OH 43019 CONTACT INFO. 262/695-2340 Keith Alexander 619/561-9848 Linda Linn 503/364-1199 Chris Hesselgrave 805/386-8606 John Williams, Sr. 310/320-2558 Tom Zondiros 951/351-6140 John Bennett 770/924-2899 Al Jedmeak 503/671-3531 Howard Slusher 323/780-9941 Justin Malloy 949/499-4555 Joseph McDivitt 626/307-1325 Vennie D. Bermudez 503/364-1199 Scott O'Dell 310/224-5000 Mike Jones 805/386-8606 John Williams, Sr. 513/422-4521 Laymond CONTRACT K061828C Bid No. 056186 W.O. SZC1 1634 Bid No. 6385 W.O. SZC11560 P.O. n 8994 Spec. # 740 Project Number J070 W.O. SZC11404 Project # 130006-11 AMOUNT 118,560.00 44,295.00 34,846.00 19,896.00 24,405.00 328,949.00 11,392.00 23,814.00 67,416.00 193,365.00 363,613.00 343,200.00 67,541.00 3,700.00 $19.250.00 START 05/2006 03/2007 07/2006 04/2006 04/2006 10/2006 08/2006 05/2006 05/2006 06/2006 1 1/2006 01/2007 03/2007 08/2006 07/2006 COMPLETE 07/2006 03/2007 07/2006 04/2006 04/2006 1 1/2006 08/2006 05/2006 05/2006 01/2007 03/2007 02/2007 03/2007 09/2006 08/2006 i FarmeASouIfiwest Pipeline ana Tr ss Cwp\SW 254 2005-Present Southwest Pipeline and Irene' '?ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION 377 3 City of Wauwatosa, Wl - Sanitary and Storm Sewer Relining 25 Top Hats Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR Insituform Technologies Use, Inc. for City of Wauwatosa, Wl 12897 Main Street, Lemont, IL 60439 Zondiros Corporation for City of San Diego - Various 378 3 & 6 City of San Diego - Sewer Repairs at Various Locations in San Diego Sewer Repairs 3 Top Hats Rehab: approx.. 26lf of CIPP Spot Repair & 210L.F. of 8" CIPP 2401 208th St., Suite C-8, Torrance, CA 90501 379 6 Lining of 8" FRP Piping Rehab: approx. 90 If of 8" FRP pipe w/ CIPP 380 6 Line 8" DIP Pipe w/ CIPP lining Rehab: approx. 810 If w/CIPP lining Southwest Suburban Sewer District 2006 Swr Rehab Project - Marians 381 3 Park Addition 4 Top Hats Chevron Products Inc. - El Segundo Refinery 324 West El Segundo Blvd, El Segundo, CA 90245 Kennedy Pipeline for Irvine Ranch Water District 61 Argonaut, Aliso Viejo, CA 92656-1423 Michels Pipe Service for King County, Washington 1715 16th Street SE, Salem, OR 97302 El Cajon Grading & Engineering Co., Inc. for City of San 382 3 & 6 City of San Diego - Construction of Sewer Group 664 Diego Rehab: approx. 44lf of 8" CIPP, 1267lf of 6" CIPP, 5 Point Repairs,18 Top Hats P.O. Box 967, Lakeside, CA 92040 383 3 & 4 South Valley Sewer District - 2006 Misc. Sewers Repairs Project 18 Top Hats & 17 Sectional Liner Repair 384 6 Lining of 160 L.F. of 24" Pipe Rehab: approx. 160 If w/ Insrtu-Tube CIPP Liner Hydro Tech for South Valley Sewer District 155 Lyon Drive, Fernley, NV 89403 FCI Contractors Inc. - Southern Division 1601 San Elijo Road, San Marcos, CA 92078 CONTACT INFO. 630/257-2200 Doug Matthews 310/320-2558 Tom Zondiros 310/615-5996 Dan Fleming 949/380-8363 Mike Trumble 503/364-1199 Scott O'Dell 619/561-9848 Tom 775/575-4100 Kevin Brazell 619/954-2997 Roy Bartlatt / Allen Ring CONTRACT Job# 121111 SR#400636 SR#461136 SR#482680 #4666682 W.O. 173701 AMOUNT START COMPLETE 35,232.00 09/2006 09/2006 42,820.00 07/2006 08/2006 21,377.00 09/2006 09/2006 33,210.00 09/2006 10/2006 11,520.00 11/2006 11/2006 191,859.00 03/2007 10/2007 53,307.00 11/2006 12/2006 38,983.00 09/2006 09/2006 385 3 & 6 City of San Diego - Sewer Repair at Various Locations in San Diego Rehab: approx. 144rf of 6" VCP w/ CIPP lining,366lf of 8" VCP w/CIPP lining 260 If of 12"VCP w/CIPP lining 6 Top Hats 386 3 City of Brea - Whittier Boulevard Street & Utility Improvement 24 Top Hats 388 6 Lining of 18" Pipe-Approximately492 L.F. Rehab: approx. 492lf of 18" Pipe w/CIPP & 342 If of 24" Pipe w/CIPP & 101lf of 30" Pipe w/CIPP 389 4 14" DIP In Raw Sludge Transfer Station #2 Repair two 14-jnch Diameter Wall Spools w/ Sectional Liner 391 3 Seabright Lane & Sierra Ave Sewer Rehabilitation and Replacements 15 Top Hats 392 6 & 7 City of Tustin Sewer Repairs Rehab: approx. 638.30rf of CIPP Full Length Lining & 8 Spot Repairs 393 3 City of Des Moines, IA 116 Top Hats Zondiros Corporation for the City of San Diego 310/320-2558 2401 208th Street, Suite C-8, Torrance, CA 90501 Tom Zondiros Sancon Technologies Inc. for City of Brea 714/891-2323 5881 Engineers, Huntington Beach, CA 92649 Bob Hollingsworth CHEVRON TEXACO PRODUCTS COMPANY 310/615-3487 P.O. Box 97, El Segundo, CA 90245 Wayne Hensley County Sanitation District of L.A. County for Joint Water Pollution Control Plant 562/699-7411 P.O. Box 4998, Whittier, CA 90607 Roya Phillips Zondiros Corporation for City of Solano Beach 760/510-6827 2401 208th Street, Suite C-8, Torrance, CA 90501 Timery Clark ARB Inc. for Orange County Sanitation District 949/283-0781 26000 Commercecentre Dr., Lake Forest, CA 92630 Moe Insituform for the City of Des Moines, IA 630/257-2200 12897 Main Street, Lemont, IL 60439 John Marich SR# 549468 SR# 400636 SR# 2932338 SR# 508833 SR#537118 No. 7-41 96,789.36 12/2006 12/2006 35,760.00 01/2007 01/2007 159,604.00 11/2006 12/2006 7,61200 12/2006 12/2006 24,435.00 03/2007 03/2007 109,228.90 02/2007 06/2007 168,664.00 08/2007 08/2007 Pipeline and Tiencntess Corp\SW 254 2005-Present Southwest Pipeline and Trenc' '3ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 JOB* 394 396 397 398 399 400 401 402 403 404 405 406 407 408 409 PROFILE CODE 6 3 6 6 6 6 6 3 6 6 3 6&9 6 6 3&6 PROJECT NAME & LOCATION Cured-ln-Place-Pipe-Lining (CIPP) Rehab: approx. 1 80lf of 6" PVC Pipe & 2063lf of 8" w/CIPP Nellis Blvd. Pipeline Rehabilitation - Phase 2 Boulder Highway to Craig Rd. 76 Top Hats City of Los Angeles - 12" Storm Drain @ 6144 Linforth Drive Hollywood Hills Rehab: approx. 75lf of 12" Pipe w/CIPP City of Seal Beach - West End Storm Water Pump Station Interim Improvements Rehab: approx. 45lf of 12" Pipe w/CIPP 2007 CA / DOT - Line Culvert & Extended Culvert - 05A1 091 Rehab: approx. 65lf of 18" Pipe w/CIPP Morro Bay State Park Sewer Systems & Lift station Improvements Rehab: approx. 1485lf of 6" Pipe w/CIPP ESR Los Tilos - W.O. SZC1 1691 Rehab: approx. 148lf of 8" VCP Pipe w/CIPP Top Hats in Culpepper, Virginia 40 Top Hats Lining 1 0" Sewer in Alley between Promenade North & Pine Street Rehab: approx. 392lf of 10" Pipe w/CIPP ESR - Kemper Street (R/W) - SZC1 1683 Rehab: approx. 131lf of 8" Pipe w/CIPP City of Columbia - 2006 Rehab Project 162 Top Hats Vandenberg Village Community Service District Sewer Line Rehab Project Rehab: approx. 675 If of 8" Pipe w/CIPP City of Los Angeles - CIPP Lining @ 6273 Primrose Ave - WPCI Job* 239 ESR Rehab: approx. 360lf of 6" Pipe w/ CIPP Douglas Ave. Trunk Sewer Rehabilitation MH 1882 to 1883 Rehab: approx. 391 If of 8" VCP Pipe w/ CIPP Re: 8" 145' Emergency Sewer Repair @ Montezuma Rd Rehab: approx. 734.70lf of VC w/ CIPP OWNER and/or GENERAL CONTRACTOR Sony Pictures Studios Inc. 10202 W. Washington Blvd., Culver City, CA 90232 Michels Corp. for Clark County Water Reclamation 1715 16th Street SE, Salem, OR 97302 KEC Engineering for City of Los Angeles 200 N. Sherman Avenue, Corona, CA 92882-7164 Southern California Pacific for City of Seal Beach 29885 Second Street Unit* J, Lake Elsinore, CA 92532 GRAND TOTAL 2006 Granite Construction Co. for CAL TRANS PO Box 6744, Santa Barbara, CA 93160-6744 Sansone Company Inc. for Morro Bay State Park 710-21 Fiero Lane, San Luis Obispo, CA 93401 Prkacin Company 1153 Green Street, Glendale Ca 91205 Aaron J. Conner General Contractor Inc. for Town of Culpepper, VA P.O. Box 6068, Roanoke VA 24017 W.A. Rasic for City of Long Beach 7314 Scout Avenue, Bell Gardens CA 90201 Colich & Sons, L.P. for City of Los Angeles 547 West 140th Street, Gardena CA 90248 Insituform Technologies for MSD Midland & City of Columbia 12897 Main Street, Lemont, IL 60439 Vandenberg Village for Sewer Lining Rehabilitation Project 3757 Constellation Road, Lompoc CA 93436 Williams Pipeline Contractors Inc. for City of Los Angeles 4864 Market St., Suite C, Ventura CA 93003 L.A. County Sanitation District - Douglas Ave Trunk Sewer Rehab 1955 Workman Mill Road, Whittier CA 90601-1400 Zondiros Corp. for City of San Diego Various Locations - Sewer Rehab. 2401 208th Street, Suite C-8, Torrance, CA 90501 CONTACT INFO. 310/244-1655 Frank Parraz 503/364-1199 Chris Hesselgrave 951/734-3010 Steve Urban 951/674-1030 Jim Pleasants 805/226-7475 Brian Johnsen 805/549-0667 Dan Sansone 818/247-5163 Debbie Bermudez 540/387-4365 Aaron J. Conner 562/864-0552 Mike Masingale 323/770-2920 David Yacks 314/291-2359 Damon Home 805/733-2475 Joe Barget 805/644-1277 Linda 760/510-6747 Tom Zondiros CONTRACT AMOUNT No. Z070430 92,464.63 Project No. 607 130,150.00 W.O. SZS1 1403 11,905.00 9,923.00 11,381,832.17 05A1091 35,035.00 69,310.00 W.O. SZC11691 26,492.00 51,800.00 60,082.62 W.O. SZC11683 20,875.00 226,670.00 54,390.00 W.O. SZC00635 28,440.00 Contract # 4284 80,818.00 100,672.00 START 03/2007 08/2007 02/2007 07/2007 05/2007 05/2007 02/2007 04/2007 03/2007 03/2007 04/2007 05/2007 05/2007 08/2007 04/2007 COMPLETE 07/2007 03/2008 02/2007 07/2007 05/2007 05/2007 03/2007 04/2007 05/2007 03/2007 06/2007 06/2007 05/2007 08/2007 05/2007 P \Sfiaron FarmertSouthwsl Pipeline ar is Coip\SW 254 20O5-Ptesent Southwest Pipeline and Irene' 'iss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 PROFILE JOB # CODE PROJECT NAME & LOCATION 410 9 City of Los Angeles - VCP Reseda Blvd. Siphon Grinding of 8" Siphon - Cement Sewer Pipe 411 3 Re: Top Hats - Spokane, Washington 7 Top Hats 412 6 Re: CDR 233-Project ID#FCC0001023 Rehab: approx. 67lf of 18" CMP w/ CIPP 413 3&6 Re: City of Hermosa Beach -CIP Project 05-413 -Sewer Improvements 18 Top Hats and Rehab: approx. 1 SOOIf of 8" w/ CIPP 414 9 Camp Pendleton - Sectional Spot Repairs in VCP Miscellaneous Repairs 415 6 Re: Huntington Beach -10" Sewer Pipe Rehab: approx. 28lf of 10" VCP w/ CIPP Proposal: Lining 12" Main with Cured-ln-Place-Pipe in Rancho Bernardo, 416 6 CA Rehab: approx. 880lf of 12" Pipe w/ CIPP OWNER and/or GENERAL CONTRACTOR CONTACT INFO. John T. Malloy, Inc. for the City of Los Angeles 323/780-9941 3032 Bandini Blvd., Los Angeles, CA 90023 Jim Insituform Technologies for Spokane, Washington 916/206-6772 12897 Main Street, Lemont, IL 60439 Brian Givens Excel Paving for L.A. County Dept of Public Works - Lining of Storm Drains 562/599-5841 P.O. Box 16405, Long Beach, CA 90606-5195 Tom Floyd Vasilj, Inc. for the City of Hermosa Beach - Sewer Improvements 626/480-1442 15531 Arrow Highway, Irwindale CA 91706 Joe Vasilj COM Constructors - Camp Pendleton - Sectional Repairs 760/543-0129 9220 Cleveland Avenue, Ste 100, Rancho Cucamonga CA 91730 Michael Bantz Denboer Engineering & Construction Inc. for City of Huntington Beach 760/327-2200 4575 East Camino Parocela, Palm Springs CA 92264 Chad Dobbs Premier Pipeline Construction for Rancho Bernardo 951/760-4703 31705 Central Street, Suite B, Wildomar CA 92595 Roger Coburn CONTRACT W.O. SWC00644 CIP 05-413 AMOUNT START COMPLETE 5,530.00 08/2007 08/2007 20,695.00 06/2007 06/2007 25,640.00 09/2007 10/2007 86,310.00 07/2007 11/2007 DO 0013-56774 21,786.00 05/2007 05/2007 DO 0012-56775 15,767.00 05/2007 06/2007 36,960.00 06/2007 07/2007 417 6 Orange County Sanitation District - Lining of 2 - 8" VCP Sewer Siphons Rehab: approx. 200lf of 8" Pipe w/ CIPP 418 3 City of Racine, Wl 66 Top Hats 420 6 City of La Mesa Phase 2 Sewer Improvements Rehab: approx. 267 If of 6" Pipe w/ CIPP 421 3,9 Repair Sewer Lines Base Wide Marine Corps Recruit Depots Rehab: approx. 20,473 lf,46 Spot Repairs & 2 Top Hats 423 6 City of Los Angeles - 8" CIPP Lining @ 5th Ave. Los Angeles Rehab: approx. 258.7 If of 8" Pipe w/ CIPP 424 6 Relining of an 8" VCP sewer line in Hellman Avenue Rehab: approx. 1,003lf of 8'VCP Pipe w/ CIPP 425 6 City of Los Angeles - Secondary Sewer Renewal Project (SSRP) H27C Cahuenga Terrace & Hollywood Blvd. Rehab: 807lf of 8" Pipe w/ CIPP City of Glendale - Cerritos Ave & el Rito Ave Sewer and Street 426 6 Improvement Project Rehab: approx. 50lf of 6"Pipe & 1270" of 8" Pipe w/ CIPP 427 3 Glenview, IL ( South of Racine) 20 Top Hats Rados Corporation for Orange County Sanitation District 714/412-8845 2002 East Me Fadden Avenue, Suite 200, Santa Ana CA 92705 Craig Colich Visu-Sewer Clean & Seal for City of Racine, Wl 262/695-2340 C07 (K7-046) W230 N4855 Betker Drive, Pewaukee, Wl 53072 Keith Alexander Sewer Lining S.C. Valley Engineering Inc. for City of La Mesa 619/533-2366 P.O. Box 2848, El Cajon CA 92021 Sam COM Constructors Inc. for City of San Diego MCRD 760/543-0129 N68711-05-4005 9220 Cleveland Avenue, Ste 100, Rancho Cucamonga CA91730 Mike Bantz Colich & Sons, L.P. for City of Los Angeles 310/217-2573 547 West 140th Street, Gardena CA 90248 Lonnie Watson Cucamonga Valley Water District 909/987-2591 CP-6656/107168 10440 Ashford Street, Rancho Cucamonga CA 91730 Brandon Yu Prkacin for the City of Los Angeles 818/247-5163 W.O. SZC11581 1153 Green Street, Glendale Ca 91205 Debbie Bermudez Excel Paving for The City of Glendale 562/599-5841 P.O. Box 16405, Long Beach, CA 90606-5195 Tom Floyd Visu-Sewer Clean & Seal Inc. For Glenview, IL 262/695-2340 W230 N4855 Betker Drive, Pewaukee, Wl 53072 Keith Alexander 22,836.00 07/2007 09/2007 90,300.00 09/2007 10/2007 53,592.00 08/2007 10/2007 92,984.00 6/07 3/08 7/08 9,799.00 07/2007 8/07 34,102.00 07/2007 38,499.00 08/2007 67,179.00 09/2007 20,000.00 11/2007 9/07 9/08 6/08 11/07 P \Sharon FarmerVSouthwest Pipeline and Trenctiless Corp\SW 254 2005-F-resent Southwest Pipeline and Trencr ^ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION 428 6 City of San Diego - Dakota Canyon Accelerated Sewer Rehabilitation Rehab: approx. 520lf of 8" Pipe w/ CIPP Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR Orion Construction Corp. for City of San Diego 1232 Keystone Way, Vista CA 92081 CONTACT INFO. 760/597-9660 Tammy Luna CONTRACT K071571C AMOUNT START COMPLETE 49,920.00 06/2008 8/08 429 430 431 432 City of Los Angeles - N.E. Wilshire Area CSRP Unit 03 - W.O. SZC11302 Tomovich & Associates for the City of Los Angeles Rehab: approx. 2499lf of 8" Pipe w/ CIPP City of Los Angeles - SSRP U04B Venice Blvd. & 10 Fwy - W.O. SZC11586 4786' 8", 1753' 10" CIPP (6539 LF) Pagosa Springs, CO 30 Top Hats 2328 W. 37th Street, San Pedro Rehab: approx. 300lf of 8" Pipe w/CIPP 926 Durfee Ave., El Monte, CA 91733 Prkacin Company for the City of Los Angeles 1153 Green Street, Glendale Ca 91205 Eco Resources for Pagosa Springs, CO 6050 W. 54th Avenue, Arvada CO 80002 John T. Malloy, Inc. for the City of Los Angeles 3032 Bandini Blvd., Los Angeles CA 90023 562/699-3496 Luka Milosevich, Jr. 818/247-5163 Debbie Bermudez 303/307-3232 Wayne LaDoucur 323/780-9941 Justin Malloy W.O. SZC11302 112,494.50 7/08 9/08 W.O. SZC11586 204,258.00 03/2008 6/08 44,845.00 08/2007 10/2007 W.O. SWC00753 14,700.00 08/2007 08/2007 433 3 Golden Valley, Minnesota 61 Top Hats 434 6 City of Los Angeles - La Tijera Blvd. Emergency Storm Drain Rpr Rehabilitation by Lining 18" RCP 435 3 City of Carlsbad 35lf of 4" Pipe w/CIPP 437 6 City of Beverly Hills - Storm Drain Rehab Lining 624 at Doheny Road Rehab: approx. 530 If of 24" Rap Storm Drain Pipe w/CIPP Insituform Technologies for Golden Valley, Minnesota 630/842-6073 12897 Main Street, Lemont, IL 60439 Mike Prkacin Company for the City of Los Angeles 818/247-5163 1153 Green Street, Glendale CA 91205 Debbie Bermudez City of Carlsbad Public Works 760/438-2722 5950 El Camino Real, Carlsbad CA 92008 Don Wasko City of Beverly Hills 310/285-2512 345 Foothill Road, Beverly Hills, CA 90210 Tristan D. Malabanan W.O. SZS11413 87,657.00 09/2007 10/2007 14,890.00 09/2007 09/2007 3,865.00 09/2007 11/2007 74,077.00 10/2007 10/2007 438 3 Carpinteria Sanitary District - Collection Systems Rehab Project - Phase 1 3 Top Hats 439 3 City of Los Angeles 3 Top Hats 440 3 So. Coast Water District - Capistrano Beach Service Area 29 Top Hats 441 3 So. Coast Water District - Dana Point Service Area 25 Top Hats 442 3,4 Visu-Sewer Clean & Seal - Torch Lake, Ml 35 Top Hat & 35 Lateral Lines 444 9 District #22 Trunk Sewer Rehabilitation 2007 Remove One (1) Link Pipe 446 3,6,9 City of San Diego - Sewer Rehab Various Locations 700' of 8"w/CIPP lining & 1 Sectional Rpr & 1 -18" Fiber Glass Rpr 15 Top Hats Insituform Technologies Inc. 714/278-1900 17988 Edison Avenue Chesterfield, MO 63005 Jeff Rubio Sancon Engineering Inc. for the City of Los Angeles 714/902-0115 5881 Engineers, Huntington Beach, CA 92646 Bob Hollingsworth South Coast Water District 949/499-4555 31592 West Street, Laguna Beach CA 92651 Joseph McDivitt South Coast Water District 949/499-4555 31592 West Street, Laguna Beach CA 92651 Joseph McDivitt Visu-Sewer Clean & Seal for Torch Lake, Ml 262/695-2340 W230 N4855 Betker Drive, Pewaukee, Wl 53072 Keith Alexander Insituform Tech. Inc. 714/278-1900 1400 East Orangethorpe Avenue, Fullerton CA 92831 Jeff Rubio Zondiros Corp. for The City of San Diego 310/320-2558 2401 208th Street, Suite C-8 Torrance, CA 90501 Dina Di Stefano No. 07-01-0011 No. 07-01-0012 SR# 2945580 SR# 2936808 SR#14200 SR#2953647 6,185.00 11/2007 11/2007 4,785.00 12/2007 12/2007 80,000.00 01/2008 04/2008 60,875.00 01/2008 04/2008 127,200.00 7/08 8-8-09 3,898.00 12/2007 12/2007 75,083.00 12/2007 04/2008 447 6 L.A. County Sanitation - Compton Avenue Trunk Sewer Rehab 331 If of 15" w/CIPP 448 3 Washington County, MD 90 Top Hats LA County Sanitation District 1955 Workman Mill Road, Whittier CA 90601-1400 Lyttle Utilities for Washington County, MD P.O. Box 24205 Richmond, VA 23224 310/638-1161 Cesar Aguilar 804/231-3426 Mark Burcham Contract No. 4337 46,876.00 03/2008 03/2008 65,250.00 12/2007 01/2008 P \Stiaron FarmertSoumwesl Pipeline and Trenehtess Corp\SW 254 2005-Present Southwest Pipeline and Irene' '?ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 JOB# 449 450 451 452 454 455 456 457 458 459 460 461 462 463 PROFILE CODE PROJECT NAME & LOCATION 3 Linden, UT 10 Top Hats 3,4 City of Denver, CO 3 Top Hats & 1 3 Sectional Repairs 3,4 Spring Valley, CA 1 1 Top Hats & 1 Sectional Rpr 6 Gardena High School- Install 8" & 10" Rehab w/ CIPP 870lfof8"&10"w/CIPP 2008 6 City of Costa Mesa - 24" Storm (Aviemore Terrace) 220 If of 24" w/ CIPP 3 City of Peoria, IL 5 Top Hats 3 Visu-Sewer Clean & Seal - Baxter, IA 1 08 Top Hats 9 City of Corona - Ca.- Electrical & Swr Installation Install 1740' of 2" Conduit & 240' of 4" Gas Sleeve Install 250' of 5" & 2" Conduit & Edison Vault Install Portable & Irrigation Water Install 1 194' of 8" Sch Sewer 6 City of Long Beach Approx.. 467 If of 8" sewer w/ CIPP 3 City of Bloomington, MN 2007 Sanitary Sewer Main CIPP 8 Top Hats 3,6 City of San Diego - Rehab Package F-1 6426' 6", 95201' 8", 1935' 10", 972' 12", 20' 18", 50' 21" CIPP; 2372 top hats 3 Washington Suburban Sanitary District 170 Top Hats 3 Marina Del Rey Rehab of San Sewers 108 Top Hats 6 City of San Clemente - Re: PN 24200,257 La Paloma Swr Lining Project 44 If of 8" w/CIPP lining 1 Top Hat OWNER and/or GENERAL CONTRACTOR Pipe Inspection Services for Linden, UT 12654 South, 125 East Draper, UT 84020 ECO Resources Inc. for City of Denver, CO 6050 W. 54th Street Arvada, CO 80002 Underground Utilities Inc. for Spring Valley, CA 9102 Harness St., Suite B Spring Valley, CA 91977 Roto Rooter for City of Gardena 4617 Brazil Street, Los Angeles CA 90039 GRAND TOTAL 2007 City of Costa Mesa 77 Fair Drive, PO Box 1200, Coast Mesa 92628 Insituform Technologies 13524 Northwest Industrial Dr., Bridgeton, MO 63044 Visu-Sewer Clean & Seal W230 N4855 Betker Drive, Pewaukee, Wl 53072 QuickCrete Concrete Products 731 Parkridge Ave. Norco, CA 92860-0639 W.A. Rasic Construction for the City of Long Beach Water 7314 Scout Avenue, Bell Gardens, CA 90201 Insituform Technologies USA, Inc. for the City of Bloomington, MN 13524 Northwest Industrial Dr., Bridgeton, MO 63044 City of San Diego 1200 Third St, San Diego CA 92101 Crossroads Business International 40001 Coolidge Ave., Baltimore, MD21229 RePipe California for the Los Angeles County Dept. of Public Works 5525 E Gibraltar St, Ontario, CA 91764 City of San Clemente 910 Calle Negocio, Suite 100 San Clemente, CA 92673 CONTACT INFO. 801/835-0275 Jeff Larson 303/307-3232 Wayne LaDoucur 619/461-9500 Michael Harness 818/550-2721 Mike Ashker 714/754-5066 Brad Edwards 314/291-0668 Damon Home 262/695-2340 Keith Alexander 951/737-6240 Fred Cook 562/928-61 1 1 Mike Masengale 314/291-0668 Damon Home 858/654-4180 Jim Haghgouy 410/230-0930 Victor H. Dias 909/291-4050 Thomas Lyon 949/361-6140 Amir K. Ilkhanipour CONTRACT AMOUNT 16,950.00 25,360.00 17,050.00 34,800.00 2,567,582.12 29,900.00 AGCNo. 604 11,200.00 115,275.00 14,200.00 21,240.00 12,500.00 35,837.00 25,919.00 17,600.00 Bid#K084111C 4,025,757.39 Change Order #1 4,308,855.05 195,500.00 W.O. SMDMDR0009 164,700.00 7,600.00 START 12/2007 12/2007 12/2007 12/2007 03/2008 01/2008 01/2008 02/2008 02/2008 04/2008 07/2008 03/2009 02/2008 04/2008 02/2008 COMPLETE 12/2007 06/2008 12/2007 01/2008 04/2008 01/2008 02/2008 03/2008 03/2008 05/2008 1/10 12-6-08 06/2008 02/2008 \Sharon FwmertSouthwst Pipeline ar is Corp\SW 354 I005-P Southwest Pipeline and Trenc' '9ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION 464 6 Santa Ana River Crossing Pipeline Rehab 54" and 34" transition liner Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR CONTACT INFO. East Valley Water District 909/888-8986 3654 East Highland Ave Suite 18, Highland, CA 92346 Eliseo Ochoa CONTRACT AMOUNT START 348,368.75 03/2008 COMPLETE 04/2008 465 6 Spring Valley Sanitation District 280LFof8"CIPP 466 3,6 Spring Valley Sanitation District 670 LF of 8" CIPP 11 Top Hats 467 3 Rockford, IL and Glenview, IL 15 Top Hats 468 3 Columbus, Indiana 114 Top Hats 469 3 Ashley, Ohio 54 Top Hats 470 6 East Branch St. Sewer Lining Project 1676 LF of Various Size CIPP Bonita Pipeline for the Spring Valley Sanitation District 619/434-9801 2209 Highland Ave, National City, CA 91950 Frank Marquez Bonita Pipeline for the Spring Valley Sanitation District 619/434-9801 2208 Highland Ave, National City, CA 91950 Ramon Diaz American Pipe Liners 630/231-3880 301 W. Grandlake Blvd., West Chicago, IL 60185 Grant Oostema American Hydro Services, Inc. 262/605-0970 4235 Green Bay Road, Suite 213, Kenosha, Wl 53144 Greg Oberhofer American Hydro Services, Inc. 262/605-0970 4235 Green Bay Road, Suite 213, Kenosha, Wl 53144 Greg Oberhofer City of Arroyo Grande 805/473-5440 208 East Branch St, Arroyo Grande, A 93421 Don Spagnolo GW-410 PW 2008-01 14,400.00 03/2008 03/2008 47,285.00 03/2008 03/2008 31,312.95 04/2008 04/2008 146,100.00 06/2008 6/08 75,200.00 7/08 8/08 109,855.00 06/2008 06/2008 471 3 Lemon Grove Federal and College Trenchless Repair 1 Top Hat Bonita Pipeline for the City of Lemon Grove 2209 Highland Ave, National City, CA 91950 619/434-9801 Ramon Diaz 4,950.00 03/2008 03/2008 473 3,6 Eagle Rock Lining 300 LF of 8" CIPP 9 Top Hats 474 3 Spring Valley Sanitation District 20 Top Hats Lining Existing Sewers on Gold Coast, Fathom Avenue, and Southshore 475 3 Drive 40 Top Hats 476 6 SSRP A02A Venice Blvd & Genesse 7538 LF 8" and 10" CIPP Lining 7 Top Hats 477 6 SSRP A02B Coliseum St. & La Brea Ave. 15943 LFof 10"&12"CIPP 7 Top Hats 478 6 SSRP Mandeville Cyn Rd. & Westridge Rd. 11507'8", 1028' 10" CIPP Zondiros Corporation 310/320-2558 2401 208th Street Suite C-8, Torrance, CA 90501 Larry Bonita Pipeline for the Spring Valley Sanitary District 619/434-9801 2209 Highland Ave, National City, CA 91950 Ramon Diaz RePipe-California for the City of Seal Beach 909/291-4050 SWR 100 5525 E. Gibraltar Street, Ontario, CA 91764 Joseph Dominquez Vasilj, Inc. dba Ivanko for the City of Los Angeles 626/480-1442 W.O. SZC11669 15531 Arrow Highway, Irwindale CA 91706 Joe Vasilj Vasilj, Inc. dba Ivanko for the City of Los Angeles 626/480-1442 W.O. SZC11670 15531 Arrow Highway, Irwindale CA 91706 Joe Vasilj Williams Pipeline Contractors for the City of Los Angeles 805/644-1277 W.O. SZC11723 4864 Market St. Suite C, Ventura, CA 93003 Jennifer Graham 38,750.00 04/2008 05/2008 27,000.00 04/2008 05/2008 58,000.00 07/2008 8/08 244,095.50 07/2008 7/09 526,331.50 07/2008 8/09 485,032.00 07/2008 10/08 479 CIPP Rehab Project - Poplar Ave. & Runnymede St. 72 Top Hats Pacific Liners, Inc. for the East Palo Alto Sanitary District 70 Union Way, Vacaville, CA 95687 707/446-8222 Greg Larson 117,000.00 06/2008 3/09 i FarmerVSouthwst Pipdir* and Trenetitess Corp\SW 254 2005-Present Southwest Pipeline and Irene" '3ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions JOB* 480 481 482 483 484 487 488 489 490 491 492 493 494 495 496 497 PROFILE CODE PROJECT NAME & LOCATION Citywide Sanitary Sewer System repair and Rehab Program 2506' 8", 3258' 10", 3142' 12", 340' 15", 401' 24" Forest Lawn Memorial -1712 S. Glendale Ave., Glendale, CA 91205 186LFof 12"w/CIPP 6 CMP Lining, CDR Phase 1A Approx.. 6,000 LF of various diameter CMP and CMPA w/ CIPP 3 Colville Indian Reservation - CIPP Lining to Sewer Pipe 58 Top Hats 6 Forest Lawn Memorial - Storm Drain Fidelity Slope 320 LF of 12" and 15" w/CIPP City of San Clemente Sewer System & Storm Drain Rehabilitation 33 Top Hats Crownpoint Trunk Sewer 11 top hats 2 City of Golden Valley, MN 92 Top Hats Camarillo Sanitary District - Various Locations City Wide Sewer Main 3 Rehabilitation 406 Top Hats 3 & 6 Various Locations within the City of San Diego 5 Sectional Repairs, 385 If of 6" and 175 If of 8" w/ CIPP 4 Top Hats 6 District 5 Main Trunk Sewer Rehabilitation - Phase III 7035' 15", 1918'8" 3 2008 Sanitary Sewer Lining 98 Top Hats 3 2008 Sewer Lining Project 45 Top Hats 3 & 6 Pipeline Rehabilitation Phase H-1 16169' 6", 14636' 8", 521' 10", 185' 12". 3259' 15" 1029 Top Hats 10 Buena Park Storm Drain - Sacramento, CA 560 If of 41.3" ID Ribliner in Existing 60" RCP Host Pipe 10 River Road Drainage Pipe for the City of Laredo, Texas 826 If of Ribloc Pipe w/ Grout Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR Vasilj, Inc. dba Ivanko for the City of Anaheim 15531 Arrow Highway, Irwindale CA 91706 Camarillo Engineering, Inc. for Forest Lawn Memorial P.O. Box 758, Somis, CA 93066 Los Angeles County, Department of Public Works 900 S. Fremont Avenue, Alhambra, CA 91803 Cates & Erb, Inc. for the Indian Health Service P.O. Box 2027, Omak, WA 98841 Camarillo Engineering, Inc. for Forest Lawn Memorial P.O. Box 758, Somis, CA 93066 Insituform Technologies, Inc. for the City of San Clemente 1400 E. Orangethorpe Avenue, Fullerton, CA 92831 TC Construction Co. for the City of San Diego 10540 Prospect Ave., Santee, Ca. 92071 Visu-Sewer Clean & Seal for the City of Golden Valley, MN W230 N4855 Betker Drive, Pewaukee, Wl 53072 Charles King Company, Inc. for the Camarillo Sanitary District 2841 Gardena Avenue, Signal Hill, CA 90755 Zondiros Corporation for the City of San Diego 2401 208th Street Suite C-8, Torrance, CA 90501 Colich & Sons, L.P. for the Los Angeles County Sanitation District 547 W. 140th Street, Gardena, CA 90248 Michels Corporation for the City of Racine, Wl 817 West Main Street, Brownsville, Wl 53006 Visu-Sewer Clean & Seal for the City of Racine, Wl W230 N4855 Betker Drive, Pewaukee, Wl 53072 City of San Diego 1200 Third St, San Diego CA 92101 JJM Engineering Constructors, Inc. for Tim Lewis Communities P.O. Box 15828, Sacramento, CA 95852 Troy Construction, L.L.C. for the Coty of Laredo, TX 8521 McHard Road, Houston, TX 77053 CONTACT INFO. CONTRACT 626/480-1442 Joe Vasilj 805/389-4655 Steve Harvey 626/458-4951 FCC0001077 Irma Serna 509/826-4752 Contract # 601 Robert Erb, Jr. 805/389-4655 Steve Harvey 714/278-1900 PN: 24200 Terry Henry 26601,18003 619/448-4560 Elan Schier/Heorge Ham 262/695-2340 Keith Alexander 562/426-2974 # SS-03-05 Butch King / Steve Radaich CMOM 310/320-2558 Tom Zondiros 323/770-2920 No. 4398 Tom Bensfield 920/583-3132 #33-08 Randy Wendling K8-037 262/695-2340 # 32-08 Keith Alexander AMOUNT 505,733.25 24,180.00 860,968.00 85,500.00 30,000.00 52,800.00 16,500.00 87,400.00 609,000.00 53,975.00 685,465.00 139,650.00 63,000.00 START 06/2008 06/2008 07/2008 7/08 06/2008 7/08 7/08 7/08 7/08 07/2008 3/09 11/08 11/08 COMPLETE 2/09 6/09 2/09 8/08 06/2008 7/08 7/08 9/08 3/10 7/08 10/09 5/09 5/09 858/627-3286 Nariman Khomamizadeh 916/992-2840 James J. Maneatis City of Larado 756-791-7346 Bid#K094364C 4,824,727.00 12/2008 1/10 215,000.00 10/2008 10/2008 570,595.00 2/2009 498 6 Wastewater Pipeline Improvement Project - Phase 2 KEC Engineering for the City of Thousand Oaks Approx. 182 If of 15", 492 If of 21", 817 If of 24", and 558 If of 30" w/CIPP 200 No. Sherman Avenue, Corona, CA 92882 951/734-3010 James Elfring Cl4269 454,125.00 4/09 7/09 i FarmeASouthwest Pi Trenchless CorpiSW 254 2005-Present Southwest Pipeline and Irene' '9ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 JOB* 499 500 501 502 503 506 504 505 508 509 510 510.01 510.02 510.03 510.04 025MC2 511 512 513 514 CODE 3 3 3 3 6 6 3 3 3 6 6 3 3 10 3,6 6 PROJECT NAME & LOCATION "Sky Ranch", Santee, CA 13TopHats-6"-12" Roberts, Wl 41 Top Hats (12" Minimum, Long Version) 2007-2008 Sewer Replacement Project for the City of Redwood City, CA 79 Top Hats (6" and 8" Mainlines) Marion Utility Service Board 13 Top Hats 12" Tract 4998 Silverthorne 1 Approx. 316 If of 18" and 163 If of 24" w/ CIPP UCLA Botanical Gardens (15" Storm Drain) Approx. 200 If of 15" w/ CIPP 2009 City of Orting, Wa. Top Hats Sunrise Estates Sewer Rehabilitation - Boone County, Mo Top Hats City of Los Angeles 34 Top Hats Marianna Ave - Sanitary Sewer CIPP Pipe Lining Master Subcontract 8" sewer 8" Sewer Sewer Main Rehab Phase 1-1 6"-8" Sewer Sewer Main Rehab Phase 1-1 see job 578 in 2010 Rock River Reclamation Plant (Top Hats) Rock River, Illinois Crownpoint Trunk Sewer, San Diego 4 Top Hats Coast Trunk Sewer Rehabilitation 1 1-26R PCH between First St & Brookhurst 1,160' 78" Ribliner City of San Diego Rehab Package D-1 415 top hats, 83 spot repairs City of El Segundo OWNER and/or GENERAL CONTRACTOR Insituform Technologies, Inc. for CH2M Hill 8795 Portland Road NE, Brooks, OR 97305 Visu-Sewer Clean & Seal W230 N4855 Betker Drive, Pewaukee, Wl 53072 J.F. Pacific Liner, Inc. for Sanco Pipelines, Inc. 70 Union Way, Vacaville, CA 95687 Miller Pipeline 8850 Crawfordsville Road, Indianapolis, In. 46234 New Turf Construction, Inc. for Centex Homes Project 1535 Flynn Road, Camarillo, CA 93012 Advanced Sewer Technologies for UCLA 4617 Brazil Street, Los Angeles, CA 90039 GRAND TOTAL 2008 J.F. Pacific Liners, Inc. 70 Union Way, Vacaville, CA SAK Construction, LLC 103 No. Cool Springs Rd., O'Fallon, Mo. 82266 Tomovich & Associates 9611 Beverly Blvd., Pico Rivera, CA 90661 County of Los Angeles 900 S Freemont Ave., Alhambra, CA 91803 Burtecn Pipeline 102 Second St., Encinitas, CA 92024 2675 Fletcher Pkwy., 386 Sandy Lane, El Cajon Otay Mesa & San Ysidro, San Diego Otay Mesa & San Ysidro, San Diego Michels Corporation 817 West Main Street Brownsville, Wi 53006 TC Construction 10540 Prospect Ave Santee, Ca. 92071 Steve Bubalo Construction 128 Live Oak Ave, Monrovia, Ca. 91016 Erreca's Inc. Lakeside, CA 92040 City of El Segundo CONTACT INFO. 503/304-3514 Richard Gann 262/695-2340 Keith Alexander 707/446-8222 Greg Larson 317/293-0278 Mark Hallet 805/482-9876 David Pybrum 818/265-5046 Mike Ashker 707/446/8222 636/379-2350 Tim Bussen Tom 562/699-3496 Abigail Flores 626/458-3157 Buddy Randy Wendling 920-583-3132 George Ham 619-448-4560 626-574-7570 Scott Miller 619/390-6400 CONTRACT AMOUNT 20,325.00 96,350.00 128,375.00 31,200.00 62,520.00 24,050.00 20,901,202.39 39,000.00 SKW Project No. 47,000.00 200945 43,200.00 #SMDACO00114 398,355.00 START J-09 6/09 11/08 11/08 10/08 12/08 12/08 7/09 2/09 5/09 BPS1116 MASTER CONTRACT P.O. 2008-035-3.1 18,058.00 4/09 P.O. 2009-004-50 284,980.00 4/09 P.O. 2009-008-50 cancelled 8,400.00 P.O. 045024 16,500.00 986,000.00 486,000.00 10/14/09 1/09 7/09 1/09 COMPLETE 8/09 6/09 12/08 11/08 10/08 12/08 2/09 7/09 2/09 8/09 4/09 9/09 10/14/09 10/09 10/09 6/09 Sewer Rehab 5186'15", 1918'8"350 Main St., El Segundo, CA 900245 310/524-2361 465,795.00 4/09 5/09 Southwest Pipeline and Irene' '?ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE 515 3,4,10 515.01 515.02 025CAR-4 515.03 516 517 6 518 519 3,6 520 520.01 520.02 520.03 520.04 520.05 521 522 523 524 10 525 527 528 529 530 531 Modified Standard Form 254 PROJECT NAME & LOCATION OWNER and/or GENERAL CONTRACTOR City of Carlsbad City of Carlsbad - Wastewater Division Sewer Line Point Repair Services - On Call 5950 El Camino Real Carlsbad, Ca. 92008 Fiberglass Section Repair 8" sewer Tanglewood Community & State Street Expanda Lining Repair 8" sewer Carlsbad Blvd. & Pine Ave Fiberglass Section Repair Avenida de Anita 8" Fiberglass Section Repair Top Hat's Avalon, Catalina Island 6" PVC lines, 6" CIPP lines, 8"-12 lines/unlined 188 Top Hats Sewer & Water Group 731 San Diego 1089' 6"-8" rehab by CIPP Sewer & Water Grp 689 San Diego 177'6"-8" rehab by CIPP City of Spokane 11 Top Hats City of Santa Monica Sewer Line Point Repair Services - On Call 1 Top Hat Repair 3 Top Hat Repair 4 Top Hat Repair Grind Grout from Mainline 3 Top Hats Sewer Group 676 Contract #2805 Rosecrans & Talbot, San Diego City of San Diego Rehab Package G-1 Golden Valley, Mn 33 top hats 80' 30" Ribline 36" Storm Drain Sacramento Desert Hot Springs 2nd Street 4 spot repairs, 2 top hats Emergency Sewer System Repair Program SEE JOB 552 FOR NEW CONTRACT 45 top hats San Diego CMP Lining, Consolidated Drain-Road Phase 2A Altadena, Charter Oaks, East San Gabriel, La Crescenta, Los Nietos Monrovia/Arcadia/Duarte, Rowland Heights, Val Verde, West Carson 1,170' 15"-36" CMP rehab by lining Top Hats Minnesota Liner Installation Los Angeles Hoffman Southwest Corp. dba Roto Rooter 2331 Madero St., Mission Viejo, Ca. S.C. Valley Engineering, Inc. P.O. Box2848 ElCajon, Ca. 92021 KTA Construction, Inc. 1920 Cordell St. #105, El Cajon, Ca. 92020 City of Spokane Sewer Maintenance 909 E. Sprague, Spokane, Wa, 99202 2015 21st Street 21st Street various locations alley 1205 Pine Street Ace Pipeline Corp 2016 Leo Court, Escondido, Ca. 92026 Erreca's Inc. Lakeside, CA 92040 Visu-Sewer & Clean & Seal, Inc. W230 N4855 Betker Dr., Pewaukee, Wi. 53072 Tim Lewis Communities 300 Douglas Blvd., Roseville 93665 Mission Springs Water District 66575 2nd Street Desert Hot Springs, Ca. 92240 County of Los Angeles P.O. Box 1460, Alhambra, Ca. 91802 Zondiros Corporation 2401 208th Street Suite C-8 Torrance, Ca. 90501 County of Los Angeles P.O. Box 1460, Alhambra, Ca. 91802 Lametti & Sons, Inc. 16028 Forest Blvd. No. P.O. Box 477 Hugo, Mn. 55038 Zondiros Corporation 2401 208th St. Torrance CONTACT INFO. 760-438-2722 Don Wasco 909-397-0567 Charles Berry Samuel H. Wathen 619-444-2366 619-562-9464 509-625-7921 Mike Morris 310-458-8797 760-735-2144 Daniel Prizen Scott Miller 619/390-6400 Keith Alexander 262-695-2340 916-793-2300 Wayne Robertson 760-329-6278 Fernando Villaluna 626-458-4194 310-320-2664 Salman Khan 626-458-4956 Brett Anderson 651-426-1380 Craig Berry 760-510-6747 CONTRACT AMOUNT Job#1 2-5-09 17,100.00 Job #2 3-1 3-09 37,500.00 2,800.00 Job #3 10-27-09 5,000.00 500,000.00 86,430.00 38,680.00 #01-09-771 17,900.00 1,475.00 5,000.00 6,500.00 2,000.00 42,000.00 33,350.00 129,850.00 98,500.00 8,000.00 #001632 on-call 62,700.00 # 201,500.00 11,000.00 P.O. #09213 22,361.00 START 3/09 11/09 1/10 3/09 3/09 9/09 3/10 4/10 8/09 3/09 6/09 M-09 4/09 6/09 9/09 7/09 7/09 COMPLETE 4/09 3/10 delayed start 3/09 3/09 9/09 3/10 4/10 8/09 3/09 9/09 5/09 4/09 7/09 10/09 7/09 7/09 i FarmertSoutrwest Pipelme and Trencfitess CorpiSW 254 2005-Present Southwest Pipeline and Irene' ^ss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions PROFILE JOB # CODE PROJECT NAME & LOCATION 532 1,3 Top Hats on 8", 12", 15", 18" Mains Racine, Wl 533 6 J.O. "H" Unit 1F Sewer Rehabilitation 451' rehab 36" by CIPP Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR CONTACT INFO. CONTRACT Visu-Sewer & Clean & Seal, Inc. Keith Alexander W230N4855BetkerDr.,Pewaukee, Wi. 53072 262-695-2340 County Sanitation Districts of Los Angeles County 1955 Workman Mill Rd.,Whittier,Ca. 90601 562/699-7411 #4489 AMOUNT START COMPLETE 82,350.00 8/10/09 in process 225,049.00 8/13/09 in process 534 535 536 537 538 539 540 541 542 543 544 545 546 547 548 549 3 Branson Ave City of Los Angeles (Hollywood) 3 Norwood Young America Norwood , Mn 3 Racine, Wi 3' Sanitary Sewer Imp. CWSRF #937-01 - Munich, No. Dakota 100 top hats 3, 6 CIP Project No. 08-425 Sewer Repairs City of Hermosa Beach Bayside Drive Improvements 5-61 Newport Beach 3 Pleasant Hill Sewer Renovation - Phase 1 Central Contra Costa Sanitary District 3 City of Burbank 16 Top Hat Installation at various locations 3, 6 Sewer Pipeline Rehab Phase J-1 7.16 miles rehab 6"-8" by CIPP 55 top hats 3, 6 Sewer Pipeline Rehab Phase J-1A 6 Sewer Group 725 W.O. #175321 580' rehab 6"-8" by CIPP 2 top hats 6 Via Rialto Storm Drain City of San Diego K1 04766 151' CIPP 3 Sewer Improvement District No. 2010-2 - Strasburg, No. Dakota 200 Top Hats 3 Sewer Pipeline Rehab. Phase I-1D K104700C City of San Diego 404 top hats 3 Sewer Rehabilitation Lining Projects - City of Culver City 60 Top Hats 2010 10 Sanitary Sewer Main Rehabilitation Proj. No. 525002376 1800 North-Beck Street John T. Malloy for The City of Los Angeles 3032 Bandini Blvd. Los Angeles 90023 Visu-Sewer & Clean & Seal, Inc. W230 N4855 Betker Dr., Pewaukee, Wi. 53072 Visu-Sewer & Clean & Seal, Inc. W230 N4855 Betker Dr., Pewaukee, Wi. 53072 Visu-Sewer & Clean & Seal, Inc. W230 N4855 Betker Dr., Pewaukee, Wi. 53072 Zondiros Corporation 2401 208th Street Suite C-8 Torrance, Ca. 90501 Colich & Sons, L.P. 547 W. 140th Street Gardena, Ca. 90248 PIPEnology, Inc. for McNamara & Smallman Cons. Inc. City of Burbank 301 E. Olive Burbank, Ca. 91510 City of San Diego 1200 Third St, San Diego CA 92101 City of San Diego 1200 Third St, San Diego CA 92101 Ortiz Construction for The City of San Diego 788 Energy Way, Chula Vista, Ca. 9191 1 New Century Construction, Inc. 9119 Emerald Drive Ave., Lakeside, Ca. 92040 Visu-Sewer & Clean & Seal, Inc. W230 N4855 Betker Dr., Pewaukee, Wi. 53072 Zondiros Corporation 2401 208th Street Suite C-8 Torrance, Ca. 90501 Sancon Engineering II, Inc. 5841 Engineer Drive Huntington Beach, Ca. 92449 GRAND TOTAL 2009: Salt Lake City Corporation 1530 South West Temple Salt Lake City, Utah 323/780-9942 Keith Alexander 262-695-2340 Keith Alexander 262-695-2340 Keith Alexander 262-695-2340 Tom Zondiros 310-320-2558 Tom Bensfield 310/516-6346 ext 245 Bob Smallman 929-606-7190 Lifan Xu 818-238-3932 K104836C K104823C Lucy Ortiz Ortiz job 518 619-941-4532 Susan Leggitt #10-01 619-390-3300 Keith Alexander Proj # 380939-01 262-695-2340 Craig Berry 760-510-6747 Chuck Parsons 714-891-2323 Rick Reinhold 801-483-6828 4,500.00 36,400.00 82,500.00 125,000.00 29,820.00 417,000.00 19,600.00 25,600.00 3,193,079.75 3,292,819.75 31,900.00 86,687.00 265,000.00 525,200.00 150,000.00 12,715,439.50 2,877,225.00 9-14-09 9-14-09 10-1-09 10-12-09 4/10 8/10 10/09 10/09 1/10 12/09 12/09 11/09 1/10 1/10 1/10 1/10 1/10 Rehab. 66" sewer by 3735' Spiral Wound Pipeline and Trencfiless Corp^SW 25a 20O5-Present Southwest Pipeline and Irene '<sss Corp., License No. 773862-A including U-Liner West and National Liner West Divisions JOB* 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 PROFILE CODE PROJECT NAME & LOCATION City of Los Angeles Emergency Work SWC01250 5944 Graciosa Dr. 282' 8" CIPP Lining Existing Sewer Mains @ various Locations Fiscal Year 2009-2010 6"-15" lining by CIPP Sewer Group 715 San Diego 42 Top Hats 6,3 Sewer Main Rehab. Phase J-1B Rehab 5.12 miles 8" mains by CIPP, 309 Top Hats, rehab 33 MH's 6 Emergency Sewer System Repair Program (ON-CALL CONTRACT) Pipeline Lining 3 2009-2010 Sewer Lining 1 top hat Rockford, IL 3 Red Flag Project Task Order 72959 SK005 5 top hats Camp Pendleton 3 Capital Facilities Rehabilitation, Phase V 340 Top Hats Goleta 3 Sugar Grove Interceptor Rehabilitation 38 To Hats Aurora, IL 3 SSRP U19A Rochester & Beverly Glen SZC11785 Los Angeles 26 top hats 3,10 914 Maya Street, Spring Valley, Ca. 116' 8" Expanda (Rib Loc), 1 Top Hat 6 Johnson Drive Storm Drain and Sewer Improvements City of La Mesa 330'12" CIPP 3,6 Trailer Homes 2621 Sweetwater Rd National City 214'8" CIPP, 4 Top Hats 6 Cast Iron Lining Project Proj. No. 800-331 Rehab 6", 8", 12", 15" Cast Iron Pipe by Lining 3 Sewer Groups 648 & 649 53 Top Hats 3 30 Top Hats Camarillo 3 21 Top Hats Indio Desert Pipeline/Cochran Ranch 3 Top Hats - City of Paso Robles DPW Project No. 09-13 2010 Sewer Main Rehabs 3 8 Top Hats - 2009 Sewer Repair Projects Rossmoor/Los Angeles Alamitos Area Sewer District 6,3 Sewer Group 716-City of San Diego La Jolla Community 1,817 LF 6" & 8", 30 Top Hats Modified Standard Form 254 OWNER and/or GENERAL CONTRACTOR Valverde Construction 10918 Shoemaker Ave., Santa Fe Springs City of La Habra 201 E. La Habra Blvd., La Habra 90631 Sancon Engineering II, Inc. 5841 Engineer Drive Huntington Beach, Ca. 92449 City of San Diego 1200 Third St., San Diego CA 92101 County of Los Angeles 900 So. Fremont Ave Alhambra, Ca. 91803 Michels Corporation 817 West Main Street, Brownsville, Wi. 53006 Michels Corporation 817 West Main Street, Brownsville, Wi. 53006 RePipe California, Inc. 5525 E.Gibraltar St., Ontario 91765 Visu-Sewer and Clean, Inc. W230 N4855 Betker Dr., Pewaukee, WI 53071 Ramona, Inc. P.O. Box660219 Arcadia, Ca. 91006 Bonita Pipeline, Inc. 2209 Highland Ave, National City, Ca. 91950 SC Valley Engineering P.O. Box2828 ElCajon. Ca. 92021 Bonita Pipeline, Inc. 2209 Highland Ave, National City, Ca. 91950 Union City Sanitary District 5072 Benson Road, Union City, Ca. 94587 Ace Pipeline, Inc. P.O. Box483-61 Escondido, Ca. 92046 RePipe California, Inc. 5525 E.Gibraltar St., Ontario 91765 Desert Equipment, Inc. 8201 F, 23rd Street, Kansas City, Mo. 64129 MGE Underground, Inc. P.O. Box4189, Paso Robles, Ca 93447 Sancon Engineering, Inc. 5841 Engineer Drive, Huntington 6each, Ca. 92449 Burtech Pipeline 102 Second St., Encinitas, CA 92024 CONTACT INFO. Mike 562-906-1826 Chafik Mouradi, P.E. 562/905-9720 Chuck Parsons 714-891-2323 Andre Zakarian 626-458-4069 Randy Wendling 920/924-4300 Randy Wendling 920/924-4300 909-291-4050 Mike Espinosa David or Keith Alexander 262-695-2359 Debora Echeverria 626-355-1350 Tracy I. Ellis 619-434-9801 ext 205 Sam Wathen 619-444-2366 Tracy I. Ellis 619-434-9801 ext 205 Chris Elliott 510-477-7605 Dan Prizen 760-735-6105 909-291-4050 Mike Espinosa Cliff Rush 661-324-4561 Jenneke Wouters 805-456-2362 Bob Hollingsworth 714-891-2323 Lisa Craig 760/634-2822 CONTRACT Proj. No. 1-S-09 change order K104918C #002040 P.O. P123 #10-1142-001 09-04 #10-1143-001 DPW Proj. #09-13 P.O.2009-019-3.3 AMOUNT 21,150.00 469,550.00 196,416.00 54,600.00 1,655,348.51 On-Call 3,250.00 11,200.00 578,000.00 55,100.00 37,550.00 8,560.00 18,900.00 15,230.00 237,500.00 53,600.00 35,250.00 26,250.00 10,800.00 10,800.00 128,805.00 START C< 1/10 2-23-10 3-15-10 2/10 2/10 Contract 2/1 7/10 4/10 3/10 4/10 4/10 4/10 4/10 • 4/10 4/10 6/10 5/10 4/10 5/10 6/10 6/10 6/10 3MPLE 8/10 8/10 2/10 10/10 4/10 6/10 4/10 4/10 4/10 4/10 5/10 5/10 6/10 P \Sharon FarmertSoutf-™es< Piped™ an<3 Trenchless Conj\SW 25-J 2005-Presen! Southwest Pipeline and Irene 'ess Corp., License No. 773862-A including U-Liner West and National Liner West Divisions Modified Standard Form 254 PROFILE JOB # CODE PROJECT NAME & LOCATION 570 6,3 Sewer Group 726 - City of San Diego 571 6 SSRP P12 Avenue 50 and Monte Vista St. W.O. SZC11960 5346' rehab 8"-10" by CIPP 572 6 SSRP P13 Range View Ave and N. Avenue 65 W.O. SZC11961 OWNER and/or GENERAL CONTRACTOR KTA Construction, Inc. 1920 Cordell St. Suite 105, El Cajon, Ca. 92020 MNR Construction MNR Construction! CONTACT INFO. Shawn Mione CONTRACT 10-10-04 AMOUNT START COMPLETE 15,040.00 7/10 152,032.00 pending 76,265.00 pending 573 6,3 Repairs in 8" VCP 574 6, 3 Emergency Sewer Repairs - City of San Diego 2072' 8"-10" CIP, 27 Top Hats 575 3 Hydraulic Capacity Project #1 Sewer Rehabilitation (CIP 7706) 20 Top Hats San Juan Capistrano 576 6, 3 Citywide Sanitary Sewer System Repair & Rehabilitation Ph II, Grp 2 Crty of Anaheim 577 6, 3 Red Flag Project Task Order 72959 5 spot repairs, 250' 8" CIPP 578 6,3 Sewer Group 716-City of San Diego 1817' 6"-8" CIPP, 68 Top Hats 579 6 Eaton Wash Spreading Grounds Improvements FCC0001153 580 6 Joint Outfall "A" Unit 1A Long Beach Water Reclamation Plant Sludge Gravity Sewer Rehabilitation-2010. 65' 24" CIPP 581 1,6 SSRP U15Camden Ave & Exposition Blvd. W.O. S2C11919 79' 8" VCP sewer, 3431' 8" lining by CIPP Mission Springs Water District Lee Boyer 66575 2nd Street, Desert Hot Springs 760-329-6278 Zondiras Corporation Craig Barry 1833 Diamond Street #201, San Marcos, Ca. 92078 760-510-6747 SAK Construction of Ca LP Jeff Rubio 103 N. Cool Springs Road, O'Fallon, MO 63366 562-225-7224 Vasilj, Inc. 15531 Arrow Hwy, Irwindale, Ca. 91706 626-480-1442 COM Constructors, Inc. 91730 909-579-3435 Burtech Pipeline 760-634-2822 102 Second St., Encinitas, Ca. 92024 KEC Engineering 200 No. Sherman Ave., Corona, Ca. 92882 County Sanitation Districts of Los Angeles County 1955 Workman Mill Rd, Whittier, Ca. 90601 562-699-7411 City of Los Angeles 213/978-0262 200 No. Spring Street Los Angeles, Ca. 978-0261 72959 SK008 P.O. 2009-019-3.3 Charles Hickman KEC Job #1004 951-734-3010 C# 4588 W.O. SZC11919 12,000.00 7/10 114,588.00 7/10 35,000.00 7/10 428,012.50 7/10 16,250.00 128,805.00 277,800.00 33,995.00 210,253.50 8/10 7/10 GRAND TOTAL 2010 FURTHER INFORMATION WILL BE PROVIDED UPON REQUEST 1=sewer, 2=storm drain, 3=Top Hats, 4= Sectional Liner Repairs, 5=HDPE lining, 6=CIPP lining, 7=lnsitu Point Repairs, 8=Channel line, 9=Misc. 10=Rib Loc 8,005,125.51 Pipeline anO Trenchless Corp^SW 254 2005-Pr BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY, EMPLOYERS' LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS' COMPENSATION (To Accompany Proposal) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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: D Comprehensive General Liability D Automobile Liability D Workers Compensation D 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 and the General 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. oRevised 06/10/09 Contract No. 5503-1 Page 34 of 107 Pages CERTIFICATE OF LIABILITY INSURANCE OP ID RG DATE (MM/DD/YYYY) 11/17/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The Wooditch Company Insurance Services, Inc. 1 Park Plaza, Suite 400 Irvine CA 92614 Phone:949-553-9800 Fax:949-553-0670 NAME: PHONE (A/C No, Ext): E-MAIL ADDRESS: FTAXI (A/C, No): PRODUCER-CUSTOMER ID* COLIC-1 INSURER(S) AFFORDING COVERAGE NAIC# INSURED Southwest Pipelineand Trenchless Corp. 547 W. 140th StreetGardena CA 90248 INSURER A: old Republic General Ins. Corp 24139 INSURER B: National Union Fir« Ins. Co.19445 INSURER C : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER:REVISION NUMBER: INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR A A B A TYPE OF INSURANCE GENERAL LIABILITY X COMMERCIAL GENERAL L [ CLAIMS-MADE |~X~ IABILITY OCCUR GEN'L AGGREGATE LIMIT APPLIES PER ~~| POLICY [T|5g$ flu* AUTOMOBILE LIABILITY X — X X ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNED AUTOS UMBRELLA LIAB jj EXCESS LIAB OCCUR CLAIMS-MADE DEDUCTIBLE RETENTION $ 10,000 WORKERS COMPENSATION AND EMPLOYERS' LIABILITY y / N ANY PROPRIETOR/PARTNER/EXECUTIV6 — — tOFFICER/MEMBER EXCLUDED? 1(Mandatory In NH) ' ' If yes, describe underDESCRIPTION OF OPERATIONS below ADDL INSR X X N/A 5UBf WVD POLICY NUMBER A1CG93331002 A1CA93331002 BE86308442 A1CW93331001 POLICY^FF^(MM/DD/YYYY) 10/15/10 10/15/10 10/15/10 06/01/10 TOLICY EXP(MM/DD/YYYY) 10/15/11 10/15/11 10/15/11 06/01/11 LIMITS EACH OCCURRENCE UAMAljfc 1 U KbN 1 tU PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP/OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) EACH OCCURRENCE AGGREGATE V WCSTATU- I OTH-A TORY LIMITS I ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT $1,000,000 $100,000 $5,000 $1,000,000 $2,000,000 $2,000,000 $ $1,000,000 $ $ $ $ $ $ 1,000,000 $1,000,000 $ $ $1,000,000 $ 1,000,000 $1,000,000 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space is required)*Except 10 Days Notice of Cancellation for Non-Payment of Premium.RE: SWPST Job #598; City of Carlsbad Job #5503-1; Bid # PWS11-02UTIL; Miscellaneous Sewer Rehabilitation, NW Quadrant. This Insurance shall applyas Primary and Non-Contributory per attached endorsement.**SEE NOTES** glaip/auai CERTIFICATE HOLDER CANCELLATION CARLSCI City of Carlsbad Public Works Purchasing Dept 1635 Faraday Ave, Carlsbad CA 92008 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE D CORPORATION. All rights reserved. ACORD 25 (2009/09)The ACORD name and logo are registered marks of ACORD MOTPPAn-7 '•" • •• • * .-'I.-...--'-'!. .;:.v ' ,- ^COLIC-I^ 1,^1.1'^ayij^AGE.2 t' pTi! -- ,"" INSURED'S NAME Southwest .Pipeline '•-'>,',<, >. • :OP ID iRS .^-' *Ll"* DATE! lli/l'7/lO-' *Should this policy be cancelled before the expiration date, The Wooditch Company will mail 30 (thirty) days written notice to those Certificate Holders which require such action per contract or agreement.* NOTEPAD'^ MOLDERCODE •_ >, ! MI'' . "^rt "'"i* INSURED'S NAME Southwest "Pipeline !, '>L- ' '' ,".'1 OP ID, RG'n~<Jt-n' * DATE1--!!1/117/10 City of Carlsbad, its officials, employees, and volunteers are included as Additional Insureds as respects General and Auto Liability per attached endorsements. POLICY NUMBER: A1CG93331002 COMMERCIAL GENERAL LIABILITY CG 20 10 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES OR CONTRACTORS - SCHEDULED PERSON OR ORGANIZATION This endorsement modifies insurance provided under the following: COMMERCIAL, GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organizations): WHERE REQUIRED BY WRITTEN CONTRACT. Localion(s) Of Covered Operations Information required to complete this Schedule, if not shown above, will be shown in the Declarations. A. Section II - Who Is An Insured is amended to include as an additional insured the person{s) or organization (s) shown in the Schedule, but only with respect to liability for "bodily injury", "property damage" or "personal and advertising injury" caused, in whole or in part, by: 1. Your acts or omissions; or 2. The acts or omissions of those acting on your behalf; in the performance of your ongoing operations for the additional insured{s) at the location(s) desig- nated above. B. With respect to the insurance afforded to these additional insureds, the following additional exclu- sions apply: This insurance does not apply to "bodily injury" or "property damage" occurring after: 1. All work, including materials, parts or equip- ment furnished in connection with such work, on the project (other than service, mainten- ance or repairs) to be performed by or on be- half of the additional insured(s) at the location of the covered operations has been completed; or 2. That portion of "your work" out of which the injury or damage arises has been put to its in- tended use by any person or organisation other than another contractor or subcontractor en- gaged in performing operations for a principal as a part of the same project. CG 20 10 07 04 © ISO Properties, Inc., 2004 Page 1 of i D POLICY NUMBER: A1CG93331002 COMMERCIAL GENERAL LIABILITY CG 2ft 37 07 04 THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -OWNERS, LESSEES OR CONTRACTORS - COMPLETED OPERATIONS This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name Of Additional Insured Person(s) Or Organization(s): WHERE REQUIRED BY WRITTEN CONTRACT, BUT ONLY WHEN COVERAGE FOR COMPLETED OPERATIONS JS SPECIFICALLY REQUIRED BY THAT CONTRACT. Location And Description Of Completed Opera- tions Information required to complete this Schedule, if not shown above, will be shown in the Declarations. Section il - Who is An Insured is amended to include as an additional insured the person(s) or organization(s) shown in the Schedule, but only with respect to liability for "bodily injury" or "property damage" caused, in whole or in part, by "your work" at the location designated and described in the schedule of this endorsement performed for that additional insured and included in the "products- completed operations hazard". CG 20 37 07 04 © ISO Properties, Inc., 2004 Page 1 of 1 D OLD REPUBLIC GENERAL INSURANCE CORPORATION CHANGES ADDITIONAL INSURED PRIMARY WORDING SCHEDULE THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE FORM Name of Additional Insured Person(s) Or Organization(s): Location(s) of Covered Operations As required by written contract: Information required to complete this Schedule, if not shown above, will be shown in the Declarations. The insurance provided by this endorsement is primary insurance and we will not seek contribution from any other insurance of a like kmd available to the person or organization shown in the schedule above unless the other insurance is provided by a contractor other than the person or organization shown in the schedule above for the same operation and job location. If so, we will share with that other insurance by the method described in paragraph 4.c. of Section IV - Commercial General Liability Conditions. All other terms and conditions remain unchanged. Named Insured Policy Number Policy Period Producer's Name: Producer Number: SOUTHWEST PIPELINE & TRENCHLESS CORP. A1CG93331002 10/15/2010 to 10/15/2011 Endorsement No. Endorsement Effective Date:10/15/2010 AUTHORIZED REPRESENTATIVE DATE CO EN GN 0029 09 06 ©Old Republic Insurance Company ©2010 SitverPlume Reference Systems. Inc. All Rights Reserved. OLD REPUBLIC GENERAL INSURANCE CORPORATION ADDITIONAL INSURED WHERE REQUIRED UNDER CONTRACT OR AGREEMENT THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: BUSINESS AUTO COVERAGE FORM The following is added to Section II - Liability Coverage, A. - Coverage, 1. Who Is An Insured: d. Any person or organization to whom you become obligated to include as an additional insured under this policy, as a result of any contract or agreement you enter into which required you to furnish insurance to that person or organization of the type provided by this policy, but only with respect to liability arising out of your operations or premises owned by or rented to you. However, the insurance provided wilt not exceed the lessor of: 1. The coverage or limits of this policy, or 2. The coverage or limits required by said contract or agreement. Named Insured Policy Number Policy Period Producer's Name: Producer Number: SOUTHWEST PIPELINE & TRENCHLESS CORP. A1CA93331002 10/15/2010 to 10/15/2011 Endorsement No. Endorsement Effective Date:10/15/2010 AUTHORIZED REPRESENTATIVE DATE CA EN GN 0020 03 07 BIDDER'S STATEMENT RE DEBARMENT (To Accompany Proposal) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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. party debarred party debarred agency agency period of debarment period of debarment BY CONTRACTOR: SOUTHWEST PIPELINE AND _ TENCHLJESSCORP. Contractor) (sign here) STEVEN RVOSSMEYER PRESIDENT/TREASI i (print name/title) Page of pages of this Re Debarment form Revised 06/10/09 Contract No. 5503-1 Page 35 of 107 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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? yes no 2) Has the suspension or revocation of your contractor's license ever been stayed? 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? 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 therefore. (If needed attach additional sheets to provide full disclosure.) / A Page / of ^/ pages of this Disclosure of Discipline form Revised 06/10/09 Contract No. 5503-1 Page 36 of 107 Pages BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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: SOUTHWEST PIPELINE AND TRENCHLESSCORP. (nameo^tSorjJractor) (sign here) STEVEN R.VOSSMEYER PRESIDENT/TREASURER (print name/title) Page ^ of __2_. pages of this Disclosure of Discipline form Revised 06/10/09 Contract No. 5503-1 Page 37 of 107 Pages NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID PUBLIC CONTRACT CODE SECTION 7106 MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 State of Cafifornia County of STB/EN RVOSSMEYER PRfESIDENT/TREARi iRPR ) ) SS. _, being first duly sworn, deposes (Name ofeftf^ VOSSMEYER PRESIDENT/TREES' iR^q and says that he or she is of (Title) SOUTHWEST PIPELINE AND TRENCHLESSCORP. (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 <^7 day of Signature of Bidder Subscribed and sworn to before me on the day of. (NOTARY SEAL) ROBERT BOLGERJR. 9 Commission * 1883724 t Notary Public • California I Los Angelas County £ MyComm.ExniresM8f21,2014t Signature^ Notary Revised 06/10/09 Contract No. 5503-1 Page 38 of 107 Pages of Carlsbad Public Works - Contract Administration p/y August 19, 2010 ADDENDUM NO. 1 RE: MISCELLANEOUS SEWER REHABILITATION, NW PROJECT NO.: 5503-1 Please include the attached addendum in the Notice to Bidder/Request for Bids you have for the above project. Please note change in due date for the above-mentioned bid. New date for bid opening is: September 28, 2010 Time remains the same: 2:00 p.m. This addendum-receipt acknowledged-must be included to your bid when your bid is submitted. CEVIN DAVIS Sr. Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 STEVEN R. VOSSMEYFR^- Bidder's Signature 1635 Faraday Avenue « Carlsbad, CA 92008-7314 • (760) 602-4677 • FAX (760) 6O2-8562 of Carlsbad Public Works - Contract Administration AUGUST 30, 2010 ADDENDUM NO. 2 RE: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT, CONTRACT NO. 5503-1, BID NO. PWS11-02UTIL Please include these addendum pages in the Notice to Bidders/Request for Bids you have for the above project. This page—receipt acknowledged—must be included in your bid when your bid is submitted. CEVINt. DAVIS Sr. Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 2 STEVEN R. VOSSMEYFRPRESIDENT/TRF/ = ^q Bidder's Signature 1635 Faraday Avenue - Carlsbad, CA 92008-7314 • (760) 6O2-4677 • FAX (760) 6O2-8562 CITY OF CARLSBAD Miscellaneous Sewer Rehabilitation, Northwest Quadrant Contract No. 5503-1 Drawing No. 466-7 Bid No. PWS11-02UTIL Addendum No. 2 From: Mark Biskup, Project Manager Phone: (760)602-2763 Fax: (760) 602-8562 Date: August 30, 2010 Bid Opening Date: September 28, 2008 2:00 pm REVISIONS TO BID DOCUMENTS: The following clarifications and additions shall be made a part of the contract documents for Contract No. 5503-1. 1. Delete: The first paragraph of page 5 of the Contract Documents: UNTIL 2:00 PM ON AUGUST 31, 2010, tho City shall accept aoalod bids, clearly marked as such, at the Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008 731'I, 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: Rehabilitate approximately 2,100 lineal feet of 6 inch and 8 inch gravity flow sewer pipeline with the installation of cured in place pipe (CIPP) liners. Replace with: UNTIL 2:00 PM ON September 28, 2010, 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: Providing all labor, materials, tools and equipment necessary to rehabilitate approximately 2,805 lineal feet of 6-inch l of 2 and 8-inch gravity flow sewer pipelines with the installation of cured-in-place pipe (CIPP) liners and associated repairs per the Contract Plans and Specifications. 2. Delete: "Contractor's Proposal" including pages 9 through 22 in its entirety. Replace with: Attached "Contractor's Proposal" (Addendum No. 2 Version) 3. Delete: Section 01025, Measurement and Payment in its entirety. Replace with: Attached Section 01025 Measurement and Payment. (Addendum No. 2 Version) 4. Delete: Section 13605, Installation of Cured-In-Place (CIPP) in Existing Sewers in its entirety. Replace with: Attached Section 13605, Installation of Cured-In-Place (CIPP) in Existing Sewers. (Addendum No. 2 Version) 5. Add: The attached 11"xl7" copies of City Drawing Nos. 187-10 sheet 5; and 159-5 sheet 7 to Appendix D, Record Drawings. Appendix D reference drawings are for information only. 6. Add: The attached 8 Vz" x 11" Location No. 6, Location Map (sheets 1 & 2). The work shown on this map shall be included with the work shown on the Contract Plans, City Drawing No. 466-7. 2 of 2 CITY OF CARLSBAD MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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, General Provisions, Contract Documents, 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. 5503-1 in accordance with the Plans, Specifications, General Provisions, Contract Documents, and addenda thereto and that he/she will take in full payment therefore the following unit prices for each item complete, to wit: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"A" HEMLOCK AVENUE EXISTING SEWER REHABILITATION Approximate Item Quantity Unit Price Total Amount No. Description and Unit (Figures) (Figures) A-1 Contract Bonds, Insurance, LS $ 10.000 $ 10,000 Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) A-2 Furnish, Install, and Maintain LS $1 Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen (Price in Words) Revised 08/27/10 Contract No. 5503-1 Page 1 of 16 Pages ADDENDUM NO 2 Item No. Description A-3 Thoroughly Clean Existing Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (640± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Approximate Quantity and Unit LS Unit Price (Figures) Total Amount (Figures) $$ (Price in Words) A-4 Remove Protruding Sewer Laterals into the Sewer Main and Preliminary Point Repairs by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 18 EA $_ (Price in Words) A-5 Furnish & Install 6" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 640± LF (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 2 of 16 Pages Item No. Description A-6 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications Section 11080 Approximate Quantity and Unit LS Unit Price (Figures) Total Amount (Figures) $ (Price in Words) A-7 Reinstate Sewer Laterals by a Robotically-Controlled Device from Inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications Section 13605 18 EA (Unit Price in Words) A-8 Furnish and Install Sewer Lateral Inserts (Top Hat) by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications Section 13605 18 EA $_ (Unit Price in Words) Total amount of bid in words for Schedule "A": Total amount of bid in numbers for Schedule "A": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s)._ this proposal. has/have been received and is/are included in Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 3 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"B" REDWOOD AVENUE EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) B-1 Contract Bonds, Insurance, LS Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) B-2 Furnish, Install, and Maintain LS Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen $ 10.000 $ 10.000 (Price in Words) B-3 Thoroughly Clean Existing LS Sewer (Removal of Grease, Roots, and any Obstruction), and Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (580± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 $ (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 4 of 16 Pages Item No. Description B-4 Remove Protruding Sewer Laterals into the Sewer Main and Preliminary Point Repairs by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Approximate Quantity and Unit 18 EA Unit Price (Figures) Total Amount (Figures) $$ (Price in Words) B-5 Furnish & Install 6" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 580± LF $ (Price in Words) B-6 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 LS $$_ (Price in Words) B-7 Reinstate Sewer Laterals by a Robotically-Controlled Device from Inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 18 EA $ (Unit Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 5 of 16 Pages Approximate Item Quantity Unit Price Total Amount No. Description and Unit (Figures) (Figures) B-8 Furnish and Install Sewer 18EA $ $ Lateral Inserts (Top Hat) by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 (Unit Price in Words) Total amount of bid in words for Schedule "B": Total amount of bid in numbers for Schedule "B": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 Page 6 of 16 Pages ADDENDUM NO 2 MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"C" PIO PICO DRIVE EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit C-1 Contract Bonds, Insurance, LS Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) C-2 Furnish, Install, and Maintain LS Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen Unit Price (Figures) $ 10,000 Total Amount (Figures) $ 10.000 (Price in Words) C-3 Thoroughly Clean Existing LS Sewer (Removal of Grease, Roots, and any Obstruction), and Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (400± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 $$. (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 7 of 16 Pages Item No. Description C-4 Remove Protruding Sewer Laterals into the Sewer Main and Preliminary Point Repairs by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Approximate Quantity and Unit SEA Unit Price (Figures) Total Amount (Figures) $ (Price in Words) C-5 Furnish & Install 8" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 400± LF $$ (Price in Words) C-6 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 LS $_ (Price in Words) C-7 Reinstate Sewer Laterals by a Robotically-Controlled Device from Inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 SEA (Unit Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 8 of 16 Pages Item No. Description C-8 Furnish and Install Sewer Lateral Inserts (Top Hat) by a Robotically-Controlled Device from inside the Sewer Main without Excavation in Accordance with the Construction Drawings and Technical Specifications, Section 13605 Approximate Quantity and Unit SEA Unit Price (Figures) Total Amount (Figures) $$ (Unit Price in Words) Total amount of bid in words for Schedule "C": Total amount of bid in numbers for Schedule "C": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 9 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"D" AVENUE OF THE TREES EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) D-1 Contract Bonds, Insurance, LS Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) D-2 Furnish, Install, and Maintain LS Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen $ 10.000 $ 10.000 $ (Price in Words) D-3 Thoroughly Clean Existing LS Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (230± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 (Price in Words) Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 10 of 16 Pages Item No. Description D-4 Furnish & Install 8" Cured-in- Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 Approximate Quantity and Unit 230± LF $ Unit Price (Figures) Total Amount (Figures) $ (Price in Words) D-5 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 LS $$ (Price in Words) Total amount of bid in words for Schedule "D" Total amount of bid in numbers for Schedule "D": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s)._has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 11 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"E" MAGNOLIA AVENUE EXISTING SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) E-1 Contract Bonds, Insurance, LS Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) E-2 Furnish, Install, and Maintain LS Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen $ 10,000 $ 10,000 (Price in Words) E-3 Thoroughly Clean Existing LS Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (275± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 (Price in Words) oRevised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 12 of 16 Pages Item No. Description E-4 Furnish and Install 8" Cured- in-Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 Approximate Quantity and Unit 275± LF $ Unit Price (Figures) Total Amount (Figures) $ (Price in Words) E-5 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 LS $$_ (Price in Words) Total amount of bid in words for Schedule "E": Total amount of bid in numbers for Schedule "E": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 13 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT SCHEDULE"F" SANTA CLARA/CHESTNUT AVENUE EASEMENT, SEWER REHABILITATION Item No. Description Approximate Quantity and Unit Unit Price (Figures) Total Amount (Figures) F-1 Contract Bonds, Insurance, LS Encroachment Permits, Rights-of-Entry, Project Management, Mobilization, Demobilization, and Preparatory Work at a Stipulated Lump Sum of Ten Thousand Dollars (Stipulated Amount: Do Not Change) F-2 Furnish, Install, and Maintain LS Traffic Control including Preparation and Approval of Traffic Control Plans, All Signs, Delineators, Arrow Boards, and Flagmen $ 10,000 $ 10,000 (Price in Words) F-3 Thoroughly Clean Existing LS Sewer (Removal of Grease, Roots, and any Obstruction), Video Inspect Existing Sewer after Initially Cleaning and Flushing the Sewer, and Post-Video Inspection of the Sewer after Rehabilitation Work is Complete (680± LF) in Accordance with the Construction Drawings and Technical Specifications, Section 13605 $$ (Price in Words) cRevised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 14 of 16 Pages Item No. Description F-4 Furnish and Install 8" Cured- in-Place Pipe (CIPP) Liner in Accordance with the Technical Specifications, Section 13605 Approximate Quantity and Unit 680± LF $ Unit Price (Figures) Total Amount (Figures) $ (Price in Words) F-5 Wastewater Bypass and Containment in Accordance with the Construction Drawings and Technical Specifications, Section 11080 LS $ (Price in Words) Total amount of bid in words for Schedule "F": Total amount of bid in numbers for Schedule "F": $ Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). has/have been received and is/are included in this proposal. Revised 08/27/10 Contract No. 5503-1 ADDENDUM NO 2 Page 15 of 16 Pages MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT BID SUMMARY Bid Schedule A (Hemlock Avenue) $_ Bid Schedule B (Redwood Avenue) $_ Bid Schedule C (Pio Pico Drive) $_ Bid Schedule D (Avenue of the Trees) $_ Bid Schedule E (Magnolia Avenue) $_ Bid Schedule F (Santa Clara/Chestnut Avenue) $_ Total Bid for Schedules A through F Total Bid for Schedules A through F (words) The basis of award will be the sum of Schedules "A", "B", "C", "D", "E", AND "F". Price(s) given above are firm for 90 days after date of bid opening. Addendum(a) No(s). has/have been received and is/are included in this proposal. •V Revised 08/27/10 Contract No. 5503-1 Page 16 of 16 Pages ADDENDUM NO 2 SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL A. Work Listed in the Schedule of Work Items 1. Work under this contract will be paid on a unit price or lump-sum basis as outlined on the Bid Form(s) for the quantity of work installed. 2. The unit prices and lump-sum prices include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to complete the work included in the contract documents. 3. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service. 4. Extra work or changes in the Work shall be accomplished as provided in the General Provisions. B. Work Not Listed in the Schedule of Work Items 1. The General Provisions and items in the specifications which are not listed in the schedule of work items of the Bid Form(s) are, in general, applicable to more than one listed work item, and no separate work item is provided therefor. Contractor shall include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the Bid Form(s). 2. The bids for the work are intended to establish a total cost for the work in its entirety. Should the Contractor feel that the cost for the work has not been established by specific items in the Bid Form(s), include the cost for that work in some related bid item so that the Proposal for the project reflects the total cost for completing the work in its entirety. 08/26/10 Miscellaneous Sewer Rehabilitation, Measurement and Payment Northwest Quadrant ADDENDUM NO 2 Section 01025-1 PART 2 - MATERIALS A. Description of Bid Items Items A-1, B-1, C- 1, D-1, E-1, and F- 1 Contract Bonds, Insurance, Encroachment Permits, Rights-of-Entry, Project Management, Mobilization and Preparatory Work - See Section 9-3.4 of the General Provisions. Items A-2, B-2, C- 2, D-2, E-2, and F- 2 Traffic Control - Bid item shall include complete Traffic Control including preparation and obtaining approval of traffic control plans, furnishing, installing, maintaining traffic control devices during all stages of construction, removing traffic control devices when they are no longer needed, and temporary street striping. The contract lump sum price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the Standard Specifications and as directed by the Engineer. Items A-3, B-3, C- 3, D-3, E-3, F-3 Video Inspections - The contract lump sum price paid for sewer video inspections shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved to perform the pre- and post-rehabilitation sewer video inspections as specified by the Contract's Specifications, "Section 13605, Installation rof Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer including, but not limited to, obtaining encroachment permits or right-of-entry permits to work within public or private rights-of-way; furnishing, installation, and removal of traffic control to perform the work; thoroughly cleaning existing sewer (removal of grease, roots, and any obstruction); collection of debris from cleaning the sewer at downstream manholes and removal and disposal of it at a legal disposal site; and delivery of DVDs and written logs of the sewer videos to the Owner. Full compensation for the video inspections and all related work and expenses shall be considered as included in the contract lump sum price and no additional compensation will be allowed. Items A-4, B-4, and C-4 Removal of Protruding Sewer Laterals in the Sewer Main and Preliminary Pipe Repairs - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for the removal of protruding sewer laterals in the sewer main and preliminary pipe repairs by a robotically-controlled device from inside the sewer main without excavation, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. 08/26/10 Miscellaneous Sewer Rehabilitation, Northwest Quadrant ADDENDUM NO 2 Measurement and Payment Section 01025-2 Items A-5, B-5, C- 5, D-4, E-4, and F- 4 Furnishing and Installing Cured-in-Place Pipe Liners - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for installation of cured-in-place pipe liners inside existing sewers, obtaining encroachment permits or right-of-entry permits to work within public or private rights-of-way, sewer interior surface preparation (final interior sewer cleaning), installation of resin- impregnated cured-in-place pipe (CIPP) liners and performance of the, curing process, disposing of effluent from the curing process (if applicable) in compliance with EPA, finishing the liner and repairing leaks at the interface of the manhole and liner, and field and laboratory testing of the cured liner, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. Items A-6, B-6, C- 6, D-5, E-5, F-5 Wastewater Bypass and Containment - The contract lump sum price paid for wastewater bypass and containment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved as specified in the Contract's Specifications, "Section 11080, Wastewater Bypass and Containment" and as directed by the Engineer. Full compensation for the preparation and approval of the contractor's sewage spill containment and contingency plan and all related work and expenses shall be considered as included in the contract lump sum price paid for wastewater bypass and containment and no additional compensation will be allowed. Items A-7, B-7, and C-7 Reinstate Sewer Laterals - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for the reinstatement of existing sewer laterals (cutting and removing the cured liner at the sewer inlet to the sewer main) by a robotically-controlled device from inside the sewer main without excavation, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in- Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. Items A-8, B-8, and C-8 Furnish and Install Sewer Lateral Inserts (Top Hat) - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for furnishing and installing sewer lateral inserts (Top Hat) by a robotically-controlled device from inside the sewer main without excavation and performance of the insert curing process, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. END OF SECTION 08/26/10 Miscellaneous Sewer Rehabilitation, Northwest Quadrant ADDENDUM NO 2 Measurement and Payment Section 01025-3 SECTION 13605 INSTALLATION OF CURED-IN-PLACE PIPE (CIPP) IN EXISTING SEWERS PART I - GENERAL This document specifies a cured-in-place pipe (CIPP) liner for the rehabilitation of sanitary sewers. This specification includes quality control measures that mandate a CIPP liner of consistent and high quality. This specification is open to both fiberglass-based CIPP products that are cured with ultraviolet light and felt-based CIPP products that are cured with hot water or steam. This specification is organized as follows: PART 1 - General PART 2 - Resins PART 3 - Liner PART 4 - Design Parameters PART 5 - Installation PART 6 - Requirements and Testing A. Description The method of rehabilitation shall be cured-in-place pipe (CIPP) as described herein for the sewers listed in this bid document and addendums thereto. Contractor shall provide all materials, labor, and equipment necessary to install the CIPP liners shown on the Project plans. This method includes (see Detailed Sequence of Work, PART 5 - Installation herein). The following is a list of general components for the Project. 1. Submitting and acquiring Engineer's approval of traffic control plans and implementation of Traffic Control throughout the project. 2. Acquisition of all permits as required to complete the work herein in accordance to the Contract's General Provisions. 3. Notification to all affected residences. 4. Installation and implementation of wastewater management and necessary wastewater bypass to complete the work 5. Cleaning (including removal of grease, roots, and any obstructions) 6. Pre-rehabilitation video inspection of the cleaned sewer before the sewer is lined 7. Identification of existing sewer laterals 8. Grinding and removing protruding sewer laterals by remote methods 9. Performing preliminary repairs of damaged joints or sewer pipe by remote methods 10. Installation of a resin-impregnated cured-in-place pipe (CIPP) liner into the existing sewer 11. Curing CIPP liner by ultraviolet light, or steam curing process as specified by the resin manufacturer. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-1 ADDENDUM NO.2 12. Reopening sewer lateral inlets into the sewer main and sealing lateral connection joint with service connection insert seal. 13. Post-rehabilitation video inspection after the sewer is lined 14. CIPP liner sampling and testing 15. Clean-up Before final acceptance of each line segment, a post-rehabilitation video inspection and samples of the CIPP shall be taken and tested and approved as specified in PART 6. Rehabilitation must be completed for the full length from manhole to manhole, resulting in a sound, tight-fitting water-tight CIPP liner with a smooth interior surface. The Contractor shall not revise any material, design values or procedural matters stated or approved herein, without informing the Owner and receiving written approval of the revision. Any revisions without written approval by the Owner shall result in rejection and removal of work done with the unapproved materials or processes at no cost to the Owner. Removal and replacement of any existing improvements, including but not limited to, fences, damage repair to yards, lawns, sidewalks, driveways, and other public or private property, due to actions or processes related to the work being performed shall be included in the cost of the project. Traffic control, confined space entry, and work site protection shall be the responsibility of the Contractor and costs of these items shall be included in the amounts bid for the quantities of work specified. The Contractor shall comply with applicable OSHA trench safety rules. B. Experience Record of Contractors The Contractor shall have successfully completed a minimum of twenty (20) CIPP installations of similar size and scope as this project. Contractor shall have a minimum of 5 years experience with the installation of CIPP in wastewater environment and the Contractor's project manager shall have a minimum of 2 years experience in CIPP installation and must be on-site during the installation of the CIPP products. C. Reference Standards 1. ASTM C581 Standard Practice for Determining Chemical Resistance of thermosetting resins used in glass fiber reinforced structures, intended for liquid service. 2. ASTM D543 Test Method for resistance of plastics to chemical reagents. 3. ASTM D790 Test Method for flexural properties of un-reinforced and reinforced plastics and electrical insulating materials. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-2 ADDENDUM NO.2 4. ASTM F1216 (including Appendix XI) Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube (liner). 5. ASTM F 1743-96 Rehabilitation of existing pipelines and conduits by pulled-in-place installation of cured-in-place thermo-setting resin pipe (CIPP). 6. ASTM F2019-03 Standard practice for rehabilitation of existing pipelines and conduits by the pulled in place installation of glass reinforced plastic cured-in-place thermosetting resin pipe. D. Housekeeping Containment of sewage and site cleanliness is the responsibility of the Contractor. Fines levied by State and Federal agencies in the event of a spill or unapproved discharge shall be paid by the, Contractor. Spill cleanup as well as site cleanup shall be conducted by and paid for by the Contractor. E. Submittals PRE-AWARD SUBMITTALS Within 10 calendar days of the bid opening the Apparent Low Bidder shall submit the following documentation. This information is required to verify that the Contractor is qualified and the proposed materials and methods to be used meet the requirements of this contract. Duplicate submittals as described in General Provisions Section 2-5.3 are not required for Pre-Award Submittals. 1. Contractor's Experience and Project Documentation. Apparent Low Bidder shall submit documentation that they have successfully completed a minimum of twenty (20) CIPP installations of similar or greater magnitude. Past systems installed shall include the felt, fiberglass and resin proposed for this Contract. The Contractor shall identify employees i.e. Project Manager, Superintendent, Foreman, etc.; that will be assigned to this project and provide references. The Contractor's Project Manager and Superintendent shall be assigned full time to this project and be present in the City while work is being performed. 2. Manufacturer Certification. Apparent Low Bidder shall submit manufacturer's certificate(s) indicating that the supplied lining materials for sewer mains and sewer lateral connections meet the requirement of the Specifications, ASTM standard and certificate of compliance from an independent 3rd part lab that proposed lining materials meet the chemical resistance requirement of Greebook, Section 210-2.3 or similar testing results from a combination of certified 10,000 hour test., ASTM D543 and ASTM D790, and that the creep reduction factor used for the long term flexural modulus calculation has been verified by testing per ASTM D2990. 3. Manufacturer License. Installation of the liner and service connection shall be performed by a contractor licensed/certified by the manufacturer/owner of the process. Apparent Low Bidder shall provide a license from all manufacturers for which they or their subcontractor are 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-3 ADDENDUM N0.2 licensed/certified and a letter from the manufacturer(s) stating the name, address, point of contact, and telephone number for the City's verification. PRE-CONSTRUCTION SUBMITTALS Contractor shall provide the following submittals as required the General Provisions Section 2-5.3. 1. CIPP Submittal Package. The submittal for the CIPP product(s) shall include the following: a. Type of resin to be used. Attach statement that resin is approved to be used in the proposed CIPP system (see PART 2 herein). Attach 3rd party test results for chemical corrosion resistance testing (PART 2. B). b. Initial (laminate design) modulus of elasticity used on this project shall be in accordance with PART 4 - DESIGN PARAMETERS herein. Attach 3rd party test results. c. Initial (laminate design) flexural strength used on this project shall be in accordance with PART 4 - DESIGN PARAMETERS herein.-Attach 3rd party test results. d. Long-Term Reduction Factors (50% for felt-based CIPP products and 62.5% for fiberglass-based CIPP products).-Attach 3rd party test results. e. Type of Inner liner and Outer liner to be used. f. Certificate of "direct sizing" - for fiberglass products only.. g. 3rd party test results stating the strength of the seam - for felt products only, h. Boiler Truck Operator Certification (OSHA) - for thermal cure products only. i. Thickness of each segment of pipe lined. Attach ASTM 1216 wall thickness formula calculations. j. Proposed curing application. k. Cured-in-place manufacturer (Insituform Technologies, Inc., Reline America, Inc. or approved equal). I. Top Hat, Sewer Lateral Connection Product and installation process. 2. Water Pollution Control Plan Comply with General Provisions Section 7-8.6. SUBMITTALS DURING CONSTRUCTION Contractor shall provide the following submittals as required the General Provisions Section 2-5.3. 1. Wastewater Bypass Plan A Wastewater Bypass Plan shall be submitted ten (10) working days prior to work in any area requiring flow management including bypass and containment in compliance with Section 11080.. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-4 ADDENDUM NO.2 2. Traffic Control Plan Traffic Control Plans shall be submitted and approved in accordance with General Provisions Section 7.10. 3. Daily Reports Daily Reports shall be submitted on a daily basis during construction. Daily reports shall include any Confined Space entry Permits, Bypass Monitoring Logs, Bypass Set-Up and Breakdown Checklist and Wet-Out Data Sheet, Boiler Operator Cooking Worksheet and temperature strip charts. 4. Videos Pre and Post Installation CCTV shall be provided in compliance with PART 5. A. 5. NOTICE: FAILURE TO SUBMIT REQUESTED INFORMATION WILL RENDER THE SUBMITTALS INCOMPLETE AND SUBMITTALS WILL BE RETURNED TO CONTRACTOR TO RE-SUBMIT WITH SPECIFIED ITEMS. PART 2 - RESINS A. Acceptable Resin Types 1. Polyester NPG 2. Epoxy 3. Vinyl ester B. Resin Definitions and Physical Characteristics The liquid thermosetting resin used in this rehabilitation project shall produce a properly cured liner which will be resistant to abrasion caused by solids, grit, and/or sand. The cured liner shall also be resistant to corrosion due to acids and gases such as sulfuric acid, carbonic acid, hydrogen sulfide, methane, and carbon monoxide. The cured-in-place felt-based liner system shall utilize thermosetting resins and fiberglass-based liner systems shall utilize UV-cured resins which will withstand the corrosive effect of the existing residential, commercial, and industrial effluents, liquids and/or gases. The resin system to be used shall be manufactured by an approved company selected by the cured- in-place process manufacturer. Only corrosion resistant polyester NPG, epoxy, and vinyl ester resins complying with the following definitions shall be used. The chemical corrosion resistance of the resin system used by the Contractor shall be tested by the resin manufacturer in accordance with ASTM F1216, D5813, and F1743 as applicable. PART 3 - LINER A. Acceptable Materials 1. Fiberglass (Cured with Ultraviolet Light) 2. Felt (Cured with Steam) B. Liner Characteristics & Standards 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-5 ADDENDUM NO.2 At the time of manufacture, each lot of felt liner shall be inspected for defects and tested in accordance with applicable ASTM standards. At the time of delivery, the liner shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, and deleterious faults. For testing purposes, a production lot shall consist of all liner having the same marking number. It shall include any and all items produced during any given work shift and must be so identified as opposed to previous or ensuing production. The Engineer may at any time direct the manufacturer to obtain compound samples and prepare test specimens in accordance with applicable ASTM standards. The material shall be manufactured in such a manner as to result in a tight-fitting, continuous liner after installation. There shall be no measurable annular space. The liner shall have a snug fit at manhole terminations as shall be evidenced by flares. 1 Fiberglass Liner (Ultraviolet Light Curing Application) The fiberglass liner shall be seamless and spirally wound, including an exterior and interior film that protects and contains the resin used in the liner. The exterior film shall be provided with a UV light blocker foil. a. The liner shall consist of a seamless, spirally wound glass fiber that is flexible and has strain values (expandable) of equal to eight (8) to ten (10) percent. The liner shall not have a longitudinal seam, including a stitched seam, stitch-free-weld or bond, or stitch-free overlap. The liner shall be constructed to withstand installation pressures and have sufficient strength to bridge missing pipe. b. The impregnated liner shall have a uniform thickness, that when compressed at installation pressures, will meet or exceed the design thickness. If voids are present in the pipe, the design wall thickness must still be met or exceeded. c. The liner shall be sized such that when installed, it will tightly fit the internal circumference and length of the original pipe. d. The liner shall be saturated with the appropriate resin using a resin bath to allow for the lowest possible amount of air entrapment. Vacuum-suction impregnation methods are not allowed due to the introduction of air using this method. The liner shall be formed into a spirally wound shape for the purpose of being seamless in its cured state. An inner and outer material shall be added so that they are both impervious to airborne styrene, with the outer material also having UV blocking characteristics. The inner membrane shall be removed after the installation and curing processes are completed. e. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color to allow a clear detailed examination with closed circuit television inspection equipment. f. The liner shall be seamless in its cured state to insure homogenous physical properties around the circumference of the cured liner. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-6 ADDENDUM NO.2 g. The liner shall be constructed to withstand installation pressures and have sufficient strength to bridge missing pipe while meeting or exceeding the design wall thickness at all pipe locations during installation conditions and pressures. 2. Felt Liner (Steam Curing Application) The liner shall consist of one or more layers of absorbent felt fabric and meet the requirements of ASTM F1216 or ASTM F1743, Section 5. a. For work performed under this specification, the following felt-based carrier liner materials may be used: non-woven polyester felt and non-woven fiberglass filament reinforced polyester felt. b. The liner shall be constructed to withstand installation pressures and have sufficient strength to bridge missing pipe while meeting or exceeding the design wall thickness at all pipe locations during installation conditions and pressures. c. The liner shall be sized such that when installed will tightly fit the internal, circumference and length of the original pipe. Overlapped layers of felt in longitudinal seams that cause lumps in the final product shall not be utilized. d. The liner shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layers. No material shall be included in the liner that may cause delamination in the cured liner (CIPP). No dry or unsaturated layers shall be evident. e. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color to allow a clear detailed examination with closed circuit television inspection equipment. f. Seams in the felt liner will be allowed; however, seams shall be stronger than the non-seamed felt. Third-party test data documenting the strength of the seam is required. g. The manufacturer will test the raw materials and liner materials at various stages of manufacturing on every liner, including taking samples of every finished liner and conducting tests for e-modulus, tensile, wall thickness and porosity. h. The outside of the liner shall be marked for distance at regular intervals along its entire length, not to exceed 5 feet. Such markings shall include the manufacturer's name or identifying symbol. PART 4 - DESIGN PARAMETERS The newly installed liner shall be designed for a minimum fifty-year service life under continuous loading conditions. Designed per ASTM F1216, Appendix X1. The design shall assume no bonding to the original pipe wall. The liner shall be designed to withstand all imposed loads. Parameter C.I.P.P. System 1. Pipe Condition Fully deteriorated 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-7 ADDENDUM N0.2 2. Soil Type Saturated (water table at ground surface) 3. Design Thickness Fiberglass: ASTM 1216 Design Formula, rounded up to nearest .7 mm manufacturing increment Felt: ASTM 1216 Design Formula plus 10% (in consideration of product stretch), rounded up to nearest 1.5 mm manufacturing increment 4. Ovality of Pipe 2% of circumference, unless measured and stated otherwise by Engineer in writing 5. Soil Load 120lbs/ft3 6. Traffic Loads Per AASHTO-HS-20-44 Highway Loading 7. Modulus of Soil 750 PSI MIN. 8. Maximum Deflection (vertical axis) 5% 9. Minimum Safety Factor 2.0 10. Resin Migration Allowance Use PRELINER 11. Soil Cover Maximum distance in feet measured between the crown of the pipe and the highest point of soil cover over the length of the pipe 12. Water Cover Same as soil cover unless stated otherwise by the Engineer, in writing, for specific lines. Wall thickness design calculations for each pipe to be rehabilitated via the CIPP method shall be submitted with the Contractor's submittal package, along with supporting formulas that document that version of formula used. The materials utilized for the contracted project shall be of a quality equal to or better than the materials used in the long-term test with respect to the initial flexural modulus and long term reduction factor used in design. 1. Physical Properties for Fiberglass-Based (Ultraviolet Light-Cured) CIPP Products The cured pipe shall conform to the minimum structural standards, as follows: a. Flexural Strength ASTM D-790 21,000 psi b. Modulus of Elasticity ASTM D-790 1,100,000 psi 2. Physical Properties for Felt-Based (Hot Water or Steam -Cured) CIPP Products The cured pipe shall conform to the minimum structural standards, as follows: a. Flexural Strength ASTM D-790 4,500 psi b. Modulus of Elasticity ASTM D-790 250,000 psi 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-8 ADDENDUM NO.2 PART 5 - INSTALLATION A. Sequence of Work The Contractor shall follow the construction procedure provided below, unless otherwise authorized in writing by the Owner. The construction sequence is not intended to cover every specific item of work necessary. Contractor shall provide all labor, equipment, and materials and perform all work necessary to complete the contract work. Additional procedures shall be performed to accommodate actual conditions. Prior to installation of the liner, the following activities are required: 1. Submittal and Receipt of Approved Submittals Contractor shall furnish City six (6) copies of all submittals (General Provisions Section 2- 5.3) which shall be approved by City prior to commencing construction activities. 2. Public Notification Contractor shall deliver written notices to each home or business at least seven (7) days in advance of construction and again as.a reminder 48 hours in advance of installing the cured-, in-place pipe liner. The written notice shall be approved by the City before distribution and shall contain a general description of the work and where sewer service will be limited or restricted, names of streets where work will take place, and dates and times when-sewer service will be limited or restricted and when sewer service will be fully functional. Contractor shall reinstate all sewer service within an 8 hour period. Any sewer service out of service longer than 8 hours shall be bypassed to a sanitary sewer at no cost to the City. 3. Sewer Bypass Pumping (see Technical Specifications, Section 11080) 4. Sewer Cleaning / Interior Surface Preparation Prior to mobilization, Contractor shall obtain an encroachment permit to work within public rights-of-way and or a right-of-entry to work within private property. Contractor shall install all required traffic control at no additional cost to Owner. Contractor shall clean sewer with high-velocity water jet cleaners with appropriate cutting tools to remove internal sludge, roots, root balls, grease, and other debris from the interior of the existing sewer. Contractor shall collect debris from downstream manhole and remove and dispose of it at a legal disposal site daily. Sewer damage as a result of improper use of cleaning equipment shall be repaired by the Contractor at no cost to Owner. 5. CCTV Internal Inspection Contractor shall retain the service of a qualified television taping firm experienced with similar projects utilizing equipment specially designed for sewer inspection, approved by the City, to inspect the sewer main interior before and after rehabilitation, and locate all sewer lateral inlets to the sewer main within the construction limits. The Contractor shall use the closed circuit television (CCTV) inspections as a pre-construction method to determine the condition of the sewer and location of all services and as a post-construction method to inspect the work. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-9 ADDENDUM NO.2 The Contractor shall provide the City 48 hour notice prior to commencing any video work. The inspection videos shall be performed and two copies (on DVD) of the videos and a tabulation of sewer lateral inlets to the sewer main and their locations delivered to the City prior to the start of the rehabilitation of the mainline sewer. Said firm shall be approved by City prior to construction. DVDs shall be high quality color DVDs. Prior to the initial television inspection (pre-rehabilitation video), each reach of the sewer shall be thoroughly cleaned (removal of grease, roots, and obstructions) and then flushed with water. The pre-rehabilitation video and post-rehabilitation video television inspections shall be performed in one direction for the entire length between manholes. At the beginning of each run, the DVD shall show the run number, date, time, name of the operator, station of the beginning manhole, station of the ending manhole, street name, and size of sewer. Each run shall continuously display the beginning station of the manhole and a counter calibrated in feet showing an accurate distance from the beginning manhole. The size and location of each sewer lateral or wye shall be noted on the DVD and the camera shall be rotated to provide a view inside each sewer lateral or wye. In addition to the DVD, Contractor shall furnish a legible written log with the same information as the DVD. Once the television inspections are completed, Contractor shall submit two copies of the DVDs and written logs to the City. CCTV system shall have a rotating lens camera with articulating head. Each joint will be scanned 360 degrees. The television camera shall be specifically designed and constructed for sewer pipe inspection. The camera shall be operative in 100% humidity conditions. Lighting for the camera shall minimize relative glare. Lighting and camera quality shall be suitable to provide a clear, in focus picture of the entire periphery of the pipe for all conditions encountered during the work. Focal distance shall be adjustable through a range from 6" to infinity. The remote reading footage counter shall be accurate to one percent (1%) over the length of the particular section being inspected. The camera, television monitor and other components of the color video system shall be capable of producing a minimum of 350 line resolution. Documentation consisting of a pre-construction color video tape and a written report detailing the condition of the pipe and joints shall be submitted to Owner for approval prior to inserting the liner. Contractor shall be responsible for all costs associated with the "Pre Rehabilitation and Post- Rehabilitation Sewer Video Inspections" including, but not limited to all labor, materials, tools, equipment, and incidentals, encroachment permit, pre-video sewer cleaning and disposal of flushed sewer waste at legal disposal site, and traffic control to perform the work described in this section. 6. Removal of Protruding Service Connections / Preliminary Point Repairs Protruding service connections or laterals that prevent the proper insertion of the liner shall be determined from CCTV tape and removed to allow the liner to pass through the existing sanitary sewer pipe after review and approval from the Owner. In addition, Contractor shall perform preliminary repairs from inside the sewer pipe to repair damaged sections of the sewer pipe and prevent the proposed liner from protruding into the void outside the sewer pipe. After the repairs are complete, the Contractor shall prepare another video of the repaired section and submit it to the Owner for approval prior to inserting the liner. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-10 ADDENDUM NO.2 The removal of the protruding laterals and preliminary repairs shall be accomplished by a robotically controlled device from within the sewer pipe without excavation. 7 Mainline Liner or Point Repair Liner Installation (see Sections 5.B through 5.G herein) 8 Finish Liner Contractor shall repair leaks at the interface of the sewer manholes and the liner. Contractor shall cut the cured liner flush with the inside wall of the manholes after the liner has coolecHn accordance with manufacturer's recommendations. Contractor shall fill voids between manhole channel, bench, or wall and the liner with quick setting, H2S resistant epoxy mortar to form a watertight seal. Contractor shall trowel the grout to form a smooth transition between manhole base or channel and the liner to ensure smooth sewage flow with no collection points for solids. 9. Reinstatement of Sewer Service Connections The exact location and number of service connections shall be determined from the CCTV. tape. Contractor shall accurately field locate all existing service connections whether in service or not. The Contractor shall reconnect all service connections to the liner pipe including those from unoccupied, abandoned or vacant lot, unless directed otherwise by the Owner. All existing service connections shall be reconnected by internal remote cutting method as described below: Service Connection by Remote Cut Service connections shall be performed by a TV-controlled remote cutting device. They shall be made by experienced operators so that no blind attempts or holes are made in the liner pipe. Location shall be verified carefully with earlier tapes for accuracy, especially where dimples are not defined or clearly ascertained. The Owner reserves the right to require service connection by excavation at certain or all locations, at no additional cost to the Owner, if the quality, workmanship, and approval rating for remote cut is poor and not satisfactory. The remote cut shall be brushed smooth and circular in nature as seen by a 360 degree TV camera. The hole shall be 100% of the service pipe diameter. It shall be properly aligned and be concentric to the existing connection. The locations of all remote cuts shall be verified carefully to match earlier tapes for their exact locations. All wrong holes, or trial cuts shall be considered unacceptable and shall be properly repaired at no additional cost to the Owner. Excess resin build up is unacceptable and shall be removed. The Owner's staff shall review all service connections. The Owner may check the completed remote connections for the 100% requirement by excavating the site, if necessary. Defective connections shall be properly repaired at no additional cost to the Owner. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-11 ADDENDUM NO.2 b. Service Connection Insert All service lateral connections along a mainline to be CIPP lined shall receive a lateral connection sealing and repair product after installation of the mainline liner, unless the lateral has been recently replaced by a point repair or remove and replacement resulting in a new connection. After suitable cleaning and video inspection, introduce the fiberglass lateral connection sealing and repair product (top hat) from the mainline into the lateral as follows: i. A flexible resin impregnated top hat tube that is sized to the service laterals will be inserted into the service lateral by means of a robotic manipulator device. The robotic device, together with a television camera, will be used to align the repair product with the service lateral connection opening. Air pressure, supplied to the applicator through an air hose, shall be used to insert the top hat into the service lateral pipe. The insertion pressure will be adjusted to fully deploy the top hat into the service lateral connection and hold it tight to the main and lateral pipe walls. Curing of the resin will be through ultraviolet (UV) light, heat or ambient methods per the manufacturer's specifications. ii. A resin-impregnated sample shall be retained by the installer for each installation to provide verification of the curing process taking place in the host pipe. This sample shall be hung in the entry manhole to simulate arnb.int conditions of the host pipe. iii. The inserted product will be inspected using a CCTV camera to confirm the product is correctly positioned and/or centered in the lateral opening prior to curing. iv. The pressure apparatus shall include a bladder of sufficient length in both the main and service lateral lines to extend beyond the ends of both the lateral tube and main line brim segments. A smooth transition from top hat to the pipe diameters without a step, ridge or gap between the product and the inner diameters of the service lateral and mainline host pipes must be achieved. v. After insertion is completed, the manufacturer's recommended pressure must be maintained on the impregnated product for the duration of the curing process. The liner is chemically cured with UV light or at ambient temperatures or by a suitable heat source according to the manufactures specification. The heating equipment shall be capable of delivering a mixture of steam and air throughout the liner Madder assembly to uniformly raise the temperature above the temperature required to cure the resin. The curing of the CIPP must take into account the existing pipe material the resin system, and ground conditions (temperature, moisture level, and thermal conductivity of the soil). The heat source temperatures shall be monitored and logged during the cure and cool down cycles. Once the sample piece in the manhole has cured, the bladder is deflated, removed from connection and returned to the manhole to repeat the cycle. Contractor shall recover the sample piece and label with upstream and downstream manhole numbers and footage from upstream manhole to service connection. Sample shall be submitted for testing. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-12 ADDENDUM NO.2 vi. The top hat insert laminate shall seal to the inside wall of the mainline a minimum of 3 inches around the host lateral opening and to the lateral wall 7-24 inches into the lateral pipe from the main host pipe. Deviation from these dimensions shall be approved by the Engineer prior to installation. The cured top hat must attain the cured physical strength of, and chemical resistance of, and provide adequate adhesion to the pipeline liner. vii. The Contractor shall install the top hat into the service lateral connection within five (5) days of the main line CIPP liner installation. In extreme circumstances, Contractor may have to reinstate a sewer service connection by excavation, if approved and at no additional cost to Owner as described below: Service Connection by Excavation (In Case of Emergency Only) If reinstatement of a sewer service connection cannot be completed with a robotically-controlled device from within the sewer main, the service connection shall be excavated at the exact location where the existing lateral connects to the main. The existing lateral shall be disconnected from the sewer main. The existing sewer main (carrier pipe for the liner), shall be carefully broken removed to expose the liner to the extent necessary. The liner pipe shall not be damaged and shall be allowed to normalize to ambient temperature and cool down before a hole is drilled out. This coupon shall be retrieved and delivered to the Owner for inspection of the liner thickness at that location. The cut out hole section in the liner shall be coated with approved resin epoxy which shall cure at the ambient temperature. A pre-fabricated polyethylene saddle or approved equal fitting shall be installed over the cut out. The saddle shall be a one-piece saddle equipped with a neoprene gasket so that a complete seal is accomplished when the strap-on saddle is tightened with two (2) stainless steel bands, one on each side. The stub-out attached to the saddle must protrude into the liner a distance equal to the wall thickness of the liner. The new stub out or lateral shall be connected to the existing service line by a rubber coupling with stainless steel bands, as manufactured by "Mission" or an Owner approved equal. The "Mission" coupling shall be secured to the existing service lateral and new stub and / or stack with stainless steel bands. The entire exposed service connection shall be encased in cement-stabilized sand a minimum of 6" below and 12" above and on the sides of the pipe at a cost incidental to service connection. The service connections shall be tested by the Contractor and approved by the Owner before backfilling. Gasketed PVC sewer pipe (Schedule 40) may be used for all stubs. PVC saddles with neoprene gaskets may be used in lieu of polyethylene saddles. A service reconnection by excavation shall consist of the removal and replacement of any cracked, offset, or leaking existing service line up to a distance of eight (8) feet from the center of the new liner measured horizontally. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-13 ADDENDUM NO.2 If reinstatement of a sewer lateral service connection requires open trench construction, the amounts bid by Contractor shall include all costs for all materials, equipment, and labor unless separate bid items are included in the bid sheets to complete the work, all at no additional cost to the City. Said amounts shall include, but not be limited to, utility location and verification (excavating, exposing, and verifying top, bottom, and side of utility crossings), removing, disposing, and replacement of existing sewer pipe materials, relocation of existing utilities as required for construction, trenching, excavating and exporting unsuitable material, exporting and importing trench material and acquiring location to stockpile trench material (if space is not available onsite), dewatering, shoring or sloping (as required), bedding (including imported select material or select native material), furnishing and installing all other materials, backfilling (including imported select material or select native material), compacting, testing, protecting in place or removing and replacing all existing utilities, and public and private improvements (including berms, curbs, gutters, sidewalks, cross-gutters, spandrels, medians, driveways, landscaping, landscaping materials, irrigation systems, fencing, walls, power poles, poles, signs, and guard rails), restoring all areas and improvements to pre-existing improvements, in accordance with the Contract Documents. 10 Post-Lining Inspection of Mainline (see PART 6 herein) 11 Field Testing and Acceptance (see PART 6 herein) B Liner Installation (General) Installation of the impregnated liner may be by inversion or insertion as specified by the manufacturer. All equipment, labor, materials, and processes required to complete the work must be ready on-site before installation begins. The first segment shall be lined, completed and accepted to become the "job standard" against which all subsequent work is judged. C Liner Installation Setup The installation area/equipment shall be securely protected and all damaged yards, driveways, walks, etc., shall be repaired at no cost to the Owner. Plastic sheeting will be used to cover the work area around the manholes and/or access points to eliminate the opportunity of environmental contamination to the aboveground setting during the installation process. D Preliner/Outer Film/Outer Liner for Felt Products At all locations where the CIPP felt liner is inverted or inserted into the host pipe, a preliner shall be used to control resin loss, liner thickness, a reduction in physical properties, of the resin by water or other contaminants, and prevent blocked or plugged services and laterals. The preliner shall be a reinforced plastic sheet formed into a tube, sized to fit the host pipe being lined and shall be continuous from manhole to manhole. Installation of the preliner shall be witnessed by the Owner or Engineer. Failure to install the required preliner or installation of preliner over only part of the segment shall result in the completed CIPP for that segment being rejected (regardless of physical tests and thickness test results). During thickness testing, the preliner shall be removed from the 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-14 ADDENDUM NO.2 thickness test core sample along with the inner liner film used. If there is any damage to the preliner, it should be repaired immediately. E. Liner Insertion for Fiberglass/UV-Cured Products 1. For fiberglass-based liners, a slip sheet shall be installed on the bottom half of the pipe prior to liner insertion, for the purpose of smoothing out the bottom of the liner to increase flow characteristics. 2. Fiberglass-based liners shall have an outer and inner styrene film barrier. The outer film shall be a UV-resistant barrier. The inner film material should be removed and discarded after curing to provide optimal quality of the final product. 3. A constant tension winch should be used to pull the glass fiber liner into position in the pipe. Once inserted, end plugs shall be used to cap each end of the glass fiber liner to prepare for pressurizing the liner. The end plugs should be secured with straps to prevent them from being expelled due to pressure. Liner restraints should be used in manholes. 4. The glass fiber liner shall be cured with UV light sources at a constant inner pressure. When, inserting the curing equipment in the liner, care should be taken not to damage the inner film material. a. The UV light sources should be assembled according to the manufacturer's specifications for the liner diameter. For the liner to achieve the required water tightness and specified mechanical properties, the following parameters must be controlled during the entire curing process, giving the Engineer a record of the curing parameters over every segment of the entire length of the liner. This demonstrates that the entire liner is cured properly. The recording will include: • Curing speed • Light source working & wattage • Inner air pressure • Exothermic (curing) temperatures • Date and time • Length of liner A record of the curing parameters shall be obtained using a computer and data base that are tamper proof. During the curing process, infrared sensors shall be used to record curing data that will be submitted to the Engineer with a post-CCTV inspection on DVD. b The parameters for curing speed, inner air pressure and wattage are defined in the Quality Tracker UV-curing protocol issued by the manufacturer. The optimal curing speed, or travel speed of the energized UV light sources, is determined for each length of liner based on liner diameter, liner thickness, and exothermic reaction temperature. 5. Flushing of the cured fiberglass/UV-cured CIPP liner (to reduce styrene residual) is not required for fiberglass/UV-cured CIPP products that provide 3rd party test results that document styrene residual levels (without flushing) within acceptable defined levels. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-15 ADDENDUM NO.2 F. Liner Insertion/Inversion for Felt Steam Cured Products 1 The resin impregnated liner shall be transported and stored in a refrigerated truck until it is installed in an existing line by using an application of water or cable and winch to properly place the liner between the upstream and downstream manholes. 2. For felt-based liners, a preliner or outer film in the form of a tube, shall be inserted into the pipe prior to inserting the impregnated liner. 3. The wet-out felt liner shall be inserted, or inverted, through an existing manhole or other approved access. Liner installation head pressures (minimum and maximum for hot and cold conditions) shall not be exceeded, regardless of which method of installation (stand pipe, pressure unit, etc.) is used. 4. Using the "Inversion Procedure", the liner end shall initially be turned inside out and attached to a platform ring, standpipe, or as approved. The addition of water will be adjusted to sufficient height/pressure to cause the impregnated liner to invert from manhole to manhole, and hold the liner tight against the existing pipe wall. 5. Using the "Insertion Procedure", the liner is winched into position according to manufacturer's recommendations. The addition steam will be adjusted to sufficient height/pressure to cause the calibration hose to invert from manhole to manhole and hold the liner tight against the existing pipe wall. 6. Liner restraints should be used in manholes. 7. CURING WITH STEAM. After the installation of the liner is completed, the Contractor shall use heat system capable of providing the required amount of heat uniformly throughout the section for a complete cure of the resin. Steam curing must comply with ASTM F1216. a. The curing temperature, pressure and schedule shall be as recommended by the resin/catalyst system manufacturer. Temperature gages shall be installed in the following areas: incoming steam supply; outgoing steam supply and between the impregnated tube and the pipe invert at the lining termination point. b. Cool down shall per manufacture's specification to guarantee required physical properties. Methods of curing and cool down shall minimize the introduction of styrene to the wastewater assuring that no detectable levels will enter the downstream wastewater treatment facility. G. PARTIAL (POINT REPAIR) CIPP LINERS: 1. The partial CIPP liner shall be installed in accordance with ASTM F 2599 and same requirements as for a full length liner. 2. The dimensions of the liner shall be fabricated to a size that when installed, will neatly fit the circumference of the existing conduit. The materials and physical properties of the partial liner shall conform to the same requirements as for a full length liner. 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-16 ADDENDUM N0.2 3. The tube, in good condition, shall be vacuum impregnated with the thermo-set resin. All air in the tube shall be removed by vacuum allowing resin to thoroughly impregnate the tube. A resin-impregnated sample shall be retained by the installer for each installation to provide verification of the curing process taking place in the host pipe. This sample shall be hung in the entry manhole to simulate ambient conditions of the host pipe. 4. The saturated tube along with the inversion bladder will be inserted into the carrying device and pulled into the host pipe. The pull is complete when the end of the launching device is aligned with the beginning of the section to be repaired. The resin and tube shall be completely protected during the pull such that no resin is lost by contact with manhole walls or pipe. The resin that provides a structural seal shall not contact the pipe until positioned at the point of repair. 5. The installer shall be capable of viewing the beginning of the liner contacting the host pipe verifying the exact placement of the liner. No measuring from a CCTV counter or estimating will be allowed. 6. The tube will be extracted out of the carrying device by controlled air or water pressure. The tube is held tightly in place against the wall of the host pipe by the pressure until the cure is , complete. 7. Once the sample piece in the manhole has cured, the inflation bladder is deflated, and bladder and launching device are removed from the host pipe. Any materials used in the installation other than the CIPP liner is to be removed from the host pipe by the installer. Contractor shall recover the sample piece and label with upstream and downstream manhole numbers and footage from upstream manhole to service connection. Sample shall be submitted for testing in accordance with PART 6. 8. Any service lateral connections covered by the sectional repair are to be restored in accordance with PART 5.A.9. PART 6 - REQUIREMENTS AND TESTING The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate cleanly or the probe or knife blade moves freely between the layers. If separation of the layers-occurs during testing of field samples, new samples will be cut from the work. Any reoccurrence may cause rejection of the work. Testing of the completed, installed liner consists of: A. Field testing B. Laboratory testing The contractor shall provide and pay for all required testing samples herein. The Owner will pay for all post installation laboratory testing described herein. Retests of failed samples shall be paid for by the Contractor via a deductive line item on the pay estimate. Regardless of the resinlcarrier liner system used, the completed liner shall meet or exceed: 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-17 ADDENDUM NO.2 A, The initial modulus of elasticity (ASTM D-790) (as stated in design calculations); B, Initial flexural strength (ASTM D-790); C, CIPP shall meet the chemical resistance requirements of ASTM F1216, Appendix X2); and Values for the three parameters above which are under the minimum values stated on the bid form are not acceptable. An under thickness liner may be brought into compliance at no additional cost to the Owner by (1) removal and replacement of the undersized liner, or (2) addition of a second liner with the full wall thickness as stated on the liner design submittal (and after acceptable preparation of the undersized liner interior). Option 2 will be considered by the Owner on a case by case basis considering the resulting loss of flow capacity, and can be refused by the Owner for that reason. The addition of a thin liner that makes up the amount of undersizing is not an acceptable remedy because the structural properties of CIPP liners are not additive if they are not cured simultaneously and therefore are bonded together to act as a single liner. In the event of a liner failure of either/both the flexural strength and the modulus tests, another flat plate sample shall be tested. Should the second sample fail, the liner shall be brought into satisfactory compliance by the above methods. The Contractor must have performed long-term testing for flexural creep of the CIPP pipe material installed by his Company. Such testing results are to be used to determine the long-term, time dependent flexural modulus to be utilized in the product design. This is a performance test of the materials (Tube and Resin) and general workmanship of the installation and curing as defined within the relevant ASTM standard. A percentage of the instantaneous flexural modulus value (as measured by ASTM D790 testing) will be used in design calculations for external buckling. The percentage, or the long-term creep retention value utilized, will be verified by this testing. Retention values exceeding 50% of the short-term test results shall not be applied unless substantiated by qualified third party test data to the Owner's satisfaction. The materials utilized for the contracted project shall be of a quality equal to or better than the materials used in the long-term test with respect to the initial flexural modulus used in the CIPP design. A Sample Requirements The following sample shall be taken for each section of sewer lined and shall be included in the bid cost for this project: One core of 12" diameter minimum taken from the inside of the pipe or from an 18" long section of the CIPP (sufficient in length to conduct ASTM flexural test) extending from the existing pipe being lined in the manhole equal to the exact ID of the lined pipe. See "Non-destructive " option below. "Non-destructive" option: At Owner's option, in lieu of excavation for core samples, the liner shall be run through 18" long section of line-sized pipe, or an appropriate restraint, to act as a mold for the liner and cured. One such sample shall be taken from liner at starting manhole and one at the ending manhole of the section being lined. One sample from each lined section shall be provided. Samples of service connection insert material shall be provided as described in PART 5. A. 9. B. ii 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-18 ADDENDUM NO.2 B. Field Test (Thickness) Remove the CIPP liner material from the host pipe core samples. Remove any inner liner film, preliner and resin that is not contained within the felt liner. Measure the liner thickness at three spots on each sample. The resulting six measurements will be averaged. The average thickness shall be equal to or greater than the required thickness for the particular section stated on the bid form. No undersize allowance is permitted. In accordance with D 740-03, referenced in ASTM 1216, the calculated wall thickness refers only to the part of the liner that consists of a saturated felt liner. Elements that are not part of the saturated felt liner do not contribute to the structural integrity of the liner, thereby excluding felt liner that is not fully saturated or portions of resin without the felt liner carrier. If the Contractor takes his sample from inside the line, he must repair the spot with a method approved by the Engineer. C. Laboratory Testing Samples obtained for these tests will be sent by the Owner to an approved laboratory for testing. The Owner will pay for testing. Contractor will provide samples as part of the contract bid cost. A scan will be done by the Owner confirm the correct material was used. D. CCTVVisual Test The Contractor and Engineer shall inspect each installation visually by CCTV. Variations from the true line and grade may be inherent because of the condition of the original piping. No infiltration of groundwater should be observed. All service entrances should be accounted for and be fully functional unless otherwise directed by the Engineer in writing. No visible leak around liner at manhole connection will be allowed. Visual inspection shall examine defects including but not limited to fins, wrinkles, imperfections, areas of uncured resin, or areas of incomplete resin impregnation. A fin or wrinkle shall be defined as a defect when it penetrates inside the pipe more than 0.25 inch from the inside wall curvature of the new liner adjacent to the fin or wrinkle. A remedial repair and/or replacement action plan shall be submitted by the contractor to the Engineer for review and approval for any defect prior to any corrective action. Failure to obtain the Engineer's approval for corrective plan may result in rejection of the liner and require a new liner. The pre- and post-installation documentation in DVD format will become the property of the Owner. CCTV inspection shall be provided as required in PART 5.A.5 and included as part of the contract cost. END OF SECTION 08/26/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-19 ADDENDUM N0.2 J90 ^*'«S& DRflIN PROFILE CSV-STEM-A-; CLARA WAY 4 __*vT — ' ^x= __^^-^r^ — 34S.4Z' — • S 4*i j> ^ ^ _ SCftLK : 1-4-0 - LENGTHS. NO £K OF" SOX. 49 sa 52 S3 5~4 SS S6* 57 *8 C*l (f'Z C.4 £••5 c,c. &8 6,9 £ S^ff. 2sf4 1+77 Of/1} 0 + &2 /•fas- 2+47 fi-CL £*7£ $-*&£ 2 '£ #fM-M 4 + 10 3*s/ Z+OS If 29 0'C4- /+&£• 2+G.f S£W££ f-£. AM/A? 2O9.S7 208. &4 2.Q&.// 2O3. 34 2OO./9 /9S.S9 1 757/3 '72. 2£ >72. £7 /78.4G, iff/.48 <&$.€./ t^f.93 ZOO. SO ZO3-27 £t>&77 2/O. 0S~ & El£V. 2/6. SO 2/S~. O£ 2/3.58 2/Z./3^og.s/ 20J.33 /8SJ4 178,48 /7S.70 1 8S.&2 / VO-43 J93.£-ff ZQ4-SZ 2&9.3V 2/2.67 Z/&./3 2/6.SS f.l.i#T.&& S//.202/a. o£t Zoff.SS . 207. S3 203. SI J9&-38 J77/4 173.40 /7J.4ff /8O.&2 s&f. 43 / 8 S. S-£ /99.S2 204. 39 207.O7 2fo. s3 S//.5S- W#T£~ee STB. £+f9 Jfff2 0 + 24 0-f£~7 t+4Q 2 + 42 f+o/ S*7/ $•+£/ 4*0£- 3+46 2+00 1*24 O+£~9 /+9o Z+70 £>sff*¥ZZ R\f t&£> BMERtSY J, STD. D-4< PREPARED BY. BRIAN SMtTH ENGINEERS, INC. ^65~S STOTS STREET cfl/^seo& c^/flsfl^fl jiT /3^iis&^- *sfet^rf Re&. CIVIL £H&f(eE.R fl/a. /3,»7 DATE BY "•N 71 \ / / " \ DESCRIPTION _i REVISIONS APP'D SHEET C1TY OF CARLSBAD SHEETS 3 ENGINEERING DEPARTMENT 9 PLAfJS FOR THE IMPROVEMENT Of SMTff CLAXQ W#Y CffRLSBAD TX&CT MO. 76-2 APPROVED:-^ ' -fif /* /%/ RE. /A«i ni*4 FWRII^R nuuu BY, CHKD.BY:FIELD BK=_ PROJECT NO. 77-8 DATE &/J? />?-> SCALEVERT: X" = <?' HORZ; / • •>*" DRAWING NO.JB7-/0 :jr SIERRA MORENA AVE. CITY OF CARLSBAD ENGINEERING DEPARTMENTSEWER EASEMENT PLANSa PROFILES FOR STREET, SEWER, WATER a DRAWEE IMPROVEMENTS IN £L CAMINQ MESA -UK/ITSCHESTNUT AVENUE L.KLEMA,ENGINEERS, INC CIVIL ENGINEERS, SURVEYORS HALE AVE.,ESCONDIDO,CALIF. PH 745-3222 LOCATION MAP ADDENDUM NO. 2 Project Location Site No. 6 PROJECT NAME: MISC. SEWER REHABILITATION NORTHWEST QUADRANT, PROJECT LOCATION NO. 6 SANTA CLARA WY / CHESTNUT AVE PROJECT NOS. CP 5503-1 SHEET 1 OF 3 LOCATION MAP ADDENDUM NO. 2 PROJECT SITE NO. 6, SANTA CLARA WY /CHESTNUT AVE. 8"DIA. VITRIFIED CLAY. INSTALL CIPP PER SPECIFIC CONSTRUCTION NOTE ON SHEET 3 OF 3 APPOXIMATELY 680 LINEAL FT. MHID#11B-5 MHID#11B-6 MfllD#11B-16 PROJECT NAME: MISC. SEWER REHABILITATION NORTHWEST QUADRANT, PROJECT LOCATION NO.6 SANTA CLARA WY. / CHESTNUTAVE. PROJECT NOS. CP 5503-1 SHEET 2 OF 3 CONSTRUCTION NOTES ADDENDUM NO. 2 SPECIFIC CONSTRUCTION NOTES PROJECT LOCATION NO. 6 - SANTA CLARA WY / CHESTNUT AVE VICINITY: LOCATION NO. 6 INCLUDES THE REHABILITATION OF APPROXIMATELY 680 LINEAL FT OF 8" DIAMETER VCP AND 12 LINEAL FT OF 8" DIAMETER PVC SEWER PIPELINE.THIS ALIGNMENT IS DOWNSTEAM OF A SEWAGE LIFT STATION AND CONTRACTOR SHALL COORDINATE WASTEWATER MANAGEMENT AND FLOW BY-PASS WITH CITY FORCES. THERE ARE NO LATERAL CONNECTIONS IN LOCATION NO. 6 ALIGNMENT. CONTRACTOR SHALL NOT PROTECT EXISTING VEGETATION. WORK SHALL BE DONE AS DESCRIBED UNDER NOTES FOR "GENERAL CONSTRUCTION PROCEDURE " PROVIDED ON SHEET NO 2 OF OF THE PROJECT PLANS, CITY DRAWING 466-7 AND AS REQUIRED PER THE CONTRACT SPECIFICATIONS. THE SEWER EXIST IN A EASMENT ADJACENT TO ELECTRIC TRANSMISSIONS TOWERS AND RESIDENTIAL DEVELOPEMENT. THERE ARE THREE SECTIONS OF PIPELINE IN THIS ALIGNMENT. THAT PORTION BETWEEN MNAHOLE NO. 11B-8 AND 11B-7 TRANSITIONS BETWEEN VCP AND PVC PIPE IN ITS 53.4 FT ALIGNMENT AND THERE ARE TWO OFFSET JOINTS AT THE TRANSITION JOINTS. THAT PORTION BETWEEN MANHOLE NO. 11B-7 AND 11B-5 HAS MULTIPLE CRACKS AND BROKEN POITIONS OF THE VCP. THE ALIGNMENT PORTION BETWEEN MANHOLE NO. 11B-5 AND 11B-6 HAS BEEN FOUND TO HAVE SIGNIFICANT ROOT INTRUSION, ALONG WITH MUTLITPLE CRACKS AND BROKEN SECTIONS OF VCP. GENERAL CONSTRUCTION NOTES FOR ALL LOCATIONS: CONTRACTOR HAS THE RESPONSIBILTY TO HAVE VISITED EACH CONSTRUCTION LOCATION PRIOR TO BIDDING THIS PROJECT AND FULLY UNDERSTANDS ACCESSIBILITY ISSUES FOR EACH LOCATION. ALL EFFORTS AND COST RELATED TO ACCESSING THE PIPELINES FOR EACH PROJECT SITE ARE INCLUDED IN THE BID COST FOR EACH LOCATION. NO ADDITONAL PAYMENT WILL BE MADE FOR TASK RELATED TO ACCESSING THE PIPELINES. PROJECT NAME: MISC. SEWER REHABILITATION NORTHWEST QUADRANT, PROJECT LOCATION N0.6 SANTA CLARA WY. / CHESTNUT AVE. PROJECT NO. CP 5503-1 SHEET 3 OF 3 CONTRACT PUBLIC WORKS This agreement is made this £P^ day of _ D<ZCe+r\J3<ZJr~ _ , 20 fc>. by and between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and Southwest Pipeline and Trenchless Corporation whose principal place of business is 539 West 140th Street Gardena CA 90248 (hereinafter called "Contractor"). City and Contractor agree as follows: 1. Description of Work. Contractor shall perform all work specified in the Contract documents for: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 (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, Non-Collusion Affidavit, Designation of Subcontractors, Technical Ability and Experience, Bidder's Statement Re Debarment, Escrow Agreement, Release Form, the Plans and Specifications, the General Provisions, addendum(s) to said Plans and Specifications and General 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 General 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. The City shall withhold retention as required by Public Contract Code Section 9203. 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 06/1 0/09 Contract No. 5503-1 Page 39 of 107 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. 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. 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. Revised 06/10/09 Contract No. 5503-1 Page 40 of 107 Pages 9. 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 City Council Policy # 70. (A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits indicted herein: a. Commercial 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. c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits as required by the Labor Code of the State of California. 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. 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 ten (10) days' prior written notice has been sent 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 A•K Revised 06/10/09 Contract No. 5503-1 Page 41 of 107 Pages 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-:VII. 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 City Council Policy # 70. (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. 10. 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 Section 3 of the General Provisions. 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. (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. Revised 06/1 0/09 Contract No. 5503-1 Page 42 of 1 07 Pages (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. have read and understand all provisions of Section 10 above. ^ init j init 11. 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. 12. Unfair Business Practices. In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec. 15) or under the Cartwright Act (Chapter 2 (commencing with Section 16700) of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment by the parties. 13. 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 06/10/09 Contract No. 5503-1 Page 43 of 107 Pages 14. 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: SOUTHWEST PIPELINE AND TRENCHLESS CORP. e of Contractor) (sign here) STEVEN R. VOSSMEYER .P^IDENT/TREASURER By: here) i**9flMRPUCHAl CITY the St, ATTEST: LORRAINE M. WOOD, City/flerK /title') President or vice-president an'd 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 Attorn By: rDepi Revised 06/10/09 Contract No. 5503-1 Page 44 of 107 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California On H )03) personally appeared before me,Sharon Ines Farmer, Notary Public D:!tt& HCTP IfiSv-r'f N-'jiY1''; 3? Steven R Vossmeyer and Justin Duchaineau ftSs; oi St;,j!u/rf» O who proved to me on ihe 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my Moiary Seal Above Signature. OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattucrttnent at this toim to another document. Description of Attached Document Title or Type of Document: _ „_______ Document Date:Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: _ D Individual L Corporate Officer — Title(s): D Partner — u Limited G General 11 Attorney in Fact D Trustee Q Guardian or Conservator D Other: _____ RIGHTTHUMBPfiiNT OF SIGNET! Tap of thumb he™ Signer is Representing:. L Signer's Name: u Individual u Corporate Officer — Title(s): D Partner — YJ Limited LI General D Attorney in Fact D Trustee LJ Guardian or Conservator iJOiher:_ RfCHTTHUMBPfWrOFSiGNER Signer ts Representing:, ise^^x;?x*"www<xx%?^ 82(»7Na!kMBirtotary Association* 9350 DeSoto Ave., RQ.Box£<!CE'Ctats«etm,CA 913!3-240a",w«Na!io!!air«olary,org Mem *S90' Reorder: Ca* Toll-Fta) l Bond No. 6736431 Premium Included in Performance Bond LABOR AND MATERIALS BOND WHEREAS, the City Council of the City of Carlsbad, Stats of California, by Resolution No. 2010-249, adopted November 9, 2010, has awarded to Southwest Pipeline and Trenchless Corporation (hereinafter designated as the "Principal"), a Contract for: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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 a!l 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, SOUTHWEST PIPELINE AND TRENCHLESS CORPORATION, as Principal, (hereinafter designated as the "Contractor), and SAFECO INSURANCE COMPANY.OF AMERICA .. —-—--.--— as surety, are held firmly bound unto the City of Carlsbad in the sum of Two Hundred Nineteen Thousand Eight Hundred Frfty Dollars ($219,850), 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, firmfy 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 hereunder 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 06/10/09 Contract No, 5503-1 Page 45 of 107 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 day of Executed by SURETY this. of November 19th .day .,2010 CONTRACTOR: SOUTHWEST PIPEUNE AND THENCHUSSSCORP. (name of Crfn SURETY: SAFECO INSURANCE COMPANY OF AMERICA (name of Surety) 1 001 4th Avenue, Suite 1 700 Seattle, WA 981 54 (sign here)(address of Surety) STEVEN RVOSSMEYERPBFSinFMT/TBEASUHEH 800.378.3661 TRENCHLESSpOHK.(print name here)ie number of Surety) (sign here) JUSTIN P. DUCHAINEAU GARDENA,CASQ24a iST PIPELINE AND HLESSCORP. sJg*natuffe of Attorney-in-Fact) B. Aleman, Attorney-in-Fact (printed name of Attomey-in-Fact} {attach corporate resolution showing current power of attorney) (title and organization of signatory) (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 sea! empowering that officer to bind the corporation.) APPROVED AS TO FORM: RONALD R. BALL Crty Attorney Deputy City Attorney Revised 06/10/09 Contract No. 5503-1 Page 46 of 107 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of !^f. J^geles >' J93JIDOn personally appeared before me, Sharon Ines Farmer, Notary Public Here Jnseri ^arne and TifSe cl th Steven R Vossmeyer and Justin Duchaineau ) of $i{jti«f(s) SHARON INES FARMER Commission * 1806938 Notary Pubttc - CalifonHi Los Angtto County MyComm.ExptftsJul 19,2012 who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. y Seal Above WITNESS my Signature OPTIONAL - \ and official seal. Signature ot Notary PuWie Though the information below is not required by law, it may prove va/uaWe to persons relying on the document and could prevent fraudulent removal and reattactiment of this form to another document. Description of Attached Document Title or Type of Document: „._ , ,_ Document Date: ,Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: _. ~~ Individual Corporate Officer — Title(s): ,. _ Partner — u Limited Ij General Attorney in Fact ". Trustee . Guardian or Conservator „ Other: Signer Is Representing: RIGHTTHUM8PRW OFSGMER Signer's Name: „ D Individual u Corporate Officer — Title(s): _ u Partner — >"j Limited D General D Attorney in Fact D Trustee LJ Guardian or Conservator u Other: Signer fs Representing:, RIGHTTHUMBPRINTOFSIGNER Top of t^umb here ten »S90? State of California County of Los Angeles On NOV 1 9 2010 before me, Marina Tapia. Notary Public. personally appeared B. Aleman who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in h4s/her/the4r 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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Marina Tapia, Notary Public MARINA TAPIA COMM. #1728314 NOTARY PUBLIC - CALIFORNIA § LOS ANGELES COUNTY - My Comm. Expires Mardi 30, 2011J THIS POWER OF ATTORNEY IS NOT VALID UNLESS IT IS PRINTED ON RED BACKGROUND. 4182338 This Power of Attorney limits the acts of those named herein, and they have no authority to bind the Company except in the manner and to the extent herein stated. SAFECO INSURANCE COMPANY OF AMERICA SEATTLE, WASHINGTON POWER OF ATTORNEY KNOW ALL PERSONS BY THESE PRESENTS: That Safeco Insurance Company of America (the "Company"), a Washington stock insurance company, pursuant to and by authority of the By-law and Authorization hereinafter set forth, does hereby name, constitute and appoint E. S. ALBRECHT, JR., TRACY C. ASTON, C. K. NAKAMURA, LISA L. THORNTON, MARIA PENA, MARINA TAPIA, EDWARD C. SPECTOR, KD CONRAD, BRENDA WONG, SIMONE GERHARD, NOEMI QUIROZ, B. ALEMAN, ALL OF THE CITY OF LOS ANGELES, STATE OF CALIFORNIA , each individually if there be more than one named, its true and lawful attorney-in-fact to make, execute, seal, acknowledge and deliver, for and on its behalf as surety and as its act and deed, any and all undertakings, bonds, recognizances and other surety obligations in the penal sum not exceeding ONE HUNDRED MILLION AND 00/100***** ****** DOLLARS ($ 100,000,000.00*************** ******) each, and the execution of such undertakings, bonds, recognizances and other surety obligations, in pursuance of these presents, shall be as binding upon the Company as if they had been duly signed by the president and attested by the secretary of the Company in their own proper persons. cooQ.0>s*c$co*B •-=5 That this power is made and executed pursuant to and by authority of the following By-law and Authorization: ARTICLE IV - Execution of Contracts: Section 12. Surety Bonds and Undertakings. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President, and subject to such limitations as the Chairman or the President may prescribe, shall appoint such attorneys-in-fact, as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Such attorneys-in- fact, subject to the limitations set forth in their respective powers of attorney, shall have full power to bind the Corporation by their signature and executed, such instruments shall be as binding as if signed by the president and attested by the secretary. By the following instrument the chairman or the president has authorized the officer or other official named therein to appoint attorneys-in-fact: Pursuant to Article IV, Section 12 of the By-laws, Garnet W. Elliott, Assistant Secretary of Safeco Insurance Company of America, is authorized to co H ° 0> appoint such attorneys-in-fact as may be necessary to act in behalf of the Corporation to make, execute, seal, acknowledge and deliver as surety any and all undertakings, bonds, recognizances and other surety obligations. Q)That the By-law and the Authorization set forth above are true copies thereof and are now in full force and effect. to 0O i_ oTo IN WITNESS WHEREOF, this Power of Attorney has been subscribed by an authorized officer or official of the Company and the corporate seal of Safeco Insurance Company of America has been affixed thereto in Plymouth Meeting, Pennsylvania this 14th day of October , SAFECO INSURANCE COMPANY OF AMERICA ffl' CO 2 t *;o.EE GOB 2010 COMMONWEALTH OF PENNSYLVANIA ss COUNTY OF MONTGOMERY Q. CO ($-7±-*—^UBy Garnet W. Elliott, Assistant Secretary On this 14th day of October , 2010 , before me, a Notary Public, personally came Garnet W. Elliott, to me known, and acknowledged that he is an Assistant Secretary of Safeco Insurance Company of America; that he knows the seal of said corporation; and that he executed the above Power of Attorney and affixed the corporate seal of Safeco Insurance Company of America thereto with the authority and at theco C> * direction of said corporation. Z§IN TESTIMONY WHEREpp^yfavl'tlBSB^^ subscribed my name and affixed my notarial seal at Plymouth Meeting, Pennsylvania, on the day and year first above written.i By co•o COCO E S> co E IS 0) co .a Teres'a Pastella, Notary Public CERTIFICATE I, the undersigned, Assis^^^^rf^^^Safeco Insurance Company of America, do hereby certify that the original power of attorney of which the foregoing is a full, true and c&rreet«eopy, is in full force and effect on the date of this certificate; and I do further certify that the officer or official who executed the said power of attorney is an Assistant Secretary specially authorized by the chairman or the president to appoint attorneys-in-fact as provided in Article IV, Section 12 of the By-laws of Safeco Insurance Company of America. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of Safeco Insurance Company of America at a meeting duly called and held on the 18th day of September, 2009. VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company, wherever appearing upon a certified copy of any power of attorney issued by the company in connection with surety bonds, shall be valid and binding upon the company with the same force and effect as though manually affixed. IN TESTIMONY WHEREOF, I have hereunto subscribed my narn<i51GMxed the corporate seal of the said company, this day of NOV 1 9 2MO— David" M. Carey, Assistant Secretary Bond No. 6736431 Premium $2,528.00 FAITHFUL PERFORMANCE/WARRANTY BOND WHEREAS, the City Council of the City of Carlsbad, State of California, by Resolution No. 201 0-249, adopted November 9, 2010, has awarded to Southwest Pipeline and Trenchless Corporation (hereinafter designated as the "Principal"), a Contract for: MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. S503-1 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, SOUTHWEST PIPELINE AND TRENCHLESS CORPORATION, as Principal, {hereinafter designated as the "Contractor"), and SAFECO INSURANCE COMPANY OF AMERICA as gurety( are held firrn]y Dounc( Unto the City of Carlsbad in the sum of Two Hundred Nineteen Thousand Eight Hundred Fifty Dollars ($219,850), 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 therein provided on their part, to be kept and performed at the time and in the manner therein specified, and in all 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 therefore, 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 there under 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. oRevised 06/10/09 Contract No. 5503-1 Page 47 of 107 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 day of fijji/e'wze^ 2QZ£.. Executed by SURETY this. November 19th day of CONTRACTOR: SOUTHWEST P1P8UNE AND TRBJCHLESSCORP. SURETY: SAFECO INSURANCE COMPANY OF AMERICA ^2010 (nameof Contractor) (name of Surety) 1001 4th Avenue, Suite 1700 Seattle, WA 98154 (sign here) (address of Surety) 800.378.3661 fc / - A -.—^ L.^.M.VSOUTHWEST piPELWEAND(Pnnt name here) TRENCHUSSSCORP. (telephone nunfiber of Surety) JUSTIN P. DUCHAINEAU RFCRETAJTY of Attomey-in-Fact) B. Aleman, Attorney-in-Fact (printed name of Attorney-in-Fact) (Attach corporate resolution showing current power of attorney.) GARDEN^ CA 90248 (Title and Organization of signatory) (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 06/10/09 Contract No. 5503-1 Page 48 of 107 Pages CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT B^33£^^ State of California County of On Date before me,Sharon Ines Farmer, Notary Public Here insert Name ami Tiiie ol the Officer personally appeared Steven R Vossmeyer and Justin Duchaineau Name(s) of Signers) SHARON INES FARMER Commission #1806938 Notary Public - California Los Angttos County Jul19.2012iComm. who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/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. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official sejtl Place ttoay Seal Aisove Signature OPTIONAL Though the information below is not required by law, it may prove valuable to parsons relying on the document and could prevent fraudulent removal and reatiachment of this form to another document. Description of Attached Document Title or Type of Document: _. _ Document Date:. Number of Pages:,_ Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name:. _ Individual Corporate Officer — Title(s): Partner — u Limited u General Attorney in Fact Trustee Guardian or Conservator _ Other: Signer Is Representing: _ Top af thumb hete Signer's Name: ,___,,„ ID Individual u Corporate Officer — Title(s): D Partner — L'j Limited u General D Attorney in Fact u Trustee LJ Guardian or Conservator Q Other: ! RK3HTTHUM8PBINT OFStQNER of thumb here Signer is Representing:. «!200? National ffctary AssoeiMta• 9350 De Seto Ave.. RO.Box 2.SOZ-ChaSvvo*. CA 913'I3-24B2«www.Nalkxi3lN9tary.aig HW> 1(5907 ReoMeit:Cal! TolI-Fiw I-S State of California County of Los Angeles On NQV 1 9 2010 before me, Marina Tapia. Notary Public. personally appeared B. Aleman who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/afe subscribed to the within instrument and acknowledged to me that he/she/they executed the same in bis/her/theiF authorized capacity(ies), and that by his/her/the**: signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Marina Tapia, Notary Public MARINA TAPIA COMM. #1728314 § NOTARY PUBLIC - CALIFORNIA g v, LOS ANGELES COUNTY ^ ^ My Comm. Expires March 30, 2011 I<zmjmiu^sy*a*xza*3«ijmj**jmjujmj*j^r*zt. 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 MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 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 06/10/09 Contract No. 5503-1 Page 49 of 107 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 06/10/09 Contract No. 5503-1 Page 50 of 107 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 06/10/09 Contract No. 5503-1 Page 51 of 107 Pages GENERAL PROVISIONS FOR MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CONTRACT NO. 5503-1 CITY OF CARLSBAD BIDDERS ARE ADVISED THAT THIS SECTION REPLACES PART 1, GENERAL PROVISIONS, OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 1 - TERMS, DEFINITIONS, ABBREVIATIONS, AND SYMBOLS 1-1 TERMS - Unless otherwise stated, the words directed, required, permitted, ordered, instructed, designated, considered necessary, prescribed, approved, acceptable, satisfactory, or words of like meaning, refer to actions, expressions, and prerogatives of the Engineer. 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. 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. 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. 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 06/10/09 Contract No. 5503-1 Page 52 of 107 Pages 1-2 Definitions. The following words, or groups of words, shall be exclusively defined by the definitions assigned to them herein. Addendum - Written or graphic instrument issued prior to the opening of Bids which clarifies, corrects, or changes the bidding or Contract Documents. The term Addendum shall include bulletins and all other types of written notices issued to potential bidders prior to opening of Bids. Agency - The City of Carlsbad, California. Agreement - See Contract. Assessment Act Contract - A Contract financed by special assessments authorized under a State Act or procedural ordinance of a City or County. Base - A layer of specified material of planned thickness placed immediately below the pavement or surfacing. Bid - The offer or proposal of the Bidder submitted on the prescribed form setting forth the prices for the Work. Bidder - Any individual, firm, partnership, corporation, or combination thereof, submitting a Bid for the Work, acting directly or through a duly authorized representative. Board - The officer or body constituting the awarding authority of the Agency, which is the City Council for the City of Carlsbad or the Board of Directors of Carlsbad Municipal Water District. Bond - Bid, performance, and payment bond or other instrument of security. 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. Cash Contract - A Contract financed by means other than special assessments. Change Order - A written order to the Contractor signed by the Agency directing an addition, deletion, or revision in the Work, or an adjustment in the Contract Price or the Contract time issued after the effective date of the Contract. A Change Order may or may not also be signed by the Contractor. Code - The terms Government Code, Labor Code, etc., refer to codes of the State of California. Construction Manager - the Project Inspector's immediate supervisor and first level of appeal for informal dispute resolution. Contract - The written agreement between the Agency and the Contractor covering the Work. Revised 06/10/09 Contract No. 5503-1 Page 53 of 107 Pages Contract Documents - Including but not limited to; the Contract, any Addendum (which pertain to the contract documents), Notice Inviting Bids, Instructions to Bidders; Bid (including documentation accompanying the Bid and any post-bid documentation submitted prior to the Notice of Award) when attached as an exhibit to the Contract, the Bonds, the General Provisions, permits from other agencies, the Technical Specifications, the Supplemental Provisions, the Plans, Standard Plans, Standard Specifications, Reference Specifications, and all Modifications issued after the execution of the Contract. Contractor - The individual, partnership, corporation, joint venture, or other legal entity having a Contract with the Agency to perform the Work. In the case of work being done under permit issued by the Agency, the permittee shall be constructed to be the Contractor. The term "prime contractor" shall mean Contractor. Contract Price - The total amount of money for which the Contract is awarded. Contract Unit Price - The amount stated in the Bid for a single unit of an item of work. County Sealer - The Sealer of Weights and Measures of the county in which the Contract is let. Days - Days shall mean consecutive calendar's days unless otherwise specified. Deputy City Engineer, Construction Management & Inspection - The Construction Manager's immediate supervisor and second level of appeal for informal dispute resolution. Dispute Board - Persons designated by the City Manager of the City of Carlsbad or Executive Manager of the Carlsbad Municipal Water District, to hear and advise the City Manager on claims submitted by the Contractor. The City Manager for the City of Carlsbad or the Executive Manager for the Carlsbad Municipal Water District is the last appeal level for informal dispute resolution. Electrolier - Street light assembly complete, including foundation, standard, luminaire arm, luminaire, etc. 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. Geotextile - Synthetic fiber used in civil engineering applications, serving the primary functions of separation and filtration. House Connection Sewer - A sewer, within a public street or right-of-way, proposed to connect any parcel, lot, or part of a lot with a mainline sewer. House Sewer - A sewer, wholly within private property, proposed to connect any building to a house connection sewer. Luminaire - The lamp housing including the optical and socket assemblies (and ballast if so specified). Luminaire Arm - The structural member, bracket, or mast arm, which, mounted on the standard, supports the luminaire. Minor Bid Item - A single contract item constituting less than 10 percent (10%) of the original Contract Price bid. Revised 06/10/09 Contract No. 5503-1 Page 54 of 107 Pages Modification - Includes Change Orders and Supplemental Agreements. A Modification may only be used after the effective date of the Contract. Notice of Award - The written notice by the Agency to the successful Bidder stating that upon compliance by it with the required conditions, the Agency will execute the Contract. Notice to Proceed - A written notice given by the Agency to the Contractor fixing the date on which the Contract time will start. 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. Person - Any individual, firm, association, partnership, corporation, trust, joint venture, or other legal entity. Plans - The drawings, profiles, cross sections, working drawings, and supplemental drawings, or reproductions thereof, approved by the Engineer, which show the location, character, dimensions, or details of the Work. Private Contract - Work subject to Agency inspection, control, and approval, involving private funds, not administered by the Agency. Project Inspector - The Engineer's designated representative for inspection, contract administration and first level for informal dispute resolution. Proposal - See Bid. Reference Specifications - Those bulletins, standards, rules, methods of analysis or test, codes, and specifications of other agencies, engineering societies, or industrial associations referred to in the Contract Documents. These refer to the latest edition, including amendments in effect and published at the time of advertising the project or issuing the permit, unless specifically referred to by edition, volume, or date. Roadway - The portion of a street reserved for vehicular use. Service Connection - Service connections are all or any portion of the conduit, cable, or duct, including meter, between a utility distribution line and an individual consumer. Sewer - Any conduit intended for the reception and transfer of sewage and fluid industrial waste. Specifications - General Provisions, Standard Specifications, Technical Specifications, Reference Specifications, Supplemental Provisions, and specifications in Supplemental Agreements between the Contractor and the Board. Standard - The shaft or pole used to support street lighting luminaire, traffic signal heads, mast arms, etc. oRevised 06/10/09 Contract No. 5503-1 Page 55 of 107 Pages Standard Plans - Details of standard structures, devices, or instructions referred to on the Plans or in Specifications by title or number. Standard Specifications - The Standard Specifications for Public Works Construction (SSPWC), the "Greenbook". State - State of California. Storm Drain - Any conduit and appurtenances intended for the reception and transfer of storm water. Street-Any road, highway, parkway, freeway, alley, walk, or way. Subbase - A layer of specified material of planned thickness between a base and the subgrade. Subcontractor - An individual, firm, or corporation having a direct contract with the Contractor or with any other Subcontractor for the performance of a part of the Work. Subgrade - For roadways, that portion of the roadbed on which pavement, surfacing, base, subbase, or a layer of other material is placed. For structures, the soil prepared to support a structure. Supervision - Supervision, where used to indicate supervision by the Engineer, shall mean the performance of obligations, and the exercise of rights, specifically imposed upon and granted to the Agency in becoming a party to the Contract. Except as specifically stated herein, supervision by the Agency shall not mean active and direct superintendence of details of the Work. Supplemental Agreement - A written amendment of the Contract Documents signed by both parties. Supplemental Provisions -Additions and revisions to the Standard Specifications setting forth conditions and requirements peculiar to the work. Surety - Any individual, firm, or corporation, bound with and for the Contractor for the acceptable performance, execution, and completion of the Work, and for the satisfaction of all obligations incurred. Tonne - Also referred to as "metric ton". Represents a unit of measure in the International System of Units equal to 1,000 kilograms. Utility - Tracks, overhead or underground wires, pipeline, conduits, ducts, or structures, sewers, or storm drains owned, operated, or maintained in or across a public right of way or private easement. Work - That which is proposed to be constructed or done under the Contract or permit, including the furnishing of all labor, materials, equipment, and services. Revised 06/10/09 Contract No. 5503-1 Page 56 of 107 Pages 1-3 ABBREVIATIONS 1-3.1 General. The abbreviation herein, together with others in general use, are applicable to these Standard Specifications and to project Plans or other Contract Documents. All abbreviations and symbols used on Plans for structural steel construction shall conform to those given by the "Manual of Steel Construction" published by the American Institute of Steel Construction, Inc. 1-3.2 Common Usage Abbreviation Word or Words ABAN Abandon ABAND Abandoned ABS Acrylonitrile - butadiene - styrene AC Asphalt Concrete ACP Asbestos cement pipe ACWS Asphalt concrete wearing surface ALT Alternate APIS Apartment and Apartments AMER STD American Standard AWG American Wire Gage (nonferrous wire) BC Beginning of curve BCR Beginning of curb return BDRY Boundary BF Bottom of footing BLDG Building and Buildings BM Bench mark BVC Beginning of vertical curve B/W Back of wall C/C Center to center CAB Crushed aggregate base CAL/OSHA California Occupational Safety and Health Administration CalTrans California Department of Transportation CAP Corrugated aluminum pipe CB Catch Basin Cb Curb CBP Catch Basin Connection Pipe CBR California Bearing Ratio CCR California Code of Regulations CCTV Closed Circuit TV CES Carlsbad Engineering Standards CF Curb face CF Cubic foot C&G Curb and gutter CFR Code of Federal Regulations CFS Cubic Feet per Second CIP Cast iron pipe CIPP Cast-in place pipe CL Clearance, center line CLF Chain link fence CMB Crushed miscellaneous base CMC Cement mortar-coated CML Cement mortar-lined CMWD Carlsbad Municipal Water District CO Cleanout (Sewer) COL Column COMM Commercial CONG ; Concrete CONN Connection CONST Construct, Construction COORD Coordinate CSP Corrugated steel pipe CSD Carlsbad Standard Drawings CTB Cement treated base CV Check valve CY Cubic yard D Load of pipe dB Decibels DBL Double DF Douglas fir DIA Diameter DIP Ductile iron pipe DL Dead load DR Dimension Ratio DT Drain Tile DWG Drawing DWY Driveway DWY APPR Driveway approach E Electric EA Each EC End of curve ECR End of curb return EF Each face EG Edge of gutter EGL Energy grade line El Elevation ELC Electrolier lighting conduit ELT Extra long ton ENGR Engineer, Engineering EP Edge of pavement ESMT Easement ETB Emulsion-treated base EVC End of vertical curb EWA Encina Wastewater Authority EXC Excavation EXP JT Expansion joint EXST Existing F Fahrenheit F&C Frame and cover F&l Furnish and install FAB Fabricate FAS Flashing arrow sign FD Floor drain FDN Foundation Revised 06/10/09 Contract No. 5503-1 Page 57 of 107 Pages FED SPEC Federal Specification FG Finished grade FH Fire hydrant FL Flow line FS Finished surface FT-LB Foot-pound FTG Footing FW Face of wall G Gas GA Gauge GAL Gallon and Gallons GALV Galvanized GAR Garage and Garages GIP Galvanized iron pipe GL Ground line or grade line GM Gas meter GNV Ground Not Visible GP Guy pole GPM gallons per minute GR Grade GRTG Grating GSP Galvanized steel pipe H High or height HB Hose bib HC House connection HDWL Headwall HGL Hydraulic grade line HORIZ Horizontal HP Horsepower HPG High pressure gas HPS High pressure sodium (Light) HYDR Hydraulic IE Invert Elevation ID Inside diameter INCL Including INSP Inspection INV Invert IP Iron pipe JC Junction chamber JCT Junction JS Junction structure JT Joint L Length LAB Laboratory LAT Lateral LB Pound LD Local depression LF Linear foot LH Lamp hole LL Live load LOL Layout line LONG Longitudinal LP Lamp post LPS Low pressure sodium (Light) LS Lump sum LTS Lime treated soil LWD Leucadia Wastewater District MAINT Maintenance MAX Maximum MCR Middle of curb return MEAS Measure MH Manhole, maintenance hole MIL SPEC Military specification MISC Miscellaneous MOD Modified, modify MON Monument MSL . Mean Sea Level (Reg. Standard Drawing M-12) MTBM Microtunneling Boring Machine MULT Multiple MUTCD.... Manual on Uniform Traffic Control Devices MVL Mercury vapor light NCTD North County Transit District NRCP Nonreinforced concrete pipe OBS Obsolete OC On center OD Outside diameter OE Outer edge OHE Overhead Electric OMWD Olivenhain Municipal Water District OPP Opposite ORIG Original PB Pull box PC Point of curvature PCC Portland cement concrete or point of compound curvature PCVC Point of compound vertical curve PE Polyethylene PI Point of intersection PL Property line PMB Processed miscellaneous base POC Point on curve POT Point on tangent PP Power pole PRC Point of reverse curve PRVC Point of reverse vertical curve PSI Pounds per square inch PT Point of tangency PVC Polyvinyl chloride PVMT Pavement PVT R/W Private right-of-way Q Rate of flow in cubic feet per second QUAD Quadrangle, Quadrant R Radius R&O Rock and oil R/W Right-of-way RA Recycling agent RAC Recycled asphalt concrete RAP Reclaimed asphalt pavement RBAC Rubberized asphalt concrete RC Reinforced concrete RGB Reinforced concrete box RCE Registered civil engineer RCP Reinforced concrete pipe RCV Remote control valve REF Reference REINF Reinforced or reinforcement RES Reservoir RGE Registered geotechnical engineer ROW Right-of-Way RR Railroad RSE Registered structural engineer RTE Registered traffic engineer S Sewer or Slope, as applicable SCCP Steel cylinder concrete pipe SD Storm drain SDNR San Diego Northern Railway SDR Standard thermoplastic pipe dimension ratio (ratio of pipe O.D. to minimum wall thickness) SDRSD San Diego Regional Standard Drawings SE Sand EquivalentoRevised 06/10/09 Contract No. 5503-1 Page 58 of 107 Pages SEC Section SF Square foot SFM Sewer Force Main SI International System of Units (Metric) SPEC Specifications SPPWC Standard Plans for Public Works Construction SSPWC Standard Specifications for Public Works Construction STHWY State highway STA Station STD Standard SIR Straight SIR GR Straight grade STRUG Structural/Structure SW Sidewalk SWD Sidewalk drain SY Square yard T Telephone TAN Tangent TC Top of curb TEL Telephone TF Top of footing TOPO Topography TR Tract TRANS Transition TS Traffic signal or transition structure TSC Traffic signal conduit TSS Traffic signal standard TW Top of wall TYP Typical UE Underground Electric USA Underground Service Alert VAR Varies, Variable VB Valve box VC Vertical curve VCP Vitrified clay pipe VERT Vertical VOL Volume VWD Vallecitos Water District W Water, Wider or Width, as applicable WATCH Work Area Traffic Control Handbook Wl Wrought iron WM Water meter WPJ Weakened plane joint XCONN Cross connection XSEC Cross section 1-3.3 Institutions. Abbreviation Word or Words AASHTO American Association of State Highway and Transportation Officials AISC American Institute of Steel Construction ANSI American National Standards Institute API American Petroleum Institute AREA American Railway Engineering Association ASTM American Society for Testing and Materials AWPA American Wood Preservers Association AWS American Welding Society AWWA American Water Works Association FHWA Federal Highway Administration GRI Geosynthetic Research Institute NEMA National Electrical Manufacturers Association NOAA National Oceanic and Atmospheric Administration (Dept. of Commerce) UL Underwriters' Laboratories Inc. USGS United States Geological Survey 1-4 UNITS OF MEASURE. 1-4.1 General. U.S. Standard Measures, also called U.S. Customary System, are the principal measurement system in these specifications. However, certain material specifications and test requirements contained herein use SI units specifically and conversions to U.S. Standard Measures may or may not have been included in these circumstances. When U.S. Standard Measures are not included in parenthesis, then the SI units shall control. S.I. units and U.S. Standard Measures in parenthesis may or may not be exactly equivalent. Reference is also made to ASTM E 380 for definitions of various units of the SI system and a more extensive set of conversion factors.oRevised 06/10/09 Contract No. 5503-1 Page 59 of 107 Pages 1 -4.2 Units of Measure and Their Abbreviations. U.S. Customary Unit (Equal To) SI Unit (Abbreviations) (Abbreviations) 1 mil (=0.001 in) 25.4 micrometer (jam) 1 jnch (in) 25.4 millimeter (mm) 1 inch (in) 2.54 centimeter (cm) 1 foot (ft) 0.3048 meter (m) 1 yard (yd) 0.9144 meter (m) 1 mile (mi) „ 1.6093 kilometer (km) 1 square foot (ft) 0.0929 square meter (rrg 1 square yard iyd ) 0.8361 square meter (m) 1 cubic foot (ft 11 0.0283 cubic meter (m ) 1 cubic yard (yd ) 0.7646 cubic meter (m) 1 acre 0.4047 hectare (ha) 1 U.S. gallon (gal) 3.7854 Liter (L) 1 fluid ounce (fl. oz.) 29.5735 millileter (mL) 1 pound mass (Ib) (avoirdupois) 0.4536 kilogram (kg) 1 ounce mass (oz) 0.02835 kilogram (kg) 1 pound mass (Ib) (avoirdupois) 0.4536 kilogram (kg) 1 ounce mass (oz) 0.02835 kilogram (kg) 1 Ton (=2000 Ib avoirdupois) 0.9072 Tonne (= 907 kg) 1 Poise 0.1 pascal second (Pa s) 1 centistoke (cs) 1 square millimeters per second (mm Is) 1 pound force (Ibf) 4.4482 Newton (N) 1 pounds per square inch (psi) 6.8948 Kilopascal (kPa) 1 pound force per foot (Ibf/ft) 1.4594 Newton per meter (N/m) 1 foot-pound force (ft-lbf) 1.3558 Joules (J) 1 foot-pound force per second ([ft-lbf]/s) ..1.3558 Watt (W) 1 part per million (ppm) 1 milligram/liter (mg/L) Temperature Units and Abbreviations Degree Fahrenheit (°F): Degree Celsius (°C): °F = (1.8 x °C) + 32 °C = (°F - 32)/1.8 SI Units (abbreviation) Commonly Used in Both Systems 1 Ampere (A) 1 Volt (V) 1 Candela (cd) 1 Lumen (Im) 1 second (s) Common Metric Prefixes kilo(k) 103 centi (c) 10", milli(m) 10"3 micro (n) 10" nano(n) 10" pico(p) 10"12 1-5 SYMBOLS A Delta, the central angle or angle between tangents Z Angle % Percent Feet or minutes Inches or seconds1 Number / per or (between words)0 Degree PL Property line CL Centerline SL Survey line or station line Revised 06/10/09 Contract No. 5503-1 Page 60 of 107 Pages SECTION 2 - SCOPE AND CONTROL OF WORK 2-1 AWARD AND EXECUTION OF CONTRACT. Award and execution of Contract will be as provided for in the Specifications, Instruction to Bidders, or Notice Inviting Bids. 2-2 ASSIGNMENT. No Contract or portion thereof may be assigned without consent of the Board, except that the Contractor may assign money due or which will accrue to it under the Contract. If given written notice, such assignment will be recognized by the Board to the extent permitted by law. Any assignment of money shall be subject to all proper withholdings in favor of the Agency and to all deductions provided for in the Contract. All money withheld, whether assigned or not, shall be subject to being used by the Agency for completion of the Work, should the Contractor be in default. 2-3 SUBCONTRACTS. 2-3.1 General. Each Bidder shall comply with the Chapter of the Public Contract Code including Sections 4100 through 4113. The following excerpts or summaries of some of the requirements of this Chapter are included below for information: The Bidder shall set forth in the Bid, as provided in 4104: "(a) The name and location of the place of business of each subcontractor who will perform work or labor or render service to the prime contractor in or about the con- struction of the work or improvements, or a subcontractor licensed by the State of California who, under subcontract to the prime contractor, specially fabricates and installs a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of one-half of 1 percent of the prime contractor's total bid, or, in the case of bids or offers for the construction of streets or highways, including bridges, in excess of one-half of 1 percent of the prime contractor's total bid or ten thousand dollars ($10,000), whichever is greater." "(b) The portion of the work which will be done by each such subcontractor under this act. The prime contractor shall list only one subcontractor for each such portion as is defined by the prime contractor in his bid." If the Contractor fails to specify a Subcontractor, or specifies more than one Subcontractor for the same portion of the work to be performed under the Contract (in excess of one-half of 1 percent of the Contractor's total Bid), the Contractor shall be qualified to perform that portion itself, and shall perform that portion itself, except as otherwise provided in the Code. As provided in Section 4107, no Contractor whose Bid is accepted shall substitute any person as Subcontractor in place of the Subcontractor listed in the original Bid, except for causes and by procedures established in Section 4107.5. This section provides procedures to correct a clerical error in the listing of a Subcontractor. Section 4110 provides that a Contractor violating any of the provisions of the Chapter violates the Contract and the Board may exercise the option either to cancel the Contract or assess the Contractor a penalty in an amount of not more than 10 percent of the subcontract involved, after a public hearing. 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 Revised 06/10/09 Contract No. 5503-1 Page 61 of 107 Pages 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 Board 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 Board 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. 2-3.2 Additional Responsibility. The Contractor shall give personal attention to the fulfillment of the Contract and shall keep the Work under its control. The Contractor shall perform, with its own organization, Contract work amounting to at least 50 percent of the Contract Price except that any designated "Specialty Items" may be performed by subcontract, and the amount of any such "Specialty Items" so performed may be deducted from the Contract Price before computing the amount required to be performed by the Contractor with its own organization. "Specialty Items" will be identified by the Agency in the Bid or Proposal. Where an entire item is subcontracted, the value of work subcontracted will be based on the Contract Unit Price. When a portion of an item is subcontracted, the value of work subcontracted will be based on the estimated percentage of the Contract Unit Price. This will be determined from information submitted by the Contractor, and subject to approval by the Engineer. Before the work of any Subcontractor is started, the Contractor shall submit to the Engineer for approval a written statement showing the work to be subcontracted giving the name and business of each Subcontractor and description and value of each portion of the work to be so subcontracted. 2-3.3 Status of Subcontractors. Subcontractors shall be considered employees of the Contractor, and the Contractor shall be responsible for their work. 2-4 CONTRACT BONDS. Before execution of the Contract, the Bidder shall file surety bonds with the Agency to be approved by the Board in the amounts and for the purposes noted below. Bonds issued by a surety, who is authorized to issue bonds in California, and whose bonding limitation shown in said circular is sufficient to provide bonds in the amount required by the Contract shall be deemed to be approved unless specifically rejected by the Agency. Bonds from all other sureties shall be accompanied by all of the documents enumerated in Code of Civil Procedure 995.660 (a). The Bidder shall pay all bond premiums, costs, and incidentals. Each bond shall incorporate, by reference, the Contract and be signed by both the Bidder and Surety and the signature of the authorized agent of the Surety shall be notarized. 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. 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. Revised 06/10/09 Contract No. 5503-1 Page 62 of 107 Pages 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. Should any bond become insufficient, the Contractor shall renew the bond within 10 days after receiving notice from the Agency. Should any Surety at any time be unsatisfactory to the Board, notice will be given the Contractor to that effect. No further payments shall be deemed due or will be made under the contract until a new Surety shall qualify and be accepted by the Board. Changes in the Work or extensions of time, made pursuant to the Contract, shall in no way release the Contractor or Surety from its obligations. Notice of such changes or extensions shall be waived by the Surety. 2-5 PLANS AND SPECIFICATIONS. 2-5.1 General. The Contractor shall keep at the Work site a copy of the Plans and Specifications, to which the Engineer shall have access at all times. The specifications for the work include the General Provisions, project technical specifications, Carlsbad Engineering Standards (CES), Standard Specifications for Public Works Construction, (SSPWC), Part 2 & 3, and the latest supplements thereto, current edition at the time of bid opening as published by the "Greenbook" Committee of Public Works Standards, Inc., hereinafter designated "SSPWC", as amended. The construction plans consist of one set of drawings designated as City of Carlsbad Drawing No. 466-7. 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 Engineering Standards and Carlsbad Standard Drawings, as issued by the City of Carlsbad and the Carlsbad Municipal Water District, hereinafter designated as CES and CSD, respectively. Copies of some of the pertinent standard drawings are enclosed as an appendix to these General Provisions. The Plans, Specifications, and other Contract Documents shall govern the Work. The Contract Documents are intended to be complementary and cooperative. Anything specified in the Specifications and not shown on the Plans, or shown on the Plans and not specified in the Specifications, shall be as though shown on or specified in both. The Plans shall be supplemented by such working drawings and shop drawings as are necessary to adequately control the Work. The Contractor shall ascertain the existence of any conditions affecting the cost of the Work through a reasonable examination of the Work site prior to submitting the Bid. Revised 06/10/09 Contract No. 5503-1 Page 63 of 107 Pages Existing improvements visible at the Work site, for which no specific disposition is made on the Plans, but which interfere with the completion of the Work, shall be removed and disposed of by the Contractor. The Contractor shall, upon discovering any error or omission in the Plans or Specifications, immediately call it to the attention of the Engineer. 2-5.2 Precedence of Contract Documents. 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) Change orders, whichever occurs last. 3) Contract addenda, whichever occurs last. 4) Contract 5) Carlsbad General Provisions, Technical Specifications, and Supplemental Provisions. 6) Plans. 7) Standards plans. a) City of Carlsbad Standard Drawings. b) Carlsbad Municipal Water District Standard Drawings. c) City of Carlsbad modifications to the San Diego Area Regional Standard Drawings. d) San Diego Area Regional Standard Drawings. e) State of California Department of Transportation Standard Plans. 8) Standard Specifications for Public Works Construction, as amended. 9) Reference Specifications. 10) Manufacturer's Installation Recommendations Detail drawings shall take precedence over general drawings. 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. 2-5.3 Submittals. 2-5.3.1 General. Submittals shall be provided, at the Contractor's expense, as required in 2-5.3.2, 2- 5.3.3 and 2-5.3.4, when required by the Plans or Special Provisions, or when requested by the Engineer. Materials shall neither be furnished nor fabricated, nor shall any work for which submittals are required by performed, before the required submittals have been reviewed and accepted by the Engineer. Neither review nor acceptance of submittals by the Engineer shall relieve the Contractor from responsibility for errors, omissions, or deviations from the Contract Documents, unless such deviations were specifically called to the attention of the Engineer in the letter of transmittal. The Contractor shall be responsible for the correctness of the submittals. The Contractor shall allow a minimum of 20 working days for review of submittals unless otherwise specified in the Special Provisions. Each submittal shall be accompanied by a letter of transmittal. 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 Am¥ Revised 06/10/09 Contract No. 5503-1 Page 64 of 107 Pages 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: 2-5.3.2 Working Drawings. Working drawings are drawings showing details not shown on the Plans which are required to be designed by the Contractor. Working drawings shall be of a size and scale to clearly show all necessary details. Six copies and one reproducible shall be submitted. If no revisions are required, three of the copies will be returned to the Contractor. If revisions are required, the Engineer will return one copy along with the reproducible for resubmission. Upon acceptance, the Engineer will return two of the copies to the Contractor and retain the remaining copies and the reproducible. Working drawings are required in the following sections: TABLE 2-5.3.2 (A) Item Section Number Title Subject 1 2 3 4 5 6 7 8 9 10 11 12 13 7-10.4.1 207-2.5 207-8.4 207-10.2.1 300-3.2 303-1.6.1 303-1.7.1 303-3.1 304-1.1.1 304-1.1.2 304-2.1 306-2.1 306-3.1 Safety Orders Joints Joints General Cofferdams General General General Shop Drawings Falsework Plans General General General Trench Shoring Reinforced Concrete Pipe Vitrified Clay Pipe Fabricated Steel Pipe Structure Excavation & Backfill Falsework Placing Reinforcement Prestressed Concrete Construction Structural Steel Structural Steel Metal Hand Railings Jacking Operations Tunneling Operations Revised 06/1 0/09 Contract No. 5503-1 Page 65 of 107 Pages 14 15 16 17 306-3.4 306-6 306-8 307-4.3 Tunnel Supports Remodeling Existing Sewer Facilities Microtunneling Controller Cabinet Wiring Diagrams Tunneling Operations Polyethylene Liner Installation Microtunneling Operations Traffic Signal Construction Working drawings listed above as Items 5, 6, 8, 9, 10, 12, 13, 14 and 16 shall be prepared by a Civil or Structural Engineer registered by the State of California. 2-5.3.3 Shop Drawings. Shop drawings are drawings showing details of manufactured or assembled products proposed to be incorporated into the Work. Shop drawings required shall be as specified in the Special Provisions. 2-5.3.4 Supporting Information. Supporting information is information required by the Specifications for the purposes of administration of the Contract, analysis for verification of conformance with the Specifications, the operation and maintenance of a manufactured product or system to be constructed as part of the Work, and other information as may be required by the Engineer. Six copies of the supporting information shall be submitted to the Engineer prior to the start of the Work unless otherwise- specified in the Special Provisions or directed by the Engineer. Supporting information for systems shall be bound together and include all manufactured items for the system. If resubmittal is not required, three copies will be returned to the Contractor. Supporting information shall consist of the following and is required unless otherwise specified in the Special Provisions: 1) List of Subcontractors per 2-3.2. 2) List of Materials per 4-1.4. 3) Certifications per 4-1.5. 4) Construction Schedule per 6-1. 5) Confined Space Entry Program per 7-10.4.4. 6) Concrete mix designs per 201-1.1. 7) Asphalt concrete mix designs per 203-6.1. 8) Data, including, but not limited to, catalog sheets, manufacturer's brochures, technical bulletins, specifications, diagrams, product samples, and other information necessary to describe a system, product or item. This information is required for irrigation systems, street lighting systems, and traffic signals, and may also be required for any product, manufactured item, or system. 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. 2-6 WORK TO BE DONE. The Contractor shall perform all work necessary to complete the Contract in a satisfactory manner. Unless otherwise provided, the Contractor shall furnish all materials, equipment, tools, labor, and incidentals necessary to complete the Work. 2-7 SUBSURFACE DATA. All soil and test hole data, water table elevations, and soil analyses shown on the drawings or included in the Specifications apply only at the location of the test holes and to the depths indicated. Soil test reports for test holes which have been drilled are available for inspection at the office of the Engineer. Any additional subsurface exploration shall be done by Bidders or the Contractor at their own expense. The indicated elevation of the water table is that which existed on the date when test hole data was determined. It is the Contractor's responsibility to determine and allow for the elevation of groundwater at the date of project construction. A difference in elevation between groundwater Revised 06/10/09 Contract No. 5503-1 Page 66 of 107 Pages shown in soil boring logs and groundwater actually encountered during construction will not be considered as a basis for extra work. 2-8 RIGHT-OF-WAY. Rights-of-way, easements, or rights-of-entry for the Work will be provided by the Agency. Unless otherwise provided, the Contractor shall make arrangements, pay for, and assume all responsibility for acquiring, using, and disposing of additional work areas and facilities temporarily required. The Contractor shall indemnify and hold the Agency harmless from all claims for damages caused by such actions. 2-9 SURVEYING. 2-9.1 Permanent Survey Markers. 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. 2-9.2 Survey Service. 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. 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 215mm 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 labeled 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. Revised 06/10/09 Contract No. 5503-1 Page 67 of 107 Pages 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. 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. TABLE 2-9.2.2(A) Survey Requirements for Construction Staking Feature Staked Street Centerline Clearing Slope Fence Rough Grade Cuts or Fills > 10 m (33') Final Grade (includes top of: Basement soil, subbase and base) Asphalt Pavement Finish Course Drainage Structures, Pipes & similar Facilities®, ® Curb Traffic Signal © Stake Description ® SDRSM-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 grading area RP, paint on previous course RP + Marker Stake RP + Marker Stake Centerline or Parallel to Centerline Spacing®, ® <1000', Street Intersections, Begin and end of curves, only when shown on the plans lath - Intervisible, < 50' on tangents & < 25' on curves, Painted line - continuous Intervisible and < 50' < 200' on tangents, < 50' on curves when R> 1000' & 25' on curves when R< 1000' <50' < 50' on tangents & curves when R> 1000' & £ 25' on curves when R < 1 000' < 25' or as per the intersection grid points shown on the plan whichever provides the denser information intervisible & < 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 < 25', BC & EC, at 1/4A, 1/2A & %A on curb returns & at beginning & end Vertical locations shall be based on the ultimate elevation of curb and sidewalk Lateral Spacing ®, ® on street centerline at clearing line Grade Breaks &<25' N/A ( constant offset) N/A <:22' edge of pavement, paving pass width, crown line & grade breaks as appropriate ( constant offset) Setting Tolerance (Within) 0.02' Horizontal, also see Section 2-9.2.1 herein 1 ' Horizontal 0.1 'Verticals, Horizontal 0.1' Horizontal 0.1' Verticals Horizontal V Horizontal & V4" Vertical V Horizontal & V Vertical V Horizontal & V4" Vertical J/8" Horizontal & V Vertical Revised 06/10/09 Contract No. 5503-1 Page 68 of 107 Pages Feature Staked Signal Poles & Controller ® Junction Box ® Conduit ® Minor Structure CD Abutment Fill Wall® Major Structure CD Footings, Bents, Abutments & Wingwalls Superstructures Miscellaneous © Contour Grading CD Utilities ®, © Channels, Dikes & Ditches ® Signs CD Subsurface Drains ® Overside Drains ® Markers CD Railings & Barriers ® AC Dikes ® Box Culverts Pavement Markers® Stake Description CD RP + Marker Stake RP + Marker Stake RP + Marker Stake RP + Marker Stake + Line Stake RP + Marker Stake + Line Stake 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 Centerline or Parallel to Centerline Spacing©, © at each pole & controller location at each junction box location < 50' on tangents & curves when R> 1000' & < 25' on curves when R < 1000' or where grade < 0.30% for catch basins: at centerline of box, ends of box & wings & at each end of the local depression © < 50' & along end slopes & conic transitions < 50' and at beginning & end of: each wall, BC & EC, layout line angle points, changes in footing dimensions &/or elevation & wall height 10' to 33' as required by the Engineer, BC & EC, transition points & at beginning & end. Elevation points on footings at bottom of columns 10' to 33' sufficient to use string lines, BC & EC, transition points & at beginning & end. Elevation points on footings at bottom of columns <50' < 50' on tangents & curves when R> 1000' & < 25' on curves when R < 1000' or where grade < 0.30% intervisible & < 100', BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities At sign location intervisible & < 50', BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities longitudinal location for asphalt street surfacing < 50' on tangents & curves when R> 1000' & < 25' on curves when R < 1000'. At beginning & end and < 50' on tangents & curves when R > 1000' & < 25' on curves when R < 1000' At beginning & end 10' to 33' as required by the Engineer, BC & EC, transition points & at beginning & end. Elevation points on footings & at invert 200' on tangents, 50' on curves when R > 1000' & 25' on curves when R < 1000'. For PCC surfaced streets lane cold joints will suffice Lateral Spacing CD, © as appropriate as appropriate as appropriate as appropriate as appropriate 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) Setting Tolerance (Within) J/a" Horizontal & V4" Vertical V Horizontal & V4" Vertical J/8" Horizontal & when depth cannot be measured from existing pavement V4" Vertical J/s" Horizontal & V4" Vertical (when vertical data needed) 0.1 'Verticals Horizontal '/4" Horizontal & 74" Vertical %" Horizontal & 74" Vertical J/8" Horizontal & V Vertical 0.1 'Vertical* Horizontal °/8" Horizontal & '/„" Vertical 0.1' Horizontal & '// Vertical 0.1 'Verticals Horizontal 0.1' Horizontal & V4" Vertical 0.1' Horizontal & V4" Vertical V4" Horizontal %" Horizontal & Vertical 0.1' Horizontal & Vertical V Horizontal & 74" Vertical V4" Horizontal Revised 06/10/09 Contract No. 5503-1 Page 69 of 107 Pages © 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 ® Perpendicular to centerline. ® Some features are not necessarily parallel to centerline but are referenced thereto © 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 fol- lowing 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. 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(6) 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, centerline, 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. 2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections 2- 9.1 through 2-9.2.2 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. 2-9.3 Private Engineers. Surveying by private engineers on the Work shall conform to the quality and practice required by the Engineer. 2-9.4 Line and Grade. All work shall conform to the lines, elevations, and grades shown on the Plans. Three consecutive points set on the same slope shall be used together so that any variation from a straight grade can be detected. Any such variation shall be reported to the Engineer. In the absence of such report, the Contractor shall be responsible for any error in the grade of the finished work. Grades for underground conduits will be set at the surface of the ground. The Contractor shall transfer them to the bottom of the trench. 2-10 AUTHORITY OF BOARD AND ENGINEER. The Board has the final authority in all matters affecting the Work. Within the scope of the Contract, the Engineer has the authority to enforce Revised 06/10/09 Contract No. 5503-1 Page 70 of 107 Pages compliance with the Plans and Specifications. The Contractor shall promptly comply with instructions from the Engineer or an authorized representative. The decision of the Engineer is final and binding on all questions relating to: quantities; acceptability of material, equipment, or work; execution, progress or sequence of work; and interpretation of the Plans, Specifications, or other drawings. This shall be precedent to any payment under the Contract, unless otherwise ordered by the Board. 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. 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. 2-11 INSPECTION. The Work is subject to inspection and approval by the Engineer. The Contractor shall notify the Engineer before noon of the working day before inspection is required. Work shall be done only in the presence of the Engineer, unless otherwise authorized. Any work done without proper inspection will be subject to rejection. The Engineer and any authorized representatives shall at all times have access to the Work during its construction at shops and yards as well as the project site. The Contractor shall provide every reasonable facility for ascertaining that the materials and workmanship are in accordance with these specifications. Inspection of the Work shall not relieve the Contractor of the obligation to fulfill all conditions of the Contract. SECTION 3 - CHANGES IN WORK 3-1 CHANGES REQUESTED BY THE CONTRACTOR. 3-1.1 General. Changes in the Plans and Specifications, requested in writing by the Contractor, which do not materially affect the Work and which are not detrimental to the Work or to the interests of the Agency, may be granted by the Engineer. Nothing herein shall be construed as granting a right to the Contractor to demand acceptance of such changes. 3-1.2 Payment for Changes Requested by the Contractor. If such changes are granted, they shall be made at a reduction in cost or no additional cost to the Agency. Revised 06/10/09 Contract No. 5503-1 Page 71 of 107 Pages 3-2 CHANGES INITIATED BY THE AGENCY. 3-2.1 General. The Agency may change the Plans, Specifications, character of the work, or quantity of work provided the total arithmetic dollar value of all such changes, both additive and deductive, does not exceed 25 percent of the Contract Price. Should it become necessary to exceed this limitation, the change shall be by written Supplemental Agreement between the Contractor and Agency, unless both parties agree to proceed with the change by Change Order. Change Orders shall be in writing and state the dollar value of the change or established method of payment, any adjustment in contract time of completion, and when negotiated prices are involved, shall provide for the Contractor's signature indicating acceptance. 3-2.2 Payment. 3-2.2.1 Contract Unit Prices. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does not involve substantial change in character of the work from that shown on the Plans or specified in the Specifications, then an adjustment in payment will be made. This adjustment will be based upon the increase or decrease in quantity and the Contract Unit Price. If the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications varies from the Bid quantity by 50 percent or less, payment will be made at the Contract Unit Price. If the actual quantity of said item of work varies from the Bid quantity by more than 50 percent, payment will be made per Section 3-2.2.2 or 3-2.2.3 as appropriate. If a change is ordered in an item of work covered by a Contract Unit Price, and such change does involve a substantial change in the character of the work from that shown on the Plans or specified in the Specifications, an adjustment in payment will be made per Section 3-2.4. 3-2.2.2 Increases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price and constructed in conformance with the Plans and Specifications, exceed the Bid quantity by more than 50 percent, payment for the quantity in excess of 150 percent of the Bid quantity will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3. The Extra Work per Section 3-3, basis of payment, shall not include fixed costs. Fixed costs shall be deemed to have been recovered by the Contractor through payment for 150 percent of the Bid quantity at the Contract Unit Price. 3-2.2.3 Decreases of More Than 50 Percent. Should the actual quantity of an item of work covered by a Contract Unit Price, and constructed in conformance with the Plans and Specifications, be less than 50 percent of the Bid quantity, an adjustment in payment will not be made unless so requested in writing by the Contractor. If the Contractor so requests, payment will be made on the basis of an adjustment in the Contract Unit Price mutually agreed to by the Contractor and the Agency, or at the option of the Engineer, on the basis of Extra Work per Section 3-3; however, in no case will payment be less than would be made for the actual quantity at the Contract Unit Price nor more than would be made for 50 percent of the Bid quantity at the Contract Unit Price. 3-2.3 Stipulated Unit Prices. Stipulated Unit Prices are unit prices established by the Agency in the Contract Documents as distinguished from Contract Unit Prices submitted by the Contractor. Stipulated Unit Prices may be used for the adjustment of Contract changes when so specified in the Special Provisions. 3-2.4 Agreed Prices. Agreed Prices are prices for new or unforeseen work, or adjustments in Contract Unit Prices per Section 3-2.2, established by mutual agreement between the Contractor and Revised 06/10/09 Contract No. 5503-1 Page 72 of 107 Pages the Agency. If mutual agreement can not be reached, the Engineer may direct the Contractor to proceed on the basis of Extra Work in accordance per Section 3-3, except as otherwise specified in Sections 3-2.2.2 and 3-2.2.3. 3.2.4.1 Schedule of Values. Prior to construction, Contractor shall provide a schedule of values for all lump sum bid items that shall be used for the purpose of progress payments. The prices shall be valid for the purpose of change orders to the project. 3.2.5 Eliminated Items. Should any Bid item be eliminated in its entirety, payment will be made to the Contractor for its actual costs incurred in connection with the eliminated item prior to notification in writing from the Engineer so stating its elimination. If material conforming to the Plans and Specifications is ordered by the Contractor for use in the eliminated item prior to the date of notification of elimination by the Engineer, and if the order for that material can not be canceled, payment will be made to the Contractor for the actual cost of the material. In this case, the material shall become the property of the Agency. Payment will be made to the Contractor for its actual costs for any further handling. If the material is returnable, the material shall be returned and payment will be made to the Contractor for the actual cost of charges made by the supplier for returning the material and for handling by the Contractor. Actual costs, as used herein, shall be computed on the basis of Extra Work per Section 3-3. 3-3 EXTRA WORK. 3-3.1 General. New or unforeseen work will be classified as "extra work" when the Engineer determines that it is not covered by Contract Unit Prices or stipulated unit prices. 3-3.2 Payment. 3-3.2.1 General. When the price for the extra work cannot be agreed upon, the Agency will pay for the extra work based on the accumulation of costs as provided herein. 3-3.2.2 Basis for Establishing Costs. (a) Labor. The costs of labor will be the actual cost for wages of workers performing the extra work at the time the extra work is done, plus employer payments of payroll taxes, workers compensation insurance, liability insurance, health and welfare, pension, vacation, apprenticeship funds, and other direct costs, resulting from Federal, State, or local laws, as well as assessments or benefits required by lawful collective bargaining agreements. The use of a labor classification which would increase the extra work cost will not be permitted unless the Contractor establishes the necessity for such additional costs. Labor costs for equipment operators and helpers shall be reported only when such costs are not included in the invoice for equipment rental. The labor cost for foremen shall be proportioned to all of their assigned work and only that applicable to extra work will be paid. Nondirect labor costs, including superintendence, shall be considered part of the markup of Section 3-3.2.3 (a). (b) Materials. The cost of materials reported shall be at invoice or lowest current price at which such materials are locally available and delivered to the job site in the quantities involved, plus sales tax, freight, and delivery. Revised 06/10/09 Contract No. 5503-1 Page 73 of 107 Pages The Agency reserves the right to approve materials and sources of supply, or to supply materials to the Contractor if necessary for the progress of the Work. No markup shall be applied to any material provided by the Agency. (c) Tool and Equipment Rental. No payment will be made for the use of tools which have a replacement value of $200 or less. 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. The rental rates paid shall include the cost of fuel, oil, lubrication, supplies, small tools, necessary attachments, repairs and maintenance of any kind, depreciation, storage, insurance, and all incidentals. Necessary loading and transportation costs for equipment used on the extra work shall be included. If equipment is used intermittently and, when not in use, could be returned to its rental source at less expense to the Agency than holding it at the Work site, it shall be returned, unless the Contractor elects to keep it at the Work site, at no expense to the Agency. All equipment shall be acceptable to the Engineer, in good working condition, and suitable for the purpose for which it is to be used. Manufacturer's ratings and approved modifications shall be used to classify equipment and it shall be powered by a unit of at least the minimum rating recommended by the manufacturer. The reported rental time for equipment already at the Work site shall be the duration of its use on the extra work. This time begins when equipment is first put into actual operation on the extra work, plus the time required to move it from its previous site and back, or to a closer site. (d) Other Items. The Agency may authorize other items which may be required on the extra work, including labor, services, material, and equipment. These items must be different in their nature from those required for the Work, and be of a type not ordinarily available from the Contractor or Subcontractors. Invoices covering all such items in detail shall be submitted with the request for payment. (e) Invoices. Vendors' invoices for material, equipment rental and other expenditures shall be submitted with the request for payment. If the request for payment is not substantiated by invoices or other documentation, the Agency may establish the cost of the item involved at the lowest price which was current at the time of the report. 3-3.2.3 Markup. (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. Revised 06/10/09 Contract No. 5503-1 Page 74 of 107 Pages (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. When the price for the extra work cannot be agreed upon, the Contractor shall submit a daily report to the Engineer on forms approved by the Agency. Included are applicable delivery tickets, listing all labor, materials, and equipment involved for that day, and other services and expenditures when authorized. 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. Failure to submit the daily report by the close of the next working day may waive any rights for that day. An attempt shall be made to reconcile the report daily, and it shall be signed by the Engineer and the Contractor. In the event of disagreement, pertinent notes shall be entered by each party to explain points which cannot be resolved immediately. Each party shall retain a signed copy of the report. Reports by Subcontractors or others shall be submitted through the Contractor. The report shall: 1. Show names of workers, classifications, and hours worked. 2. Describe and list quantities of materials used. 3. Show type of equipment, size, identification number, and hours of operation, including loading and transportation, if applicable. 4. Describe other services and expenditures in such detail as the Agency may require. 3-4 CHANGED CONDITIONS. The Contractor shall promptly notify the Engineer of the following Work site conditions (hereinafter called changed conditions), in writing, upon their discovery and before they are disturbed: 1. Subsurface or latent physical conditions differing materially from those represented in the Contract; 2. Unknown physical conditions of an unusual nature differing materially from those ordinarily encountered and generally recognized as inherent in work of the character be- ing performed; and 3. Material differing from that represented in the Contract which the Contractor believes may be 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. The Engineer will promptly investigate conditions which appear to be changed conditions. If the Engineer determines that conditions are changed conditions and they will materially affect performance time, the Contractor, upon submitting a written request, will be granted an extension of time subject to the provisions of 6-6. If the Engineer determines that the conditions do not justify an adjustment in compensation, the Contractor will be notified in writing. This notice will also advise the Contractor of its obligation to notify the Engineer in writing if the Contractor disagrees. Revised 06/10/09 Contract No. 5503-1 Page 75 of 107 Pages The Contractor's failure to give notice of changed conditions promptly upon their discovery and before they are disturbed shall constitute a waiver of all claims in connection therewith. 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. 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. 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. If the contractor and the agency are unable to reach agreement on disputed work, the Agency may direct the contractor to proceed with the work. 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: m^ Revised 06/10/09 Contract No. 5503-1 Page 76 of 107 Pages 1. Project Inspector 2. Construction Manager 3. Deputy City Engineer, Construction Management & Inspection 4. City Engineer 5. City Manager 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 Revised 06/10/09 Contract No. 5503-1 Page 77 of 107 Pages 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. (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. Revised 06/10/09 Contract No. 5503-1 Page 78 of 107 Pages (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. (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. Although not to be construed as proceeding under extra work provisions, the Contractor shall keep and furnish records of disputed work in accordance with Section 3-3. SECTION 4 - CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP. 4-1.1. General. All materials, parts, and equipment furnished by the Contractor in the Work shall be new, high grade, and free from defects. Quality of work shall be in accordance with the generally accepted standards. Material and work quality shall be subject to the Engineer's approval. Materials and work quality not conforming to the requirements of the Specifications shall be considered defective and will be subject to rejection. Defective work or material, whether in place or not, shall be removed immediately from the site by the Contractor, at its expense, when so directed by the Engineer. If the Contractor fails to replace any defective or damaged work or material after reasonable notice, the Engineer may cause such work or materials to be replaced. The replacement expense will be deducted from the amount to be paid to the Contractor. Used or secondhand materials, parts, and equipment may be used only if permitted by the Specifications. 4-1.2 Protection of Work and Materials. The Contractor shall provide and maintain storage facilities and employ such measures as will preserve the specified quality and fitness of materials to be used in the Work. Stored materials shall be reasonably accessible for inspection. The Contractor shall also adequately protect new and existing work and all items of equipment for the duration of the Contract. The Contractor shall not, without the Agency's consent, assign, sell, mortgage, hypothecate, or remove equipment or materials which have been installed or delivered and which may be necessary for the completion of the Contract. 4-1.3 Inspection Requirements. 4-1.3.1 General. Unless otherwise specified, inspection is required at the source for such typical materials and fabricated items as bituminous paving mixtures, structural concrete, metal fabrication, metal casting, welding, concrete pipe manufacture, protective coating application, and similar shop or plant operations. Revised 06/10/09 Contract No. 5503-1 Page 79 of 107 Pages Steel pipe in sizes less than 18 inches and vitrified clay and cast iron pipe in all sizes are acceptable upon certification as to compliance with the Specifications, subject to sampling and testing by the Agency. Standard items of equipment such as electric motors, conveyors, elevators, plumbing fixtures, etc., are subject to inspection at the job site only. Special items of equipment such as designed electrical panel boards, large pumps, sewage plant equipment, etc., are subject to inspection at the source, normally only for performance testing. The Specifications may require inspection at the source for other items not typical of those listed in this section. 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. 4-1.3.2 Inspection of Materials Not Locally Produced. When the Contractor intends to purchase materials, fabricated products, or equipment from sources located more than 50 miles outside the geographical limits of the Agency, an inspector or accredited testing laboratory (approved by the Engineer), shall be engaged by the Contractor at its expense, to inspect the materials, equipment or process. This approval shall be obtained before producing any material or equipment. The inspector or representative of the testing laboratory shall judge the materials by the requirements of the Plans and Specifications. The Contractor shall forward reports required by the Engineer. No material or equipment shall be shipped nor shall any processing, fabrication or treatment of such materials be done without proper inspection by the approved agent. Approval by said agent shall not relieve the Contractor of responsibility for complying with the Contract requirements. 4-1.3.3 Inspection by the Agency. The Agency will provide all inspection and testing laboratory services within 50 miles of the geographical limits of the Agency. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the permittee. 4-1.4 Test of Material. Before incorporation in the Work, the Contractor shall submit samples of materials, as the Engineer may require, at no cost to the Agency. The Contractor, at its expense, shall deliver the materials for testing to the place and at the time designated by the Engineer. Unless otherwise provided, all initial testing will be performed under the direction of the Engineer, and at no expense to the Contractor. If the Contractor is to provide and pay for testing, it will be stated in the Specifications. For private contracts, the testing expense shall be borne by the permittee. The Contractor shall notify the Engineer in writing, at least 15 days in advance, of its intention to use materials for which tests are specified, to allow sufficient time to perform the tests. The notice shall name the proposed supplier and source of material. If the notice of intent to use is sent before the materials are available for testing or inspection, or is sent so far in advance that the materials on hand at the time will not last but will be replaced by a new lot prior to use on the Work, it will be the Contractor's responsibility to renotify the Engineer when samples which are representative may be obtained. Except as specified in these 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, Technical Specification, and any Supplemental Provisions. The cost of all other tests shall be borne by the Contractor. Revised 06/10/09 Contract No. 5503-1 Page 80 of 107 Pages 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. 4-1.5 Certification. The Engineer may waive materials testing requirements of the Specifications and accept the manufacturer's written certification that the materials to be supplied meet those requirements. Material test data may be required as part of the certification. 4-1.6 Trade Names or Equals. The Contractor may supply any of the materials specified or offer an equivalent. The Engineer shall determine whether the material offered is equivalent to that specified. Adequate time shall be allowed for the Engineer to make this determination. Whenever any particular material, process, or equipment is indicated by patent, proprietary or brand name, or by name of manufacturer, such wording is used for the purpose of facilitating its description and shall be deemed to be followed by the words or equal. A listing of materials is not intended to be comprehensive, or in order of preference. The Contractor may offer any material, process, or equipment considered to be equivalent to that indicated. The substantiation of offers shall be submitted as provided in the contract documents. The Contractor shall, at its expense, furnish data concerning items offered by it as equivalent to those specified. The Contractor shall have the material tested as required by the Engineer to determine that the quality, strength, physical, chemical, or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfill its intended function. Test methods shall be subject to the approval of the Engineer. Test results shall be reported promptly to the Engineer, who will evaluate the results and determine if the substitute item is equivalent. The Engineer's findings shall be final. Installation and use of a substitute item shall not be made until approved by the Engineer. If a substitute offered by the Contractor is not found to be equal to the specified material, the Contractor shall furnish and install the specified material. The specified Contract completion time shall not be affected by any circumstance developing from the provisions of this section. 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 06/10/09 Contract No. 5503-1 Page 81 of 107 Pages 4-1.7 Weighing and Metering Equipment. All scales and metering equipment used for proportioning materials shall be inspected for accuracy and certified within the past 12 months by the State of California Bureau of Weights and Measures, by the County Director or Sealer of Weights and Measures, or by a scale mechanic registered with or licensed by the County. The accuracy of the work of a scale service agency, except as stated herein, shall meet the standards of the California Business and Professions Code and the California Code of Regulations pertaining to weighing devices. A certificate of compliance shall be presented, prior to operation, to the Engineer for approval and shall be renewed whenever required by the Engineer at no cost to the Agency. All scales shall be arranged so they may be read easily from the operator's platform or area. They shall indicate the true net weight without the application of any factor. The figures of the scales shall be clearly legible. Scales shall be accurate to within 1 percent when tested with the plant shut down. Weighing equipment shall be so insulated against vibration or moving of other operating equipment in the plant area that the error in weighing with the entire plant running will not exceed 2 percent for any setting nor 1.5 percent for any batch. 4-1.8 Calibration of Testing Equipment. Testing equipment, such as, but not limited to pressure gages, metering devices, hydraulic systems, force (load) measuring instruments, and strain- measuring devices shall be calibrated by a testing agency acceptable to the Engineer at intervals not to exceed 12 months and following repairs, modification, or relocation of the equipment. Calibration certificates shall be provided when requested by the Engineer. 4-1.9 Construction Materials Dispute Resolution (Soils, Rock Materials, Concrete, Mortar and Related Materials, Masonry Materials, Bituminous Materials, Rock Products, and Modified Asphalts). In the interest of safety and public value, whenever credible evidence arises to contradict the test values of materials, the Agency and the Contractor will initiate an immediate and cooperative investigation. Test values of materials are results of the materials' tests, as defined by these Specifications or by the special provisions, required to accept the Work. Credible evidence is process observations or test values gathered using industry accepted practices. A contradiction exists whenever test values or process observations of the same or similar materials are diverse enough such that the work acceptance or performance becomes suspect. The investigation shall allow access to all test results, procedures, and facilities relevant to the disputed work and consider all available information and, when necessary, gather new and additional information in an attempt to determine the validity, the cause, and if necessary, the remedy to the contradiction. If the cooperative investigation reaches any resolution mechanism acceptable to both the Agency and the Contractor, the contradiction shall be considered resolved and the cooperative investigation concluded. Whenever the cooperative investigation is unable to reach resolution, the investigation may then either conclude without resolution or continue by written notification of one party to the other requesting the implementation of a resolution process by committee. The continuance of the investigation shall be contingent upon recipient's agreement and acknowledged in writing within 3 calendar days after receiving a request. Without acknowledgement, the investigation shall conclude without resolution. The committee shall consist of three State of California Registered Civil Engineers. Within 7 calendar days after the written request notification, the Agency and the Contractor will each select one engineer. Within 14 calendar days of the written request notification, the two selected engineers will select a third engineer. The goal in selection of the third member is to complement the professional experience of the first two engineers. Should the two engineers fail to select the third engineer, the Agency and the Contractor shall each propose 2 engineers to be the third member within 21 calendar days after the written request notification. The first two engineers previously selected shall then select one of the four proposed engineers in a blind draw. The committee shall be a continuance of the cooperative investigation and will re-consider all available information and if necessary gather new and additional information to determine the validity, the Revised 06/10/09 Contract No. 5503-1 Page 82 of 107 Pages cause, and if necessary, the remedy to the contradiction. The committee will focus upon the performance adequacy of the material(s) using standard engineering principles and practices and to ensure public value, the committee may provide engineering recommendations as necessary. Unless otherwise agreed, the committee will have 30 calendar days from its formation to complete their review and submit their findings. The final resolution of the committee shall be by majority opinion, in writing, stamped and signed. Should the final resolution not be unanimous, the dissenter may attach a written, stamped, and signed minority opinion. Once started, the resolution process by committee shall continue to full conclusion unless: 1. Within 7 days of the formation of the committee, the Agency and the Contractor reach an acceptable resolution mechanism; or 2. Within 14 days of the formation of the committee, the initiating party withdraws its written notification and agrees to bear all investigative related costs thus far incurred; or 3. At any point by the mutual agreement of the Agency and the Contractor. Unless otherwise agreed, the Contractor shall bear and maintain a record for all the investigative costs until resolution. Should the investigation discover assignable causes for the con- tradiction, the assignable party, the Agency or the Contractor, shall bear all costs asso- ciated with the investigation. Should assignable causes for the contradiction extended to both parties, the investigation will assign costs cooperatively with each party or when ne- cessary, equally. Should the investigation substantiate a contradiction without assignable cause, the investigation will assign costs cooperatively with each party or when neces- sary, equally. Should the investigation be unable to substantiate a contradiction, the in- itiator of the investigation shall bear all investigative costs. All claim notification require- ments of the contract pertaining to the contradiction shall be suspended until the investi- gation is concluded. 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. Revised 06/10/09 Contract No. 5503-1 Page 83 of 107 Pages SECTION 5 - UTILITIES 5-1 LOCATION. 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. Where underground main distribution conduits such as water, gas, sewer, electric power, telephone, or cable television are shown on the Plans, the Contractor shall assume that every property parcel will be served by a service connection for each type of utility. As provided in Section 4216 of the California Government Code, at least 2 working days prior to commencing any excavation, the Contractor shall contact the regional notification center (Underground Service Alert of Southern California) and obtain an inquiry identification number. The California Department of Transportation is not required by Section 4216 to become a member of the regional notification center. The Contractor shall contact it for location of its subsurface installations. The Contractor shall determine the location and depth of all utilities, including service connections, which have been marked by the respective owners and which may affect or be affected by its operations. If no pay item is provided in the Contract for this work, full compensation for such work shall be considered as included in the prices bid for other items of work. 5-2 PROTECTION. The Contractor shall not interrupt the service function or disturb the support of any utility without authority from the owner or order from the Agency. All valves, switches, vaults, and meters shall be maintained readily accessible for emergency shutoff. Where protection is required to ensure support of utilities located as shown on the Plans or in accordance with Section 5-1, the Contractor shall, unless otherwise provided, furnish and place the necessary protection at its expense. Upon learning of the existence and location of any utility omitted from or shown incorrectly on the Plans, the Contractor shall immediately notify the Engineer in writing. When authorized by the Engineer, support or protection of the utility will be paid for as provided in Section 3-2.2.3 or 3-3. The Contractor shall immediately notify the Engineer and the utility owner if any utility is disturbed or damaged. The Contractor shall bear the costs of repair or replacement of any utility damaged if located as noted in Section 5-1. When placing concrete around or contiguous to any non-metallic utility installation, the Contractor shall at its expense: 1. Furnish and install a 2 inch cushion of expansion joint material or other similar resilient material; or 2. Provide a sleeve or other opening which will result in a 2 inch minimum-clear annular space between the concrete and the utility; or 3. Provide other acceptable means to prevent embedment in or bonding to the concrete. Where concrete is used for backfill or for structures which would result in embedment, or partial embedment, of a metallic utility installation; or where the coating, bedding or other cathodic protection system is exposed or damaged by the Contractor's operations, the Contractor shall notify Revised 06/10/09 Contract No. 5503-1 Page 84 of 107 Pages the Engineer and arrange to secure the advice of the affected utility owner regarding the procedures required to maintain or restore the integrity of the system. 5-3 REMOVAL. Unless otherwise specified, the Contractor shall remove all interfering portions of utilities shown on the Plans or indicated in the Bid documents as "abandoned" or "to be abandoned in place". Before starting removal operations, the Contractor shall ascertain from the Agency whether the abandonment is complete, and the costs involved in the removal and disposal shall be included in the Bid for the items of work necessitating such removals. 5-4 RELOCATION. When feasible, the owners responsible for utilities within the area affected by the Work will complete their necessary installations, relocations, repairs, or replacements before commencement of work by the Contractor. When the Plans or Specifications indicate that a utility installation is to be relocated, altered, or constructed by others, the Agency will conduct all negotiations with the owners and work will be done at no cost to the Contractor, except for manhole frame and cover sets to be brought to grade as provided in the Standard Specifications for Public Works Construction, Section 301-1.6, 2009 Edition. Utilities which are relocated in order to avoid interference shall be protected in their position and the cost of such protection shall be included in the Bid for the items of work necessitating such relocation. After award of the Contract, portions of utilities which are found to interfere with the Work will be relocated, altered or reconstructed by the owners, or the Engineer may order changes in the Work to avoid interference. Such changes will be paid for in accordance with Section 3-2. When the Plans or Specifications provide for the Contractor to alter, relocate, or reconstruct a utility, all costs for such work shall be included in the Bid for the items of work necessitating such work. Temporary or permanent relocation or alteration of utilities requested by the Contractor for its convenience shall be its responsibility and it shall make all arrangements and bear all costs. The utility owner will relocate service connections as necessary within the limits of the Work or within temporary construction or slope easements. When directed by the Engineer, the Contractor shall arrange for the relocation of service connections as necessary between the meter and property line, or between a meter and the limits of temporary construction or slope easements. The relocation of such service connections will be paid for in accordance with provisions of Section 3-3. Payment will include the restoration of all existing improvements which may be affected thereby. The Contractor may agree with the owner of any utility to disconnect and reconnect interfering service connections. The Agency will not be involved in any such agreement. 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. 5-5 DELAYS. The Contractor shall notify the Engineer of its construction schedule insofar as it affects the protection, removal, or relocation of utilities. Said notification shall be included as a part of Revised 06/1 0/09 Contract No. 5503-1 Page 85 of 1 07 Pages the construction schedule required in Section 6-1. The Contractor shall notify the Engineer in writing of any subsequent changes in the construction schedule which will affect the time available for protection, removal, or relocation of utilities. The Contractor will not be entitled to damages or additional payment for delays attributable to utility relocations or alterations if correctly located, noted, and completed in accordance with Section 5-1. The Contractor may be given an extension of time for unforeseen delays attributable to unreasonably protracted interference by utilities in performing work correctly shown on the Plans. The Agency will assume responsibility for the timely removal, relocation, or protection of existing main or trunkline utility facilities within the area affected by the Work if such utilities are not identified in the Contract Documents. The Contractor will not be assessed liquidated damages for any delay caused by failure of Agency to provide for the timely removal, relocation, or protection of such existing facilities. If the Contractor sustains loss due to delays attributable to interferences, relocations, or alterations not covered by Section 5-1, which could not have been avoided by the judicious handling of forces, equipment, or plant, there shall be paid to the Contractor such amount as the Engineer may find to be fair and reasonable compensation for such part of the Contractor's actual loss as was unavoidable and the Contractor may be granted an extension of time. 5-6 COOPERATION. When necessary, the Contractor shall so conduct its operations as to permit access to the Work site and provide time for utility work to be accomplished during the progress of the Work. SECTION 6 - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. 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 10 calendar days after receipt of the "Notice to Proceed". 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. 6-1.1 The construction schedule shall be provided and comply with the requirement of Section 6-1.1 of the SSPWC 2009 Edition. 6-1.3 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. To minimize public inconvenience and possible hazard and to restore street and other work areas to their original condition and state of usefulness as soon as practicable, the Contractor shall diligently prosecute the Work to completion. If the Engineer determines that the Contractor is failing to prosecute the Work to the proper extent, the Contractor shall, upon orders from the Engineer, immediately take steps to remedy the situation. All costs of prosecuting the Work as described herein Revised 06/10/09 Contract No. 5503-1 Page 86 of 107 Pages shall be included in the Contractor's Bid. Should the Contractor fail to take the necessary steps to fully accomplish said purposes, after orders of the Engineer, the Engineer may suspend the work in whole or part, until the Contractor takes said steps. As soon as possible under the provisions of the Specifications, the Contractor shall backfill all excavations and restore to usefulness all improvements existing prior to the start of the Work. If Work is suspended through no fault of the Agency, all expenses and losses incurred by the Contractor during such suspensions shall be borne by the Contractor. If the Contractor fails to properly provide for public safety, traffic, and protection of the Work during periods of suspension, the Agency may elect to do so, and deduct the cost thereof from monies due the Contractor. Such actions will not relieve the Contractor from liability. 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 rehabilitation of sewer pipeline as shown on Drawing No. 466-7 including the installation of cured-in-place pipe lining systems along with miscellaneous related work. 6-2.2.1 Phasing Work. There are multiple site locations included in this contract. The systematic phasing of the work shall be provided in the project schedule. 6-2.2.2 Weekend and Night Work. Night work or weekend may be required to complete the work. Cost related 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". 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. 6-3 SUSPENSION OF WORK. 6-3.1 General. The Work may be suspended in whole or in part when determined by the Engineer that the suspension is necessary in the interest of the Agency. The Contractor shall comply immediately with any written order of the Engineer. Such suspension shall be without liability to the Contractor on the part of the Agency except as otherwise specified in Section 6-6.3. 6-3.2 Archaeological and Paleontological Discoveries. If discovery is made of items of archaeological or paleontological interest, the Contractor shall immediately cease excavation in the area of discovery and shall not continue until ordered by the Engineer. When resumed, excavation operations within the area of discovery shall be as directed by the Engineer. Discoveries which may be encountered may include, but not be limited to, dwelling sites, stone implements or other artifacts, animal bones, human bones, and fossils. The Contractor shall be entitled to an extension of time and compensation in accordance with the provisions of Section 6-6. A•^ Revised 06/10/09 Contract No. 5503-1 Page 87 of 107 Pages 6-4 DEFAULT BY CONTRACTOR. If the Contractor fails to begin delivery of material and equipment, to commence the Work within the time specified, to maintain the rate of delivery of material, to execute the Work in the manner and at such locations as specified, or fails to maintain the Work schedule which will insure the Agency's interest, or, if the Contractor is not carrying out the intent of the Contract, the Agency may serve written notice upon the Contractor and the Surety on its Faithful Performance Bond demanding satisfactory compliance with the Contract. The Contract may be canceled by the Board without liability for damage, when in the Board's opinion the Contractor is not complying in good faith, has become insolvent, or has assigned or subcontracted any part of the Work without the Board's consent. In the event of such cancellation, the Contractor will be paid the actual amount due based on Contract Unit Prices or lump sums bid and the quantity of the Work completed at the time of cancellation, less damages caused to the Agency by acts of the Contractor. The Contractor, in having tendered a Bid, shall be deemed to have waived any and all claims for damages because of cancellation of Contract for any such reason. If the Agency declares the Contract canceled for any of the above reasons, written notice to that effect shall be served upon the Surety. The Surety shall, within five (5) days, assume control and perform the Work as successor to the Contractor. If the Surety assumes any part of the Work, it shall take the Contractor's place in all respects for that part, and shall be paid by the Agency for all work performed by it in accordance with the Contract. If the Surety assumes the entire Contract, all money due the Contractor at the time of its default shall be payable to the Surety as the Work progresses, subject to the terms of the Contract. If the Surety does not assume control and perform the Work within 5 days after receiving notice of cancellation, or fails to continue to comply, the Agency may exclude the Surety from the premises. The Agency may then take possession of all material and equipment and complete the Work by Agency forces, by letting the unfinished Work to another Contractor, or by a combination of such methods. In any event, the cost of completing the Work shall be charged against the Contractor and its Surety and may be deducted from any money due or becoming due from the Agency. If the sums due under the Contract are insufficient for completion, the Contractor or Surety shall pay to the Agency within 5 days after the completion, all costs in excess of the sums due. The provisions of this section shall be in addition to all other rights and remedies available to the Agency under law. 6-5 TERMINATION OF CONTRACT. The Board may terminate the Contract at its own discretion or when conditions encountered during the Work make it impossible or impracticable to proceed, or when the Agency is prevented from proceeding with the Contract by act of God, by law, or by official action of a public authority. 6-6 DELAYS AND EXTENSIONS OF TIME. 6-6.1 General. If delays are caused by unforeseen events beyond the control of the Contractor, such delays will entitle the Contractor to an extension of time as provided herein, but the Contractor will not be entitled to damages or additional payment due to such delays, except as provided in 6-6.3. Such unforeseen events may include: war, government regulations, labor disputes, strikes, fires, floods, adverse weather or elements necessitating cessation of work, inability to obtain materials, labor or equipment, required extra work, or other specific events as may be further described in the Specifications. No extension of time will be granted for a delay caused by the Contractor's inability to obtain materials unless the Contractor furnishes to the Engineer documentary proof, the proof must be Revised 06/10/09 Contract No. 5503-1 Page 88 of 107 Pages provided in a timely manner in accordance with the sequence of the Contractor's operations and the approved construction schedule. If delays beyond the Contractor's control are caused by events other than those mentioned above, the Engineer may deem an extension of time to be in the best interests of the Agency. The Contractor will not be entitled to damages or additional payment due to such delays, except as provided in Section 6-6.3. If delays beyond the Contractor's control are caused solely by action or inaction by the Agency, such delays will entitle the Contractor to an extension of time as provided in Section 6-6.2. 6-6.2 Extensions of Time. Extensions of time, when granted, will be based upon the effect of delays to the Work. They will not be granted for noncontrolling delays to minor portions of the Work unless it can be shown that such delays did or will delay the progress of the Work. 6-6.3 Payment for Delays to Contractor. The Contractor will be compensated for damages incurred due to delays for which the Agency is responsible. Such actual costs will be determined by the Engineer. The Agency will not be liable for damages which the Contractor could have avoided by any reasonable means, such as judicious handling of forces, equipment, or plant. The determination of what damages the Contractor could have avoided will be made by the Engineer. 6-6.4 Written Notice and Report. 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 model 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. 6-7.1 General. The Contractor shall complete the Work within the time set forth in the Contract. The Contractor shall complete each portion of the Work within such time as set forth in the Contract for such portion. The time of completion of the Contract shall be expressed in working days. The Contractor shall diligently prosecute the work to completion within 80 working days after the starting date specified in the Notice to Proceed. 6-7.2 Working Day. A working day is any day within the period between the start of the Contract time as defined in Section 6-1 and the date provided for completion, or upon field acceptance by the Engineer for all work provided for in the Contract, whichever occurs first, other than: 1. Saturday, 2. Sunday, 3. any day designated as a holiday by the Agency, 4. any other day designated as a holiday in a Master Labor Agreement entered into by the Contractor or on behalf of the Contractor as an eligible member of a contractor association, 5. any day the Contractor is prevented from working at the beginning of the workday for cause as defined in Section 6-6.1, Revised 06/1 0/09 Contract No. 5503-1 Page 89 of 1 07 Pages 6. any day the Contractor is prevented from working during the first 5 hours with at least 60 percent of the normal work force for cause as defined in Section 6-6.1. 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. 6-7.3 Contract Time Accounting. The Engineer will make a daily determination of each working day to be charged against the Contract time. These determinations will be discussed and the Contractor will be furnished a periodic statement showing allowable number of working days of Contract time, as adjusted, at the beginning of the reporting period. The statement will also indicate the number of working days charged during the reporting period and the number of working days of Contract time remaining. If the Contractor does not agree with the statement, it shall file a written protest within 15 days after receipt, setting forth the facts of the protest. Otherwise, the statement will be deemed to have been accepted. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY. The Work will be inspected by the Engineer for acceptance upon receipt of the Contractor's written assertion that the Work has been completed. 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 Board. Upon such certification by the Engineer the Board may accept the completed Work. Upon the Board'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. 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. The Contractor shall replace or repair any such defective work in a manner satisfactory to the Engineer, after notice to do so from the Engineer, and within the time specified in the notice. If the Contractor fails to make such replacement or repairs within the time specified in the notice, the Agency may perform this work and the Contractor's sureties shall be liable for the cost thereof. 6-9 LIQUIDATED DAMAGES. Failure of the Contractor to complete the Work within the time allowed will result in damages being sustained by the Agency. For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted in accordance with Section 6-6, the Contractor shall pay the Agency, or have withheld monies due it, the sum of five hundred Dollars ($500.00). Such sum is liquidated damages and shall not be construed as a penalty, and may be deducted from payments due the Contractor if such delay occurs. Execution of the Contract shall constitute agreement by the Agency and Contractor that five hundred Dollars 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. Revised 06/10/09 Contract No. 5503-1 Page 90 of 107 Pages 6-10 USE OF IMPROVEMENT DURING CONSTRUCTION. The Agency reserves the right to take over and utilize all or part of any completed facility or appurtenance. The Contractor will be notified in writing in advance of such action. Such action by the Agency will relieve the Contractor of responsibility for injury or damage to said completed portions of the improvement resulting from use by public traffic or from the action of the elements or from any other cause, except Contractor operations or negligence. The Contractor will not be required to reclean such portions of the improvement before field acceptance, except for cleanup made necessary by its operations. Nothing in this section shall be construed as relieving the Contractor from full responsibility for correcting defective work or materials. In the event the Agency exercises its right to place into service and utilize all or part of any completed facility or appurtenance, the Agency will assume the responsibility and liability for injury to persons or property resulting from the utilization of the facility or appurtenance so placed into service, except for any such injury to persons or property caused by any willful or negligent act or omission by the Contractor, Subcontractor, their officers, employees, or agents. SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR 7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES. The Contractor shall furnish and maintain in good condition all equipment and facilities as required for the proper execution and inspection of the Work. Such equipment and facilities shall meet all requirements of applicable ordinances and laws. 7-2 LABOR. 7-2.1 General. Only competent workers shall be employed on the Work. Any person employed who is found to be incompetent, intemperate, troublesome, disorderly, or otherwise objectionable, or who fails or refuses to perform work properly and acceptably, shall be immediately removed from the Work by the Contractor and not be reemployed on the Work. 7-2.2 Laws. The Contractor, its agents, and employees shall be bound by and comply with applicable provisions of the Labor Code and Federal, State, and local laws related to labor. The Contractor shall strictly adhere to the provisions of the Labor Code regarding minimum wages; the 8-hour day and 40-hour week; overtime; Saturday, Sunday, and holiday work; and nondiscrimina- tion because of race, color, national origin, sex, or religion. The Contractor shall forfeit to the Agency the penalties prescribed in the Labor Code for violations. 7-3 LIABILITY INSURANCE. Insurance shall be required as specified in section 10 of the Public Works Contract. The cost of this insurance shall be included in the Contractor's Bid. 7-4 WORKERS' COMPENSATION INSURANCE. Before execution of the Contract by the Board, the Contractor shall file with the Engineer the following signed certification: "I am aware of the provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for workers' compensation or to undertake self-insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract." A•^ Revised 06/10/09 Contract No. 5503-1 Page 91 of 107 Pages The Contractor shall also comply with Section 3800 of the Labor Code by securing, paying for, and maintaining in full force and effect for the duration of the contract, complete Workers' Compensation Insurance, and shall furnish a Certificate of Insurance to the Engineer before execution of the Contract. The Agency, its officers, or employees, will not be responsible for any claims in law or equity occasioned by failure of the Contractor to comply with this paragraph. All compensation insurance policies shall bear an endorsement or shall have attached a rider whereby it is provided that, in the event of expiration or proposed cancellation of such policies for any reason whatsoever, the Agency shall be notified by registered mail not less than 30 days before expiration or cancellation is effective. 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. 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. The Contractor shall obtain and pay for all costs incurred for permits necessitated by its operations such as, but not limited to, those permits required for night work, overload, blasting, and demolition. For private contracts, the Contractor shall obtain all permits incidental to the Work or made necessary by its operations, and pay all costs incurred by the permit requirements. The Contractor shall pay all business taxes or license fees that are required for the work. 7-5.1 Resource Agency Permits. No resource agency permits are required for the work described on the contract plans, Dwg 466-7. 7-5.2 Relations with the Railroad. 7-5.2.1 General. The Contractor shall cooperate with the North County Transit District (NCTD), the Burlington Northern and Santa Fe Railway (BNSF) and the National Railway Passenger Corporation (AMTRAK), herein after collectively referred to as Railroad. It is understood the Railroad shall have absolute authority and right to cause the Contractor's work on the Railroad Property to cease. 7-5.2.2 Right of Entry Permit. It shall be the responsibility of the Contractor to obtain a "Right of Entry" Permit from the North County Transit District Board, (The Board), prior to the commencement of any work. A Sample Permit is included in Appendix 'C', of these supplemental provisions. All fees and costs associated with obtaining and complying with the terms of this permit, including but not limited to engineering review, submittal review, railway flaggers and construction inspection, shall be the responsibility of the Contractor, and no other payment will be allowed, except as specified herein. All fees and costs associated with obtaining and complying with the terms of the Right of Entry permit shall be the responsibility of the Contractor. Contractor may be required to make a deposit to NCTD. The deposit to NCTD will be required prior to the issuance of the Right of Entry permit. Any portion of the deposit remaining after acceptance of the contract by the City will be returned to the Contractor. Payment to the Contractor for all costs associated with obtaining and complying with the Right of Entry permit shall be considered as included in various items of work and no additional compensation will be allowed therefore. The Contractor after receipt of the Right of Entry Permit Revised 06/10/09 Contract No. 5503-1 Page 92 of 107 Pages approved by the Board shall furnish the Engineer with two copies of the executed Right of Entry permit. 7-5.2.3 Railroad Requirements The Contractor shall notify NCTD in writing at least ten (10) working days prior to commencement of work on Railroad Right of Way at: North County Transit District 810 Mission Avenue Oceanside, CA 92504 (760) 966-6504 (760) 754-9403 FAX The details of construction, including proposed method of setup to perform the work shall be submitted to the railroad for approval and shall not be undertaken without approval and shall not be undertaken until approval by the Railroad is given. All persons entering into the railroad right of way will be required to attend a preconstruction Railroad Safety Training course conducted by NCTD. No additional compensation to Contractor will be allowed for attendance at a Railroad Safety Training course. 7-5.2.4 Requirements for use of Railway Flaggers. The presence of equipment, materials, or manpower will not be allowed within 25 feet of the centerline of any track without the presence of Railway Flaggers. The Contractor shall be responsible for coordination with NCTD to schedule Railway Flaggers. Costs for Railway Flaggers shall be the responsibility of the Contractor and subtracted from the deposit made to NCTD. The current cost for Railway flaggers average $600.00 per day. 7-5.2.5 Railroad Insurance. Contractor shall provide NCTD proof of liability insurance with limits of $2,000,000 per occurrence and $6,000,000 aggregate and no exclusion of working in the vicinity of a railroad. Insurance shall name the City and its representatives as additionally insured under the aforementioned limits. Payment for insurance shall be considered as included in the various bid items and no separate payment will be made therefore 7-5.2.3 Railroad Fees. The following fees are estimated for this project and payment for these fees shall be considered as included in the various bid items and no separate payment will be made therefore: Permit Fee: $1,000.00 Contractor Safety Class: $350.00 Engineering Review: $1,500.00 7-6 THE CONTRACTOR'S REPRESENTATIVE. Before starting work, the Contractor shall designate in writing a representative who shall have complete authority to act for it. An alternative representative may be designated as well. The representative or alternate shall be present at the Work site whenever work is in progress or whenever actions of the elements necessitate its presence to take measures necessary to protect the Work, persons, or property. Any order or communication given to this representative shall be deemed delivered to the Contractor. A joint venture shall designate only one representative and alternate. In the absence of the Contractor or its representative, instructions or directions may be given by the Engineer to the superintendent or person in charge of the specific work to which the order applies. Such order shall be complied with promptly and referred to the Contractor or its representative. Revised 06/10/09 Contract No. 5503-1 Page 93 of 107 Pages In order to communicate with the Agency, the Contractor's representative, superintendent, or person in charge of specific work shall be able to speak, read, and write the English language. 7-7 COOPERATION AND COLLATERAL WORK. The Contractor shall be responsible for ascertaining the nature and extent of any simultaneous, collateral, and essential work by others. The Agency, its workers and contractors and others, shall have the right to operate within or adjacent to the Work site during the performance of such work. The Agency, the Contractor, and each of such workers, contractors and others, shall coordinate their operations and cooperate to minimize interference. The Contractor shall include in its Bid all costs involved as a result of coordinating its work with others, the Contractor will not be entitled to additional compensation from the Agency for damages resulting from such simultaneous, collateral, and essential work. If necessary to avoid or minimize such damage or delay, the Contractor shall redeploy its work force to other parts of the Work. Should the Contractor be delayed by the Agency, and such delay could not have been reasonably foreseen or prevented by the Contractor, the Engineer will determine the extent of the delay, the effect on the project, and any extension of time. 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. 7-8 PROJECT SITE MAINTENANCE. 7-8.1 Cleanup and Dust Control. Throughout all phases of construction, including suspension of work, and until the final acceptance, the Contractor shall keep the site clean and free from rubbish and debris. The Contractor shall also abate dust nuisance by cleaning, sweeping and sprinkling with water, or other means as necessary. The use of water resulting in mud on public streets will not be permitted as a substitute for sweeping or other methods. When required by the Plans or Specifications, the Contractor shall furnish and operate a self-loading motor sweeper with spray nozzles at least once each working day for the purpose of keeping paved areas acceptably clean wherever construction, including restoration, is incomplete. Materials and equipment shall be removed from the site as soon as they are no longer necessary. Before the final inspection, the site shall be cleared of equipment, unused materials, and rubbish so as to present a satisfactory clean and neat appearance. All cleanup costs shall be included in the Contractor's Bid. Care shall be taken to prevent spillage on haul routes. Any such spillage shall be removed immediately and the area cleaned. Excess excavation material from catch basins or similar structures shall be removed from the site immediately. Sufficient material may remain for use as backfill if permitted by the Specifications. Forms and form lumber shall be removed from the site as soon as practicable after stripping. Failure of the Contractor to comply with the Engineer's cleanup orders may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension. Revised 06/10/09 Contract No. 5503-1 Page 94 of 107 Pages 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. 7-8.2 Air Pollution Control. The Contractor shall not discharge smoke, dust, or any other air contaminants into the atmosphere in such quantity as will violate the regulations of any legally constituted authority. 7-8.3 Vermin Control. At the time of acceptance, structures entirely constructed under the Contract shall be free of rodents, insects, vermin, and pests. Necessary extermination work shall be arranged and paid for by the Contractor as part of the Work within the Contract time, and shall be performed by a licensed exterminator in accordance with requirements of governing authorities. The Contractor shall be liable for injury to persons or property and responsible for the elimination of offensive odors resulting from extermination operations. 7-8.4 Sanitation. The Contractor shall provide and maintain enclosed toilets for the use of employees engaged in the Work. These accommodations shall be maintained in a neat and sanitary condition. They shall also comply with all applicable laws, ordinances, and regulations pertaining to public health and sanitation of dwellings and camps. Wastewater shall not be interrupted. Should the Contractor disrupt existing sewer facilities, sewage shall be conveyed in closed conduits and disposed of in a sanitary sewer system. Sewage shall not be permitted to flow in trenches or be covered by backfill. 7-8.5 Temporary Light, Power, and Water. The Contractor shall furnish, install, maintain, and remove all temporary light, power, and water at its own expense. These include piping, wiring, lamps, and other equipment necessary for the Work. The Contractor shall not draw water from any fire hydrant (except to extinguish a fire), without obtaining permission from the water agency concerned. 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. The Contractor shall exercise every reasonable precaution to protect channels, storm drains, and bodies of water from pollution. It shall conduct and schedule operations so as to minimize or avoid muddying and silting of said channels, drains, and waters. Water pollution control work shall consist of constructing those facilities which may be required to provide prevention, control, and abatement of water pollution. According to the Volume 4, Storm Water Standards Manual of the City of Carlsbad Engineering Standards, Rev 6/4/2008, this project requires a Storm Water Pollution Prevention Plan (SWPPP) of level Tier 1 , as described within said document. Contractor shall provide a SWPPP Tier 1 and comply with those requirements. All cost associated with SWPPP including implementation shall be considered part of the bid cost no additional payment will be made. 7-8.7 Drainage Control. The Contractor shall maintain drainage within and through the work areas. Earth dams will not be permitted in paved areas. Temporary dams of sandbags, asphaltic Revised 06/1 0/09 Contract No. 5503-1 Page 95 of 1 07 Pages concrete, or other acceptable material will be permitted when necessary. Such dams shall be removed from the site as soon as their use is no longer necessary. 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. 7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. The Contractor shall be responsible for the protection of public and private property adjacent to the Work and shall exercise due caution to avoid damage to such property. The Contractor shall repair or replace all existing improvements within the right-of-way which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, signs, utility installations, pavement, structures, etc.) which are damaged or removed as a result of its operations. When a portion of a sprinkler system within the right-of-way must be removed, the remaining lines shall be capped. Repairs and replacements shall be at least equal to existing improvements and shall match them in finish and dimension. Maintenance of street and traffic signal systems that are damaged, temporarily removed or relocated shall be done in conformance with 307-1.5. Trees, lawns, and shrubbery that are not to be removed shall be protected from damage or injury. If damaged or removed due to Contractor's operations, they shall be restored or replaced in as nearly the original condition and location as is reasonably possible. Lawns shall be reseeded and covered with suitable mulch. The Contractor shall give reasonable notice to occupants or owners of adjacent property to permit them to salvage or relocate plants, trees, fences, sprinklers, and other improvements, within the right-of-way which are designated for removal and would be destroyed because of the Work. All costs to the Contractor for protecting, removing, and restoring existing improvements shall be included in the Bid. 7-10 PUBLIC CONVENIENCE AND SAFETY. 7-10.1 Traffic and Access. The Contractor's operations shall cause no unnecessary inconvenience. The access rights of the public shall be considered at all times. Unless otherwise authorized, traffic shall be permitted to pass through the Work, or an approved detour shall be provided. Safe and adequate pedestrian and vehicular access shall be provided and maintained to: fire hydrants; commercial and industrial establishments; churches, schools and parking lots; service stations and motels; hospitals; police and fire stations; and establishments of similar nature. Access to these facilities shall be continuous and unobstructed unless otherwise approved by the Engineer. Safe and adequate pedestrian zones and public transportation stops, as well as pedestrian crossings of the Work at intervals not exceeding 90 m (300 feet), shall be maintained unless otherwise approved by the Engineer. Vehicular access to residential driveways shall be maintained to the property line except when necessary construction precludes such access for reasonable periods of time. If backfill has been completed to the extent that safe access may be provided, and the street is opened to local traffic, the Contractor shall immediately clear the street and driveways and provide and maintain access. A•^ Revised 06/10/09 Contract No. 5503-1 Page 96 of 107 Pages The Contractor shall cooperate with the various parties involved in the delivery of mail and the collection and removal of trash and garbage to maintain existing schedules for these services. Grading operations, roadway excavation and fill construction shall be conducted by the Contractor in a manner to provide a reasonably satisfactory surface for traffic. When rough grading is completed, the roadbed surface shall be brought to a smooth, even condition satisfactory for traffic. Unless otherwise authorized, work shall be performed in only one-half the roadway at one time. One half shall be kept open and unobstructed until the opposite side is ready for use. If one-half a street only is being improved, the other half shall be conditioned and maintained as a detour. 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. During overlay operations, the Contractors schedule for overlay application shall be designated to provide residents and business owners whose streets are to be overlaid sufficient paved parking within an 800 foot distance from their homes or businesses. 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. 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 72 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 72 hours in advance of the rescheduled work. If the work is delayed or rescheduled the no parking signs shall be removed and re-posted 72 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. The contractor shall replace all street markings and striping damaged by construction activities. Revised 06/10/09 Contract No. 5503-1 Page 97 of 107 Pages The Contractor shall include in its Bid all costs for the above requirements. 7-10.2 Storage of Equipment and Materials in Public Streets. Construction materials shall not be stored in streets, roads, or highways for more than 5 days after unloading. All materials or equipment not installed or used in construction within 5 days after unloading shall be stored elsewhere by the Contractor at its expense unless authorized additional storage time. Construction equipment shall not be stored at the Work site before its actual use on the Work nor for more than 5 days after it is no longer needed. Time necessary for repair or assembly of equipment may be authorized by the Engineer. Excavated material, except that which is to be used as backfill in the adjacent trench, shall not be stored in public streets unless otherwise permitted. After placing backfill, all excess material shall be removed immediately from the site. 7-10.3 Street Closures, Detours, Barricades. The Contractor shall comply with all applicable State, County, and City requirements for closure of streets. The Contractor shall provide barriers, guards, lights, signs, temporary bridges, flagpersons, and watchpersons. The Contractor shall be responsible for compliance with additional public safety requirements which may arise. The Contractor shall furnish and install signs and warning devices and promptly remove them upon completion of the Work. 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 (extension 2937) ................... (760) 438-2980 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. The Contractor shall secure approval, in advance, from authorities concerned for the use of any bridges proposed by it for public use. Temporary bridges shall be clearly posted as to load limit, with signs and posting conforming to current requirements covering "signs" as set forth in the Traffic Manual published by the California Department of Transportation. This manual shall also apply to the street closures, barricades, detours, lights, and other safety devices required. All costs involved shall be included in the Bid. Traffic controls shall be in accordance with the plans, The California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) and these 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 06/1 0/09 Contract No. 5503-1 Page 98 of 1 07 Pages 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. let 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 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 6' 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 25' intervals to a point not less than 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 W20-1 (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. 7-10.3.2 Maintaining Traffic. The Contractor's personnel shall not work closer than 6', nor operate equipment within 2' from any traffic lane occupied by traffic. For equipment the 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 1 paved traffic lanes, not less than 12' wide, shall be open for use by public traffic in each direction of travel. 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, California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) and provisions under "Maintaining Traffic" elsewhere in these 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. Revised 06/10/09 Contract No. 5503-1 Page 99 of 107 Pages 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. 7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe operations, traffic shall be controlled with lane closures, as provided for under "Traffic Control System for Lane Closure" of these Supplemental Provisions or by use of an alternative traffic control plan proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic striping operations using an alternative plan until the Contractor has submitted its plan to the Engineer and has received the Engineer's written approval of said plan. 7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished, placed, maintained and removed in accordance with the minimum standards specified in the California Manual on Uniform Traffic Control Devices (FHWA MUTCD 2003 Revision 1, as amended for use in California) published by CALTRANS. Whenever the work causes obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall be provided at all times for traveled ways open to public traffic. All work necessary, including any required lines or marks, to establish the alignment of temporary pavement delineation shall be performed by the Contractor. When temporary pavement delineation is removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed by grinding. Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material. Temporary pavement delineation shall not be applied over existing pavement delineation or other temporary pavement delineation. Temporary pavement delineation shall be maintained until superseded or replaced with permanent pavement delineation. Temporary pavement delineation shall be removed when, as determined by the Engineer, the temporary pavement delineation conflicts with the permanent pavement delineation or with a new traffic pattern for the area and is no longer required for the direction of public traffic. When temporary pavement delineation is required to be removed, all lines and marks used to establish the alignment of the temporary pavement delineation shall be removed. 7-10.3.6 Preparation of 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 traveled 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 traveled surface differs from the finished pavement elevation vertical curves must also be shown. A•^ Revised 06/10/09 Contract No. 5503-1 Page 100 of 107 Pages 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. 7-10.4 Safety. 7-10.4.1 Safety Orders. The Contractor shall have at the Work site, copies or suitable extracts of: Construction Safety Orders, Tunnel Safety Orders and General Industry Safety Orders issued by the State Division of Industrial Safety. The Contractor shall comply with provisions of these and all other applicable laws, ordinances, and regulations. Before excavating any trench 5 feet or more in depth, the Contractor shall submit a detailed plan to the Agency showing the design of shoring, bracing, sloping, or other provisions to be made for the workers' protection from the hazard of caving ground during the excavation of such trench. If the plan varies from the shoring system standards, the plan shall be prepared by a registered Civil Engineer. No excavation shall start until the Engineer has accepted the plan and the Contractor has obtained a permit from the State Division of Industrial Safety. A copy of the permit shall be submitted to the Engineer. Payment for performing all work necessary to provide safety measures shall be included in the prices bid for other items of work except where separate bid items for excavation safety are provided, or required by law. 7-10.4.2 Use of Explosives. Explosives may be used only when authorized in writing by the Engineer, or as otherwise stated in the Specifications. Explosives shall be handled, used, and stored in accordance with all applicable regulations. The Engineer's approval of the use of explosives shall not relieve the Contractor from liability for claims caused by blasting operations. 7-10.4.3 Special Hazardous Substances and Processes. Materials that contain hazardous substances or mixtures may be required on the Work. A Material Safety Data Sheet as described in Section 5194 of the California Code of Regulations shall be requested by the Contractor from the manufacturer of any hazardous products used. Material usage shall be accomplished with strict adherence to California Division of Industrial Safety requirements and all manufacturer warnings and application instructions listed on the Material Safety Data Sheet and on the product container label. The Contractor shall notify the Engineer if a specified product cannot be used under safe conditions. 7-10.4.4 Confined Spaces. (a) Confined Space Entry Program. The Contractor shall be responsible for implementing, administering and maintaining a confined space entry program (CSEP) in accordance with Sections 51 56, 51 57 and 51 58, Title 8, CCR. Prior to starting the Work, the Contractor shall prepare and submit its comprehensive CSEP to the Engineer. The CSEP shall address all potential physical and environmental hazards and contain procedures for safe entry into confined spaces, including, but not limited to the following: Revised 06/10/09 Contract No. 5503-1 Page 101 of 107 Pages 1. Training of personnel 2. Purging and cleaning the space of materials and residue 3. Potential isolation and control of energy and material inflow 4. Controlled access to the space 5. Atmospheric testing of the space 6. Ventilation of the space 7. Special hazards consideration 8. Personal protective equipment 9. Rescue plan provisions The Contractor's submittal shall include the names of its personnel, including subcontractor personnel, assigned to the project who will have CSEP responsibilities, their CSEP training, and their specific assignment and responsibility in carrying out the CSEP. (b) Permit-Required Confined Spaces. Entry into permit-required confined spaces as defined in Section 5157, Title 8, CCR may be required as a part of the Work. All manholes, tanks, vaults, pipelines, excavations, or other enclosed or partially enclosed spaces shall be considered permit- required confined spaces until the pre-entry procedures demonstrate otherwise. The Contractor shall implement a permit space program prior to performing any work in a permit-required confined space. A copy of the permit shall be available at all times for review by Contractor and Agency personnel at the Work site. (c) Payment. Payment for implementing, administering, and providing all equipment and personnel to perform the CSEP shall be included in the bid items for which the CSEP is required. 7-10.4.5 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. 7-11 PATENT FEES OR ROYALTIES. The Contractor shall absorb in its Bid the patent fees or royalties on any patented article or process furnished or used in the Work. The Contractor shall indemnify and hold the Agency harmless from any legal action that may be brought for infringement of patents. 7-12 ADVERTISING. The names, addresses and specialties of Contractors, Subcontractors, architects, or engineers may be displayed on removable signs. The size and location shall be subject to the Engineer's approval. Commercial advertising matter shall not be attached to or painted on the surfaces of buildings, fences, canopies, or barricades. 7-13 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of State and National laws and County and Municipal ordinances and regulations which in any manner affect those employed in the Work or the materials used in the Work or in any way affect the conduct of the Work. The Contractor shall at all times observe and comply with such laws, ordinances, and regulations. 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 Revised 06/10/09 Contract No. 5503-1 Page 102 of 107 Pages and Game Code, the conditions established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of the contract. 7-14 ANTITRUST CLAIMS. Section 7103.5 of the Public Contract Code provides: "In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the contractor or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or Cartwright Act (Chapter 2 [commencing with Section 16700] of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or subcontract. The assignment shall be made and become effective at the time the awarding body tenders final payment to the contractor, without further acknowledgment of the parties." SECTION 8 - FACILITIES FOR AGENCY PERSONNEL 8-1 GENERAL. Field office for Agency personnel is not required. SECTION 9 - MEASUREMENT AND PAYMENT 9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK. 9-1.1 General. Unless otherwise specified, quantities of work shall be determined from measurements or dimensions in horizontal planes. However, linear quantities of pipe, piling, fencing and timber shall be considered as being the true length measured along longitudinal axis. Unless otherwise provided in Specifications, volumetric quantities shall be the product of the mean area of vertical or horizontal sections and the intervening horizontal or vertical dimension. The planimeter shall be considered an instrument of precision adapted to measurement of all areas. 9-1.2 Methods of Measurement. Materials and items of work which are to be paid for on basis of measurement shall be measured in accordance with methods stipulated in the particular sections involved. 9-1.3 Certified Weights. When payment is to be made on the basis of weight, the weighing shall be done on certified platform scales or, when approved by the Engineer, on a completely automated weighing and recording system. The Contractor shall furnish the Engineer with duplicate licensed weighmaster's certificates showing actual net weights. The Agency will accept the certificates as evidence of weights delivered. 9-1.4 Units of Measurement. The system of measure for this contract shall be the U.S. Standard Measures. 9-2 LUMP SUM WORK. Items for which quantities are indicated "Lump Sum", "L.S.", or "Job", shall be paid for at the price indicated in the Bid. Such payment shall be full compensation for the items of work and all work appurtenant thereto. When required by the Specifications or requested by the Engineer, the Contractor shall submit to the Engineer within 15 days after award of Contract, a detailed schedule in triplicate, to be used only as a basis for determining progress payments on a lump sum contract or designated lump sum bid item. This schedule shall equal the lump sum bid and shall be in such form and sufficiently detailed as to satisfy the Engineer that it correctly represents a reasonable apportionment of the lump sum. A•^ Revised 06/10/09 Contract No. 5503-1 Page 103 of 107 Pages 9-3 PAYMENT 9-3.1 General. The quantities listed in the Bid schedule will not govern final payment. Payment to the Contractor will be made only for actual quantities of Contract items constructed in accordance with the Plans and Specifications. Upon completion of construction, if the actual quantities show either an increase or decrease from the quantities given in the Bid schedule, the Contract Unit Prices will prevail subject to the provisions of Section 3-2.2.1. The unit and lump sum prices to be paid shall be full compensation for the items of work and all appurtenant work, including furnishing all materials, labor, equipment, tools, and incidentals. Payment will not be made for materials wasted or disposed of in a manner not called for under the Contract. This includes rejected material not unloaded from vehicles, material rejected after it has been placed, and material placed outside of the Plan lines. No compensation will be allowed for disposing of rejected or excess material. Payment for work performed or materials furnished under an Assessment Act Contract will be made as provided in particular proceedings or legislative act under which such contract was awarded. Whenever any portion of the Work is performed by the Agency at the Contractor's request, the cost thereof shall be charged against the Contractor, and may be deducted from any amount due or becoming due from the Agency. Whenever immediate action is required to prevent injury, death, or property damage, and precautions which are the Contractor's responsibility have not been taken and are not reasonably expected to be taken, the Agency may, after reasonable attempt to notify the Contractor, cause such precautions to be taken and shall charge the cost thereof against the Contractor, or may deduct such cost from any amount due or becoming due from the Agency. Agency action or inaction under such circumstances shall not be construed as relieving the Contractor or its Surety from liability. Payment shall not relieve the Contractor from its obligations under the Contract; nor shall such payment be construed to be acceptance of any of the Work. Payment shall not be construed as the transfer of ownership of any equipment or materials to the Agency. Responsibility of ownership shall remain with the Contractor who shall be obligated to store any fully or partially completed work or structure for which payment has been made; or replace any materials or equipment required to be provided under the Contract which may be damaged, lost, stolen or otherwise degraded in any way prior to acceptance of the Work, except as provided in Section 6-10. Guarantee periods shall not be affected by any payment but shall commence on the date of recordation of the "Notice of Completion." If, within the time fixed by law, a properly executed notice to stop payment is filed with the Agency, due to the Contractor's failure to pay for labor or materials used in the Work, all money due for such labor or materials will be withheld from payment to the Contractor in accordance with applicable laws. At the expiration of 35 days from the date of acceptance of the Work by the Board, or as prescribed by law, the amount deducted from the final estimate and retained by the Agency will be paid to the Contractor except such amounts as are required by law to be withheld by properly executed and filed notices to stop payment, or as may be authorized by the Contract to be further retained. 9-3.2 Partial and Final Payment. The Engineer will, after award of Contract, establish a closure date for the purpose of making monthly progress payments. The Contractor may request in writing that such monthly closure date be changed. The Engineer may approve such request when it is compatible with the Agency's payment procedure. Am¥ Revised 06/10/09 Contract No. 5503-1 Page 104 of 107 Pages 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 these General Provisions. 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. From each progress estimate, 10 percent will be deducted and retained by the Agency, and the remainder less the amount of all previous payments will be paid. After 50 percent of the Work has been completed and if progress on the Work is satisfactory, the deduction to be made from remaining progress estimates and from the final estimate may be limited to $500 or 10 percent of the first half of total Contract amount, whichever is greater. No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9. As provided in Section 22300 of the California Public Contract Code, the Contractor may substitute securities for any monies withheld by the Agency to ensure performance under the Contract. 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 Section 3-5, Disputed Work. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to Revised 06/10/09 Contract No. 5503-1 Page 105 of 107 Pages 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. Except for those final payment items disputed in the written statement required in Section 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 Section 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 Section 3-5, Disputed Work, for those claims remaining in dispute. 9-3.3 Delivered Materials. When provided for in the Specifications, and subject to the limitation and conditions therein, the cost of materials and equipment delivered but not incorporated into the Work will be included in the progress estimate. 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. 9-3.4 Mobilization. When a bid item is included in the Proposal form for mobilization and subject to the conditions and limitations in the Specifications, the costs of work in advance of construction operations and not directly attributable to any specific bid item will be included in the progress estimate. When no such bid item is provided, payment for such costs will be considered to be included in the other items of work. 9-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will be made at the stipulated lump-sum price bid therefore in the bid schedule and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work involved in mobilization and preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct work on and off the project site and other offsite facilities necessary for work on the project; for all other facilities, sureties, work and operations which must be performed or costs incurred prior to beginning work on various contract items on or off the project site, excepting those specifically paid for under separate sections of these specifications. The Contractor hereby agrees that the stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for Mobilization and Preparatory Work. Am¥ Revised 06/10/09 Contract No. 5503-1 Page 106 of 107 Pages Progress payments for Mobilization and Preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the amount bid for Mobilization And Preparatory Work will be allowed. For the second progress payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be allowed therefore. 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. 9-4 BID ITEMS. Payment for each Bid Item shall be made at the quantity and type as listed in the Contractor's Proposal. All work shown or mentioned on the plans, in the Contract Documents, General Provisions, or Technical Provisions/Specifications shall be considered as included in the Bid Items. Contractor must protect existing utilities, improvements, landscaping, irrigation systems, and vegetation in place. If damaged during the work, Contractor is responsible to repair or replace any utilities, improvements, landscaping, irrigation systems, and vegetation at his expense. Clarification of bid items is provided in Section 01025 Measurement and Payment of the Technical Specifications in this contract. Revised 06/10/09 Contract No. 5503-1 Page 107 of 107 Pages TECHNICAL SPECIFICATIONS Index 1. Section 01025 Measurement and Payment 2. Section 11080 Wastewater Bypass and Containment 3. Section 13605 Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers SECTION 01025 MEASUREMENT AND PAYMENT PART 1 - GENERAL A. Work Listed in the Schedule of Work Items 1. Work under this contract will be paid on a unit price or lump-sum basis as outlined on the Bid Form(s) for the quantity of work installed. 2. The unit prices and lump-sum prices include full compensation for furnishing the labor, materials, tools, and equipment and doing all the work involved to complete the work included in the contract documents. 3. The application for payment will be for a specific item based on the percentage completed or quantity installed. The percentage complete will be based on the value of the partially completed work relative to the value of the item when entirely completed and ready for service. 4. Extra work or changes in the Work shall be accomplished as provided in the General Provisions. B. Work Not Listed in the Schedule of Work Items 1. The General Provisions and items in the specifications which are not listed in the schedule of work items of the Bid Form(s) are, in general, applicable to more than one listed work item, and no separate work item is provided therefor. Contractor shall include the cost of work not listed but necessary to complete the project designated in the contract documents in the various listed work items of the Bid Form(s). 2. The bids for the work are intended to establish a total cost for the work in its entirety. Should the Contractor feel that the cost for the work has not been established by specific items in the Bid Form(s), include the cost for that work in some related bid item so that the Proposal for the project reflects the total cost for completing the work in its entirety. 05/13/10 Miscellaneous Sewer Rehabilitation, Measurement and Payment Northwest Quadrant Section 01025-1 PART 2 - MATERIALS A. Description of Bid Items Items A-1, B-1, C- 1,0-1, andE-1 Contract Bonds, Insurance, Encroachment Permits, Rights-of-Entry, Project Management, Mobilization and Preparatory Work - See Section 9-3.4 of the General Provisions. Items A-2, B-2, C- 2, D-2, and E-2 Traffic Control - Bid item shall include complete Traffic Control including preparation and obtaining approval of traffic control plans, furnishing, installing, maintaining traffic control devices during all stages of construction, removing traffic control devices when they are no longer needed, and temporary street striping. The contract lump sum price paid shall be considered full compensation for furnishing all materials, labor, tools, equipment, and all incidentals, necessary to complete the work in accordance with the Standard Specifications and as directed by the Engineer. Items A-3, B-3, C- 3, D-3, and E-3 Video Inspections - The contract lump sum price paid for sewer video inspections shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved to perform the pre- and post-rehabilitation sewer video inspections as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer including, but not limited to, obtaining encroachment permits or right-of-entry permits to work within public or private rights-of-way; furnishing, installation, and removal of traffic control to perform the work; thoroughly cleaning existing sewer (removal of grease, roots, and any obstruction); collection of debris from cleaning the sewer at downstream manholes and removal and disposal of it at a legal disposal site; and delivery of DVDs and written logs of the sewer videos to the Owner. Full compensation for the video inspections and all related work and expenses shall be considered as included in the contract lump sum price and no additional compensation will be allowed. Items A-4, B-4, and C-4 Removal of Protruding Sewer Laterals in the Sewer Main and Preliminary Pipe Repairs - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for the removal of protruding sewer laterals in the sewer main and preliminary pipe repairs by a robotically-controlled device from inside the sewer main without excavation, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. 05/13/10 Miscellaneous Sewer Rehabilitation, Northwest Quadrant Measurement and Payment Section 01025-2 Items A-5, B-5, C- 5, D-4, and E-4 Furnishing and Installing Cured-in-Place Pipe Liners - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for installation of cured-in-place pipe liners inside existing sewers, obtaining encroachment permits or right-of-entry permits to work within public or private rights-of-way, sewer interior surface preparation (final interior sewer cleaning), installation of resin- impregnated cured-in-place pipe (CIPP) liners and performance of the curing process, disposing of effluent from the curing process (if applicable) in compliance with EPA, finishing the liner and repairing leaks at the interface of the manhole and liner, and field and laboratory testing of the cured liner, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. Items A-6, B-6, C- 6, D-5, and E-5 Wastewater Bypass and Containment - The contract lump sum price paid for wastewater bypass and containment shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all the work involved as specified in the Contract's Specifications, "Section 11080, Wastewater Bypass and Containment" and as directed by the Engineer. Full compensation for the preparation and approval of the contractor's sewage spill containment and contingency plan and all related work and expenses shall be considered as included in the contract lump sum price paid for wastewater bypass and containment and no additional compensation will be allowed. Items A-7, B-7, and C-7 Reinstate Sewer Laterals - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for the reinstatement of existing sewer laterals (cutting and removing the cured liner at the sewer inlet to the sewer main) by a robotically-controlled device from inside the sewer main without excavation, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in- Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. Items A-8, B-8, and C-8 Furnish and Install Sewer Lateral Inserts (Top Hat) - The Bid item includes, but not limited to, furnishing all labor, materials, tools, equipment, and incidentals, for furnishing and installing sewer lateral inserts (Top Hat) by a robotically-controlled device from inside the sewer main without excavation and performance of the insert curing process, all as specified by the Contract's Specifications, "Section 13605, Installation of Cured-in-Place Pipe (CIPP) in Existing Sewers" and as directed by the Engineer. END OF SECTION 05/13/10 Miscellaneous Sewer Rehabilitation, Northwest Quadrant Measurement and Payment Section 01025-3 SECTION 11080 WASTEWATER BYPASS AND CONTAINMENT PART 1 - GENERAL A. Description 1. Bypassing sewage for rehabilitation of existing sewers shall be necessary. 2. In lieu of the suggested bypass systems described herein, the Contractor may submit an alternative by-pass plan to the engineer for approval prior to the start of construction. 3. The Contractor shall furnish, install, and operate all necessary piping, pumps, generators, equipment, and appurtenances of sufficient capacity to handle all flows to prevent sewage from backing up into the upstream sewer lines. The sewer flow shall be intercepted, as required for construction, at an upstream manhole, pumped and conveyed in a closed conduit to a downstream manhole until the existing sewer is operational. 4. Bypassing of untreated wastewater to surface water or drainage courses shall not be permitted. Bypass piping layout shall be compatible for vehicular traffic, residence and business access, and shall not block any driveways. 5. The Regional Water Quality Control Board (RWQCB) has the authority to impose stiff fines in case of a sewage spill. The Contractor shall be held responsible for paying fines for a sewage spill due to his operations or any circumstance, which is within his control. These fines shall be deducted from the payments due to the Contractor before disbursing funds. 6. Contractor shall schedule his work so sewer main rehabilitation work between existing manholes is completed within an eight-hour period. B. Suggested Bypass Systems Contractor may elect to provide bypass pumping of wastewater around the work site. If bypass pumping is to be accomplished with engine driven pumps, Contractor shall have an adequate supply of fuel and a standby pump. If bypass pumping is to be accomplished with electric driven pumps, Contractor shall have standby power facilities and a standby pump. In addition, Contractor shall have adequate suction and discharge lines, repair clamps, and other related parts to ensure continuous and uninterrupted operation of pumping equipment. In case of an emergency, Contractor shall also have septic pumping trucks available while wastewater bypass pumping is being performed. Under certain circumstances where bypass pumping from an upstream manhole to a downstream manhole is not physically possible, bypassing wastewater around the work site may need to be accomplished by pumping wastewater from an upstream manhole into a tanker truck and transporting the wastewater to a waste disposal site. In this case, Contractor shall provide a minimum of three tanker trucks and arrange and pay all disposal fees. A minimum of two tanker trucks shall be designated to alternate transporting wastewater to the disposal site while minimum of one standby tanker truck is available in the event that the first truck does not return before the second truck is full. In addition, Contractor shall have adequate suction and discharge lines, repair clamps, 05/13/10 MISCELLANEOUS SEWER REHABILITATION, WASTEWATER BYPASS AND CONTAINMENT NORTHWEST QUADRANT 11080-1 and other related parts to ensure continuous and uninterrupted operation of pumping equipment. C. Submittals 1. The Contractor shall, at least 14 days prior to commencement of work for the installation of pipe, submit to the Engineer for review and approval a Plan (including Contingent Plan) for bypassing sewage flows in the existing sewer system. Bypass Plan shall allow for continuous uninterrupted service to existing sewer connections. Engineer will approve or comment on the Plan as needed. However approval of the plans by the Engineer does not relieve the responsibility of the Contractor to insure successful operation of the bypass plan. The Plan and the Contingent Plan shall be prepared and signed by a California Registered Civil Engineer. 2. The Plan shall include but not be limited to the following: a. Staging areas for pumps b. Sewer plugging method and types of plugs c. Size and location of manholes or access points for suction and discharge piping d. Number, size, material, location and method of installation of suction piping e. Number, size, material, location and method of installation of discharge piping f. Bypass pump sizes, capacity, number of each size to be on site and power requirements g. Calculation of static lift, friction losses, and flow velocity h. Standby power generator size, location i. Schedule for installation of and maintenance of bypass pumping lines j. Plan indicating location of bypass piping PART 2 - MATERIALS A. Piping The bypass piping shall be a continuous piece of polyethylene solid wall piping joined by butt fusion welding, steel pipe with welded or Victualic joints, or a system of Victaulic aluminum piping, couplings, and fittings. Mechanical joints will not be allowed in the polyethylene bypass piping except at the pumps, manifold, and discharge connections. Above ground piping that is exposed to traffic loading shall be continuous piece of steel pipe with a system of Victaulic 05/13/10 MISCELLANEOUS SEWER REHABILITATION, WASTEWATER BYPASS AND CONTAINMENT NORTHWEST QUADRANT 11080-2 couplings and fittings. The bypass pipe shall be of a pressure class that is compatible with the bypass pump. B. Pumps 1. All pumps used shall be fully automatic self-priming units that do not require the use of foot-valves or vacuum pumps in the priming system. The pumps may be electric or diesel powered. 2. All pumps must be constructed to allow dry running for long periods of time to accommodate the cyclical nature of effluent flows. 3. Estimated peak flows for Hemlock Avenue and Redwood Avenue project locations are approximately 125 gpm. Estimated peak flows for Magnolia Avenue under I-5 Freeway, Pio Pico Drive, and Avenue of the Trees project locations are approximately 160 gpm. Bypass pumping capacity shall be 150 percent of the estimated peak flow. Contractor shall investigate flow conditions at time of construction and determine actual capacity required to pass peak flows. PART 3 - EXECUTION A. System Requirements 1. The pump and bypass lines shall be of adequate capacity and size to handle the estimated peak flows. 2. Provide 100 percent backup pumping capacity connected to the primary pump. The bypass system shall be attended at all times. The bypass system may be shut down and full flow restored in the existing system only with prior written approval of the Engineer. 3. The bypass pumping and piping system shall be independently tested at a minimum 50 psi prior to starting construction. 4. During the execution of the Work, the Contractor shall be responsible for continuity of sanitary sewer flows. 5. The pumps shall be equipped with light and/or sound alarms in the event of pump failure. During sewer bypass pumping operations, the pumps shall be continuously attended and monitored by personnel qualified to operate the pumping equipment. This includes after hour periods when the Contractor may not be conducting any construction activities. The personnel monitoring the pump shall be equipped with a cellular telephone so that additional personnel can be contacted in case of an emergency. 6. The Contractor shall have onsite a fully functional and fueled standby pump(s) that can be immediately placed in service if the primary pumping unit malfunctions. Provide backup power supply that is readily connectable in the event of loss of primary power. The cost for the standby unit(s) and backup power shall be included in the cost for the sewer bypass bid item and no additional compensation will be allowed. 05/13/10 MISCELLANEOUS SEWER REHABILITATION, WASTEWATER BYPASS AND CONTAINMENT NORTHWEST QUADRANT 11080-3 7. Power and alarm wires shall be protected in all locations, buried across driveways and traveled way. 8. Manholes shall be covered, safe, and vandal resistant at all times during bypass operations. 9. If sewage backup occurs and enters buildings, the Contractor shall be responsible for clean-up, repair, property damage cost and claims. 10. If sewage backup occurs resulting in overflow and spills, the Contractor shall be responsible for clean-up, repair, property damage cost and claims. B. Contingency Plan for Bypass 1. Prior to starting work, the Contractor shall provide an emergency contingency plan in event of pump, power supply, or pipeline failures, including an emergency contact list. 2. The method of connecting this bypass shall be indicated on the bypass plan submittal. 3. In event of a sewage spill, Contractor shall immediately notify City wastewater personnel Don Wasko at (760) 802-4756 or Jim Gusman at (760) 802-8827 and then follow directions of RWQCB and the Health Department all in accordance with Proposition 65. 4. If necessary, the City forces will clean up the Contractor's spill and run parallel operations at Contractor's cost. 5. The bypass and contingency plans shall be prepared and signed by a California Registered Civil Engineer (R.C.E.). END OF SECTION 05/13/10 MISCELLANEOUS SEWER REHABILITATION, WASTEWATER BYPASS AND CONTAINMENT NORTHWEST QUADRANT 1 \ Q80-4 SECTION 13605 INSTALLATION OF CURED-IN-PLACE PIPE (CIPP) IN EXISTING SEWERS PART 1 - GENERAL This document specifies a cured-in-place pipe (CIPP) liner for the rehabilitation of sanitary sewers. This specification includes quality control measures that mandate a CIPP liner of consistent and high quality. This specification is open to both fiberglass-based CIPP products that are cured with ultraviolet light and felt-based CIPP products that are cured with hot water. It does not include steam-cured CIPP products due to the lack of reliable and established quality control procedures for steam-cured CIPP products. This specification is organized as follows: PART 1 - General PART 2 - Resins PART 3 - Liner PART 4 - Design Parameters PART 5 - Installation PART 6 - Requirements and Testing A. Description The method of rehabilitation shall be cured-in-place pipe (CIPP) as described herein for the sewers listed in this bid document. This method includes (see Detailed Sequence of Work, Part 5 - Installation herein) the following components: 1. Cleaning (including removal of grease, roots, and any obstructions) 2. Pre-rehabilitation video inspection of the cleaned sewer before the sewer is lined 3. Identification of existing sewer laterals 4. Grinding and removing protruding sewer laterals by remote methods 5. Performing preliminary repairs of damaged joints or sewer pipe by remote methods 6. Installation of a resin-impregnated cured-in-place pipe (CIPP) liner into the existing sewer 7. Curing CIPP liner by ultraviolet light or hot water curing process as specified by the resin manufacturer 8. Reopening sewer lateral inlets into the sewer main 9. Post-rehabilitation video inspection after the sewer is lined 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-1 10. CIPP liner sampling and testing 11. Clean-up Before final acceptance of each line segment, a post-rehabilitation video inspection and samples of the CIPP shall be taken and tested and approved. Rehabilitation must be completed for the full length from manhole to manhole, resulting in a sound, tight-fitting water- tight CIPP liner with a smooth interior surface. The Contractor shall not revise any material, design values or procedural matters stated or approved herein, without informing the Owner and receiving written approval of the revision. Any revisions without written approval by the Owner shall result in rejection and removal of work done with the unapproved materials or processes at no cost to the Owner. Removal and replacement of any existing improvements, including but not limited to, fences, damage repair to yards, lawns, sidewalks, driveways, and other public or private property, due to actions or processes related to the work being performed shall be included in the cost of the project. Traffic control, confined space entry, and work site protection shall be the responsibility of the Contractor and costs of these items shall be included in the amounts bid for the quantities of work specified. The Contractor shall comply with applicable OSHA trench safety rules. B. Experience Record of Contractors The Contractor shall have successfully managed and completed CIPP rehabilitation projects on lines ranging in size from the smallest line on the project to the largest line on the project within the last three years previous to the bid date. C. Reference Standards 1. ASTM C581 Standard Practice for Determining Chemical Resistance of thermosetting resins used in glass fiber reinforced structures, intended for liquid service. 2. ASTM D543 Test Method for resistance of plastics to chemical reagents. 3. ASTM D790 Test Method(s) for flexural properties of un-reinforced and reinforced plastics and electrical insulating materials. 4- ASTM F1216 (including Appendix Xh Standard practice for rehabilitation of existing pipelines and conduits by the inversion and curing of a resin-impregnated tube (liner). 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-2 5. ASTMF1743-96 Rehabilitation of existing pipelines and conduits by pulled-in-place installation of cured-in-place thermo-setting resin pipe (CIPP). 6. APS Standard Water tightness standard for cured-in-place thermo-setting resin pipe/Porosity Test protocol. 7. ASTMF2019-03 Standard practice for rehabilitation of existing pipelines and conduits by the pulled in place installation of glass reinforced plastic cured-in-place thermosetting resin pipe. D. Housekeeping Containment of sewage and site cleanliness is the responsibility of the Contractor. Fines levied by State and Federal agencies in the event of a spill or unapproved discharge shall be paid by the Contractor. Spill cleanup as well as site cleanup shall be conducted by and paid for by the Contractor. E. Submittals Contractor shall provide the following information with the submittal package: 1. Type of resin to be used. Attach 3rd party test results for chemical corrosion resistance testing (Section 2.02 herein). Attach statement that resin is approved to be used in the proposed CIPP system (see Section 2.02 herein). 2. Initial (laminate design) modulus of elasticity used on this project shall be in accordance with PART 4 - DESIGN PARAMETERS herein. Attach 3rd party test results conducted in the last three (3) years. 3. Initial (laminate design) flexural strength used on this project shall be in accordance with PART 4 - DESIGN PARAMETERS herein. Attach 3rd party test results conducted in the last three (3) years. 4. Long-Term Reduction Factors (50% for felt-based CIPP products and 62.5% for fiberglass-based CIPP products). Attach 3rd party test results conducted in the last three (3) years. 5. Type of Inner liner and Outer liner to be used. Attach manufacturer's or 3rd party certification for both the inner and outer liners stating styrene gas barrier status. 6. Certificate of "direct sizing" - for fiberglass products only. 7. 3rd party test results stating the strength of the seam - for felt products only. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-3 8. Boiler Truck Operator Certification (OSHA) - for thermal cure products only. 9. Distance from wet-out facility to job-site (300 mile maximum distance) - for thermal cure products only. 10. Thickness of each segment of pipe lined. Attach ASTM 1216 wall thickness formula calculations. 11. Manufacturer information about the proposed robotically-controlled device to grind protruding laterals and reinstate laterals from inside sewer main. 12. Proposed curing application. 13. Cured-in-place manufacturer (Insituform Technologies, Inc., Reline America, Inc. or approved equal). NOTICE: FAILURE TO SUBMIT REQUESTED INFORMATION WILL RENDER THE SUBMITTALS INCOMPLETE AND SUBMITTALS WILL BE RETURNED TO CONTRACTOR TO RE-SUBMIT WITH SPECIFIED ITEMS. PART 2 - RESINS A. Acceptable Resin Types 1. Polyester NPG 2. Orthothalic 3. Vinylester B. Resin Definitions and Physical Characteristics The liquid thermosetting resin used in this rehabilitation project shall produce a properly cured liner which will be resistant to abrasion caused by solids, grit, and/or sand. The cured liner shall also be resistant to corrosion due to acids and gases such as sulfuric acid, carbonic acid, hydrogen sulfide, methane, and carbon monoxide. The cured-in-place felt-based liner system shall utilize thermosetting resins and fiberglass-based liner systems shall utilize UV-cured resins which will withstand the corrosive effect of the existing residential, commercial, and industrial effluents, liquids and/or gases. The resin system to be used shall be manufactured by an approved company selected by the cured-in-place process manufacturer. Only corrosion resistant polyester NPG, Orthothalic, and vinylester resins complying with the following definitions shall be used. The chemical corrosion resistance of the resin system used by the Contractor shall be tested by the resin manufacturer in accordance with ASTM F1216, D-543 or C-581 as applicable. Exposure to the chemical solutions listed below shall result in a loss of not more than twenty percent (20%) of the initial physical properties when tested in accordance with ASTM C-581-87. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-4 Chemical Solution Tap Water (pH 6-9) Nitric Acid Phosphoric Acid Sulfuric Acid Gasoline Vegetable Oil Detergent Soap Concentration (%) 100 5 10 10 100 100 0.1 0.1 PART 3 - LINER A. Acceptable Materials 1. Fiberglass (Cured with Ultraviolet Light) 2. Felt (Cured with Hot Water) B. Liner Characteristics & Standards At the time of manufacture, each lot of felt liner shall be inspected for defects and tested in accordance with applicable ASTM standards. At the time of delivery, the liner shall be homogeneous throughout, uniform in color, free of cracks, holes, foreign materials, blisters, and deleterious faults. For testing purposes, a production lot shall consist of all liner having the same marking number. It shall include any and all items produced during any given work shift and must be so identified as opposed to previous or ensuing production. The Engineer may at any time direct the manufacturer to obtain compound samples and prepare test specimens in accordance with applicable ASTM standards. An "inner liner" film and an "outer liner" film must be used for resin control (to prevent resin migration and contamination). The "inner liner" film and "outer liner" film must both be certified styrene gas barriers. The "inner liner" film must be removed after the curing process is complete unless it is a permanent part of the system and is made an integral part of the carrier liner by bonding or fusing to the carrier liner. The material shall be manufactured in such a manner as to result in a tight-fitting, continuous liner after installation. There shall be no measurable annular space. The liner shall have a snug fit at manhole terminations as shall be evidenced by flares. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CURED-IN-PLACE PIPE 13605-5 All wet-out or impregnation of the liner shall be done in accordance with state and federal regulatory requirements. No "over the hole" or "on-site" wet-out is allowed. For products that are cured with hot water, the wet-out must be conducted within 300 miles of the job site considering the time-sensitive characteristics of thermal-cured products. 1. Fiberglass Liner (Ultraviolet Light Curing Application) The fiberglass liner shall be seamless and spirally wound, including an exterior and interior film that protects and contains the resin used in the liner. The exterior film shall be provided with a UV light blocker foil. a. The liner shall consist of a seamless, spirally wound glass fiber that is flexible and has strain values (expandable) of equal to eight (8) to ten (10) percent. The liner shall not have a longitudinal seam, including a stitched seam, stitch-free-weld or bond, or stitch-free overlap. The liner shall be constructed to withstand installation pressures and have sufficient strength to bridge missing pipe. b. The impregnated liner shall have a uniform thickness, that when compressed at installation pressures, will meet or exceed the design thickness. If voids are present in the pipe, the design wall thickness must still be met or exceeded. c. The liner shall be sized such that when installed, it will tightly fit the internal circumference and length of the original pipe. d. The liner shall be saturated with the appropriate resin using a resin bath to allow for the lowest possible amount of air entrapment. Vacuum- suction impregnation methods are not allowed due to the introduction of air using this method. The liner shall be formed into a spirally wound shape for the purpose of being seamless in its cured state. An inner and outer material shall be added so that they are both impervious to airborne styrene, with the outer material also having UV blocking characteristics. The inner membrane shall be removed after the installation and curing processes are completed. e. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color to allow a clear detailed examination with closed circuit television inspection equipment. f. The liner shall be seamless in its cured state to insure homogenous physical properties around the circumference of the cured liner. g. The liner shall be constructed to withstand installation pressures and have sufficient strength to bridge missing pipe while meeting or exceeding the design wall thickness at all pipe locations during installation conditions and pressures. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-6 2. Felt Liner (Hot Water Curing Application) The liner shall consist of one or more layers of absorbent felt fabric and meet the requirements of ASTM F1216 or ASTM F1743, Section 5. a. For work performed under this specification, the following felt-based carrier liner materials may be used: non-woven polyester felt and non- woven fiberglass filament reinforced polyester felt. b. The liner shall be constructed to withstand installation pressures and have sufficient strength to bridge missing pipe while meeting or exceeding the design wall thickness at all pipe locations during installation conditions and pressures. c. The liner shall be sized such that when installed will tightly fit the internal circumference and length of the original pipe. Overlapped layers of felt in longitudinal seams that cause lumps in the final product shall not be utilized. d. The liner shall be homogeneous across the entire wall thickness containing no intermediate or encapsulated elastomeric layers. No material shall be included in the liner that may cause delamination in the cured liner (CIPP). No dry or unsaturated layers shall be evident. e. The wall color of the interior pipe surface of CIPP after installation shall be a light reflective color to allow a clear detailed examination with closed circuit television inspection equipment. f. Seams in the felt liner will be allowed; however, seams shall be stronger than the non-seamed felt. Third-party test data documenting the strength of the seam is required. g. The manufacturer will test the raw materials and liner materials at various stages of manufacturing on every liner, including taking samples of every finished liner and conducting tests for e-modulus, tensile, wall thickness and porosity. h. The outside of the liner shall be marked for distance at regular intervals along its entire length, not to exceed 5 feet. Such markings shall include the manufacturer's name or identifying symbol. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-7 PART 4 - DESIGN PARAMETERS The newly installed liner shall be designed for a minimum fifty-year service life under continuous loading conditions. The design shall assume no bonding to the original pipe wall. The liner shall be designed to withstand all imposed loads. Parameter 1. Pipe Condition 2. Soil Type 3. Design Thickness 4. Ovality of Pipe 5. Soil Load 6. Traffic Loads 7. Modulus of Soil 8. Maximum Deflection (vertical axis) 9. Minimum Safety Factor 10. Resin Migration Allowance 11. Soil Cover 12. Water Cover C.I.P.P. System Fully deteriorated Saturated (water table at ground surface) Fiberglass: ASTM 1216 Design Formula, rounded up to nearest .7 mm manufacturing increment Felt: ASTM 1216 Design Formula plus 10% (in consideration of product stretch), rounded up to nearest 1.5 mm manufacturing increment 2% of circumference, unless measured and stated otherwise by Engineer in writing 120 Ibs/ft3 Per AASHTO-HS-20-44 Highway Loading 500 psi 5% 2.0 Not allowed Maximum distance in feet measured between the crown of the pipe and the highest point of soil cover over the length of the pipe Same as soil cover unless stated otherwise by the Engineer, in writing, for specific lines Wall thickness design calculations for each pipe to be rehabilitated via the CIPP method shall be submitted with the Contractor's submittal package, along with supporting formulas that document that version of formula used. Additionally, product-specific strength values, including the short term flexural modulus and the long term flexural modulus reduction factor, must be substantiated by third-party testing which shall be provided with the submittals. The materials utilized for the contracted project shall be of a quality equal to or better than the materials used in the long-term test with respect to the initial flexural modulus and long term reduction factor used in design. 1. Physical Properties for Fiberglass-Based (Ultraviolet Light-Cured) CIPP Products The cured pipe shall conform to the minimum structural standards, as follows: 03/24/10 MISCELLANEOUS SEWER REHABILITATION, NORTHWEST QUADRANT CURED-IN-PLACE PIPE 13605-8 a. Flexural Strength ASTM D-790 21,000 psi b. Modulus of Elasticity ASTM D-790 1,100,000 psi c. Porosity/Water Tightness Test tight 2. Physical Properties for Felt-Based (Hot Water-Cured) CIPP Products The cured pipe shall conform to the minimum structural standards, as follows: a. Flexural Strength ASTM D-790 4,500 psi b. Modulus of Elasticity ASTM D-790 250,000 psi c. Porosity/Water Tightness Test tight A. Liner Thickness The minimum allowable wall thickness for fiberglass CIPP products is 2.8 mm and shall be increased as necessary to meet ASTM 1216 Design Formula in 0.7 mm increments. The minimum allowable wall thickness for felt CIPP products is 6.0 mm and shall be increased as necessary to meet ASTM 1216 Design Formula in 1.5 mm increments. Fiberglass or felt products below the stated minimum wall thickness (above) will not be allowed under any circumstances. PART 5 - INSTALLATION A. Sequence of Work The Contractor shall follow the construction procedure provided below, unless otherwise authorized in writing by the Owner. The construction sequence is not intended to cover every specific item of work necessary. Contractor shall provide all labor, equipment, and materials and perform all work necessary to complete the contract work. Additional procedures shall be performed to accommodate actual conditions. Prior to installation of the liner, the following activities are required: 1. Submittal and Receipt of Approved Submittals Contractor shall furnish City six (6) copies of all submittals (see Section 1.05 herein) which shall be approved by City prior to commencing construction activities. 2. Public Notification Contractor shall deliver written notices to each home or business at least seven (7) days in advance of construction and again as a reminder 48 hours in advance of installing the cured-in-place pipe liner. The written notice shall be approved by the City before distribution and shall contain a general description of the work and where sewer service will be limited or restricted, names of streets where 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-9 work will take place, and dates and times when sewer service will be limited or restricted and when sewer service will be fully functional. Contractor shall reinstate all sewer service within an 8 hour period. Any sewer service out of service longer than 8 hours shall be bypassed to a sanitary sewer at no cost to the City. 3. Sewer Bypass Pumping (see Technical Specifications. Section 11080) 4. Sewer Cleaning/Interior Surface Preparation Prior to mobilization, Contractor shall obtain an encroachment permit to work within public rights-of-way and/or a right-of-entry to work within private property. Contractor shall install all required traffic control at no additional cost to Owner. Contractor shall clean sewer with high-velocity water jet cleaners with appropriate cutting tools to remove internal sludge, roots, root balls, grease, and other debris from the interior of the existing sewer. Contractor shall collect debris from downstream manhole and remove and dispose of it at a legal disposal site daily. Sewer damage as a result of improper use of cleaning equipment shall be repaired by the Contractor at no cost to Owner. 5. CCTV Internal Inspection Contractor shall retain the service of a qualified television taping firm experienced with similar projects utilizing equipment specially designed for sewer inspection, approved by the City, to inspect the sewer main interior before and after rehabilitation, and locate all sewer lateral inlets to the sewer main within the construction limits. The Contractor shall use the closed circuit television inspections (CCTV) as a pre-construction method to determine the condition of the sewer and location of all services and as a post-construction method to inspect the work. The Contractor shall provide the City 48 hour notice prior to commencing any video work. The inspection videos shall be performed and two copies (on DVD) of the videos and a tabulation of sewer lateral inlets to the sewer main and their locations delivered to the City prior to the start of the rehabilitation of the mainline sewer. Said firm shall be approved by City prior to construction. DVDs shall be high quality color DVDs. Prior to the initial television inspection (pre-rehabilitation video), each reach of the sewer shall be thoroughly cleaned (removal of grease, roots, and obstructions) and then flushed with water. The pre-rehabilitation video and post- rehabilitation video television inspections shall be performed in one direction for the entire length between manholes. At the beginning of each run, the DVD shall show the run number, date, time, name of the operator, station of the beginning manhole, station of the ending manhole, street name, and size of sewer. Each run shall continuously display the beginning station of the manhole and a counter calibrated in feet showing an accurate distance from the beginning manhole. The size and location of each sewer lateral or wye shall be noted on the DVD 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-10 and the camera shall be rotated to provide a view inside each sewer lateral or wye. In addition to the DVD, Contractor shall furnish a legible written log with the same information as the DVD. Once the television inspections are completed, Contractor shall submit two copies of the DVDs and written logs to the City. CCTV system shall have a rotating lens camera with articulating head. Each joint will be scanned 360 degrees. The television camera shall be specifically designed and constructed for sewer pipe inspection. The camera shall be operative in 100% humidity conditions. Lighting for the camera shall minimize relative glare. Lighting and camera quality shall be suitable to provide a clear, in focus picture of the entire periphery of the pipe for all conditions encountered during the work. Focal distance shall be adjustable through a range from 6" to infinity. The remote reading footage counter shall be accurate to one percent (1%) over the length of the particular section being inspected. The camera, television monitor and other components of the color video system shall be capable of producing a minimum of 350 line resolution. Documentation consisting of a pre-construction color video tape and a written report detailing the condition of the pipe and joints shall be submitted to Owner for approval prior to inserting the liner. Contractor shall be responsible for all costs associated with the "Pre- Rehabilitation and Post-Rehabilitation Sewer Video Inspections" including, but not limited to all labor, materials, tools, equipment, and incidentals, encroachment permit, pre-video sewer cleaning and disposal of flushed sewer waste at legal disposal site, and traffic control to perform the work described in this section. 6. Removal of Protruding Service Connections/Preliminary Point Repairs Protruding service connections or laterals that prevent the proper insertion of the liner shall be determined from CCTV tape and removed to allow the liner to pass through the existing sanitary sewer pipe after review and approval from the Owner. In addition, Contractor shall perform preliminary repairs from inside the sewer pipe to repair damaged sections of the sewer pipe and prevent the proposed liner from protruding into the void outside the sewer pipe. After the repairs are complete, the Contractor shall prepare another video of the repaired section and submit it to the Owner for approval prior to inserting the liner. The removal of the protruding laterals and preliminary repairs shall be accomplished by a robotically controlled device from within the sewer pipe without excavation. 7. Mainline Liner Installation (see Sections 5.02 through 5.06 herein) 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-11 8. Finish Liner Contractor shall repair leaks at the interface of the sewer manholes and the liner. Contractor shall cut the cured liner flush with the inside wall of the manholes after the liner has cooled in accordance with manufacturer's recommendations. Contractor shall fill voids between manhole channel, bench, or wall and the liner with quick setting, H2S resistant epoxy mortar to form a watertight seal. Contractor shall trowel the grout to form a smooth transition between manhole base or channel and the liner to ensure smooth sewage flow with no collection points for solids. 9. Reinstatementment of Sewer Service Connections The exact location and number of service connections shall be determined from the CCTV tape. Contractor shall accurately field locate all existing service connections whether in service or not. The Contractor shall reconnect all service connections to the liner pipe including those from unoccupied, abandoned or vacant lot, unless directed otherwise by the Owner. All existing service connections shall be reconnected by internal remote cutting method as described below: a. Service Connection by Remote Cut Service connections shall be performed by a TV-controlled remote cutting device. They shall be made by experienced operators so that no blind attempts or holes are made in the liner pipe. Location shall be verified carefully with earlier tapes for accuracy, especially where dimples are not defined or clearly ascertained. The Owner reserves the right to require service connection by excavation at certain or all locations, at no additional cost to the Owner, if the quality, workmanship, and approval rating for remote cut is poor and not satisfactory. The remote cut shall be brushed smooth and circular in nature as seen by a 360 degree TV camera. The hole shall be 100% of the service pipe diameter. It shall be properly aligned and be concentric to the existing connection. The locations of all remote cuts shall be verified carefully to match earlier tapes for their exact locations. All wrong holes, or trial cuts shall be considered unacceptable and shall be properly repaired at no additional cost to the Owner. Excess resin build up is unacceptable and shall be removed. The Owner's staff shall review all service connections. The Owner may check the completed remote connections for the 100% requirement by excavating the site, if necessary. Defective connections shall be properly repaired at no additional cost to the Owner. b. Service Connection Insert After the service connections are reinstated, Contractor shall install an epoxy element into each lateral opening to provide a seamless connection between the sewer lateral and lined mainline pipe. The insert (Top Hat) shall be a liner, in the form of a tube, installed by a robotic 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT -| 3605-12 device, at least 7 inches into the lateral that creates at least a 3 inch brim, molded flat against the lined mainline pipe. The insert shall be a tight- fitting, watertight pipe-within-a-pipe to eliminate any visible ground water leakage and future root growth at the lateral to sewer connection. The combination of a pressurized fit and ultraviolet light shall cure the insert into place. In extreme circumstances, Contractor may have to reinstate a sewer service connection by excavation, if approved and at no additional cost to Owner as described below: c. Service Connection by Excavation (In Case of Emergency Only) If reinstatement of a sewer service connection cannot be completed with a robotically-controlled device from within the sewer main, the service connection shall be excavated at the exact location where the existing lateral connects to the main. The existing lateral shall be disconnected from the sewer main. The existing sewer main (carrier pipe for the liner), shall be carefully broken/removed to expose the liner to the extent necessary. The liner pipe shall not be damaged and shall be allowed to normalize to ambient temperature and cool down before a hole is drilled out. This coupon shall be retrieved and delivered to the Owner for inspection of the liner thickness at that location. The cut out hole section in the liner shall be coated with approved resin/epoxy which shall cure at the ambient temperature. A pre-fabricated polyethylene saddle or approved equal fitting shall be installed over the cut out. The saddle shall be a one-piece saddle equipped with a neoprene gasket so that a complete seal is accomplished when the strap-on saddle is tightened with two (2) stainless steel bands, one on each side. The stub-out attached to the saddle must protrude into the liner a distance equal to the wall thickness of the liner. The new stub out or lateral shall be connected to the existing service line by a rubber coupling with stainless steel bands, as manufactured by "Mission" or an Owner approved equal. The "Mission" coupling shall be secured to the existing service lateral and new stub and/or stack with stainless steel bands. The entire exposed service connection shall be encased in cement-stabilized sand a minimum of 6" below and 12" above and on the sides of the pipe at a cost incidental to service connection. The service connections shall be tested by the Contractor and approved by the Owner before backfilling. Gasketed PVC sewer pipe (Schedule 40) may be used for all stubs. PVC saddles with neoprene gaskets may be used in lieu of polyethylene saddles. A service reconnection by excavation shall consist of the removal and replacement of any cracked, offset, or leaking existing service line up to a 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-13 distance of eight (8) feet from the center of the new liner measured horizontally. If reinstatement of a sewer lateral service connection requires open trench construction, the amounts bid by Contractor shall include all costs for all materials, equipment, and labor unless separate bid items are included in the bid sheets to complete the work, all at no additional cost to the City. Said amounts shall include, but not be limited to, utility location and verification (excavating, exposing, and verifying top, bottom, and side of utility crossings), removing, disposing, and replacement of existing sewer pipe materials, relocation of existing utilities as required for construction, trenching, excavating and exporting unsuitable material, exporting and importing trench material and acquiring location to stockpile trench material (if space is not available onsite), dewatering, shoring or sloping (as required), bedding (including imported select material or select native material), furnishing and installing all other materials, backfilling (including imported select material or select native material), compacting, testing, protecting in place or removing and replacing all existing utilities, and public and private improvements (including berms, curbs, gutters, sidewalks, cross-gutters, spandrels, medians, driveways, landscaping, landscaping materials, irrigation systems, fencing, walls, power poles, poles, signs, and guard rails), restoring all areas and improvements to pre-existing improvements, in accordance with the Contract Documents. 10. Post-Lining Inspection of Mainline (see Section 5.01, Item E herein) 11. Field Testing and Acceptance (see Part 6 herein) B. Installation Installation of the impregnated liner may be by inversion or insertion as specified by the manufacturer. All equipment, labor, materials, and processes required to complete the work must be ready on-site before installation begins. The first segment shall be lined, completed and accepted to become the "job standard" against which all subsequent work is judged. C. Setup The installation area/equipment shall be securely protected and all damaged yards, driveways, walks, etc., shall be repaired at no cost to the Owner. Plastic sheeting will be used to cover the work area around the manholes and/or access points to eliminate the opportunity of environmental contamination to the aboveground setting during the installation process. D. Preliner/Outer Film/Outer Liner for Felt Products At all locations where the CIPP felt liner is inverted or inserted into the host pipe, a preliner shall be used to control resin loss, liner thickness, a reduction in physical properties, contamination 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-14 of the resin by water or other contaminants, and prevent blocked or plugged services and laterals. The preliner shall be a reinforced plastic sheet formed into a tube, sized to fit the host pipe being lined and shall be continuous from manhole to manhole. The preliner must be a rated gas barrier for styrene. Installation of the preliner shall be witnessed by the Owner or Engineer. Failure to install the required preliner or installation of preliner over only part of the segment shall result in the completed CIPP for that segment being rejected (regardless of physical tests and thickness test results). During thickness testing, the preliner shall be removed from the thickness test core sample along with the inner liner film used. If there is any damage to the preliner, it should be repaired immediately with styrene-proof tape. E. Preliner Insertion for Fiberglass/UV-Cured Products 1. For fiberglass-based liners, a slip sheet shall be installed on the bottom half of the pipe prior to liner insertion, for the purpose of smoothing out the bottom of the liner to increase flow characteristics. 2. Fiberglass-based liners shall have an outer and inner styrene film barrier. The outer film shall be a UV-resistant barrier. The inner film material should be removed and discarded after curing to provide optimal quality of the final product. 3. A constant tension winch should be used to pull the glass fiber liner into position in the pipe. Once inserted, end plugs shall be used to cap each end of the glass fiber liner to prepare for pressurizing the liner. The end plugs should be secured with straps to prevent them from being expelled due to pressure. Liner restraints should be used in manholes. 4. The glass fiber liner shall be cured with UV light sources at a constant inner pressure. When inserting the curing equipment in the liner, care should be taken not to damage the inner film material. a. The UV light sources should be assembled according to the manufacturer's specifications for the liner diameter. For the liner to achieve the required water tightness and specified mechanical properties, the following parameters must be controlled during the entire curing process, giving the Engineer a record of the curing parameters over every segment of the entire length of the liner. This demonstrates that the entire liner is cured properly. The recording will include: • Curing speed • Light source working & wattage • Inner air pressure • Exothermic (curing) temperatures • Date and time • Length of liner A record of the curing parameters shall be obtained using a computer and data base that are tamper proof. During the curing process, infrared sensors shall be used to record curing data that will be submitted to the Engineer with a post-CCTV inspection on DVD. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-15 b. The parameters for curing speed, inner air pressure and wattage are defined in the Quality Tracker UV-curing protocol issued by the manufacturer. The optimal curing speed, or travel speed of the energized UV light sources, is determined for each length of liner based on liner diameter, liner thickness, and exothermic reaction temperature. 5. Flushing of the cured fiberglass/UV-cured CIPP liner (to reduce styrene residual) is not required for fiberglass/UV-cured CIPP products that provide 3rd party test results that document styrene residual levels (without flushing) within acceptable defined levels. F. Liner Insertion/Inversion for Felt/Hot Water Cured Products 1. The resin impregnated liner shall be transported and stored in a refrigerated truck until it is installed in an existing line by using an application of water or cable and winch to properly place the liner between the upstream and downstream manholes. 2. For felt-based liners, a preliner or outer film in the form of a tube, shall be inserted into the pipe prior to inserting the impregnated liner. 3. The wet-out felt liner shall be inserted, or inverted, through an existing manhole or other approved access. Liner installation head pressures (minimum and maximum for hot and cold conditions) shall not be exceeded, regardless of which method of installation (stand pipe, pressure unit, etc.) is used. 4. Using the "Inversion Procedure", the liner end shall initially be turned inside out and attached to a platform ring, standpipe, or as approved. The addition of water will be adjusted to sufficient height/pressure to cause the impregnated liner to invert from manhole to manhole, and hold the liner tight against the existing pipe wall. 5. Using the "Insertion Procedure", the liner is winched into position according to manufacturer's recommendations. The addition of water will be adjusted to sufficient height/pressure to cause the calibration hose to invert from manhole to manhole and hold the liner tight against the existing pipe wall. 6. Liner restraints should be used in manholes. 7. After the installation of the liner is completed, the Contractor shall use hot water system capable of providing the required amount of heat uniformly throughout the section for a complete cure of the resin. Boiler-truck operators must be fully certified by an approved certifying agency approved by the Engineer. Certification documentation of at least two certified boiler-truck operators is required at time of submittal review. Only fully-certified boiler-truck operators can operator boiler-trucks. 8. All water obtained from a City fire hydrant shall be metered and paid for by the Contractor. An air gap shall be provided between pipes/hoses connected to a 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-16 fire hydrant and a storage tank/equipment used by the Contractor. The cost of said water shall be included in the cost of the project. 9. The curing temperature and schedule shall be as recommended by the resin/catalyst system manufacturer. The heat source shall be fitted with suitable monitors to gauge the temperature of the incoming and outgoing heat supply. Additionally, the Contractor is required to utilize a remote temperature sensing method to ensure adequate curing for every foot of liner in the pipe, considering the possibility of heat sinks. Temperatures monitored at the manholes do not guarantee an adequate representation of the temperatures for every foot of liner. Temperatures from each remote sensing device shall be recorded by a strip- chart recorder on a continuous tape. Graphs of the tape shall reflect readings from start of cure to completion of cure/draining of line. Tapes for each segment shall be submitted upon completion of each section. Initial cure may be considered completed when the remote sensing device(s) reflect that the cure temperatures, as recommended by the resin/catalyst system manufacturer, have been achieved. Curing temperatures and schedule shall comply with submitted data and shall include an adequate "cool down" as recommended by the resin manufacturer. 10. The Contractor shall cool the hardened pipe to a temperature below 100 degrees Fahrenheit, in accordance with the resin manufacturer's recommendation, before relieving the water column or pressure. Cool water may be added to the water column while maintaining circulation as water is drained from a small hole at the opposite end of the cured-in-place pipe, so that a constant water column height is maintained until cool-down is completed. Care shall be taken in the release of the water column so that a vacuum will not develop that could damage the newly installed pipe. Coupon samples shall be obtained for testing (see Part 6 herein). 11. Since styrene is considered a volatile organic compound and a carcinogen, care must be taken to insure that styrene levels are below U.S. Environmental Protection Agency (EPA) standards for airborne, surface and water contamination. The EPA has set the maximum contaminant level at 0.1 ppm for drinking water and other water sources that impact drinking water. For sanitary sewer flow to a sewage treatment plant, styrene contamination must be kept below 2.1 ppm so as to not interfere with the effectiveness of the plant. 12. Effluent from the curing process must be disposed of in full compliance with state and federal regulatory requirements at either the City's treatment facility or an outside recycling facility that will accept effluent from the curing process at no additional cost to Owner. The Contractor shall obtain approval and pay all fees for disposal of effluent from the curing process. In addition, Contractor shall provide written documentation showing that the effluent content complies with acceptable disposal requirements, a copy of which must be submitted to the Owner for each rehabilitated pipeline, or each day of lining work. PART 6 - REQUIREMENTS AND TESTING The layers of the cured CIPP shall be uniformly bonded. It shall not be possible to separate any two layers with a probe or point of a knife blade so that the layers separate cleanly or the probe 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-17 or knife blade moves freely between the layers. If separation of the layers occurs during testing of field samples, new samples will be cut from the work. Any reoccurrence may cause rejection of the work. Testing of the completed, installed liner consists of: A. Field testing B. Laboratory testing C. Long term testing The Owner will pay for all initial testing described herein. Retests of failed samples shall be paid for by the Contractor via a deductive line item on the pay estimate. Regardless of the resin/carrier liner system used, the completed liner shall meet or exceed: A. The initial modulus of elasticity (ASTM D-790) (as stated in design calculations); B. Initial flexural strength (ASTM D-790); C. APS Porosity Standard (tight or non-porous result); and D. Wall thickness values stated on each liner design sheet. Values for the four parameters above which are under the minimum values stated on the bid form are not acceptable. An under thickness liner may be brought into compliance at no additional cost to the Owner by (1) removal and replacement of the undersized liner, or (2) addition of a second liner with the full wall thickness as stated on the liner design submittal (and after acceptable preparation of the undersized liner interior). Option 2 will be considered by the Owner on a case by case basis considering the resulting loss of flow capacity, and can be refused by the Owner for that reason. The addition of a thin liner that makes up the amount of undersizing is not an acceptable remedy because the structural properties of CIPP liners are not additive if they are not cured simultaneously and therefore are bonded together to act as a single liner. In the event of a liner failure of either/both the flexural strength and the modulus tests, another flat plate sample shall be tested. Should the second sample fail, the liner shall be brought into satisfactory compliance by the above methods. A. Sample Requirements The following sample shall be taken for each section of sewer lined: One core of 12" diameter minimum taken from the inside of the pipe or from an 18" long section of the CIPP (sufficient in length to conduct ASTM flexural test) extending from the existing pipe being lined in the manhole equal to the exact ID of the lined pipe. See Item 6.02, "No Dig" option. 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-18 B. Field Test (Thickness) Remove the CIPP liner material from the host pipe core samples. Remove any inner liner film, preliner and resin that is not contained within the felt liner. Measure the liner thickness at three spots on each sample. The resulting six measurements will be averaged. The average thickness shall be equal to or greater than the required thickness for the particular section stated on the bid form. No undersize allowance is permitted. In accordance with D 790-03, referenced in ASTM 1216, the calculated wall thickness refers only to the part of the liner that consists of a saturated felt liner. Elements that are not part of the saturated felt liner do not contribute to the structural integrity of the liner, thereby excluding felt liner that is not fully saturated or portions of resin without the felt liner carrier. If the Contractor takes his sample from inside the line, he must repair the spot with a method approved by the Engineer. "No Dig" option: At Owner's option, in lieu of excavation for core samples, the liner shall be run through 18" long section of line-sized pipe, or an appropriate restraint, to act as a mold for the liner and cured. One such sample shall be taken from liner at starting manhole and one at the ending manhole of the section being lined. C. Laboratory Testing Samples obtained for these tests will be sent by the Owner to an approved laboratory for testing. The Owner will pay for testing. END OF SECTION 03/24/10 MISCELLANEOUS SEWER REHABILITATION, CURED-IN-PLACE PIPE NORTHWEST QUADRANT 13605-19 APPENDIX A Sample Door Hanger for Project Notification 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 DEF Ave. will be closed to through traffic and resurfaced on: MOM. 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 Contractor or the City of Carlsbad's Project Inspector. When walking to and from your car, remember 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 them 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 City's Project Inspector @ (xxx) xxx-xxxx. Thank you for your cooperation as we work to make a better City of Carlsbad. APPENDIX B Applicable City Standard Drawings (for reference only) STANDARD CAST IRON MANHOLE PAVEMENT OR FRAME &COVER - SEE DWG. NO. S4.FFINISH GRADE. 12" MIN. SLOPE 1" PER FT. WIDTH SHALL EQUAL INSIDE DIA OF PIPE. 12 RINGS AS REQUIRED. MAX.=11". MIN.=5", TOP=2-2 1/2" RINGS. CLASS 560-C-3250 CONCRETE COLLAR WITH 3" ASPHALT CONCRETE OVERLAY (TYPICAL). JOINT DETAILS SEE DWG S1A PIPE DIA. VARIABLE SECTION A-A 6-INCHES OF 3/4" CRUSHED. ROCK BASE SECTION C-C NOTES: CAST IN PLACE CONCRETE FOR BASE SHALL BE TYPE 560-8-3250. ALL PIPE IN MANHOLE SHALL BE PVC AND SHALL BE INCLUDED AS PART OF MANHOLE. MANHOLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C-478. STUB OUTS SHALL HAVE A MINIMUM LENGTH OF 3 FEET BEYOND MANHOLE. SDR 35 PVC PIPE MAY BE INSTALLED IN STRAIGHT-THROUGH MANHOLES WITH NO JUNCTIONS. THE TOP SECTION OF PIPE SHALL BE REMOVED FLUSH WITH TOP OF SHELF. CUTS SHALL BE NEAT AND DRESSED MINIMIZING BURRS AND ROUGH EDGES. EACH SHAFT AND RISER JOINT SHALL BE SEALED PER JOINT DETAIL ON DWG S-1A WITH BUTYL RUBBER SEALANT ROPE. WHEN MANHOLE FORMS THE JUNCTION OF SEWERS AND/OR AN ANGLE IN MAIN ALIGNMENT, SPECIAL CARE SHALL BE USED IN FORMING THE CHANNELS TO FACILITATE THE FLOW OF SEWAGE. INVERTS SHALL BE TRUE TO GRADE AND ALIGNMENT AND FINISHED WITH SMOOTH SURFACE. PLAN B-B NOT TO SCALE REV.APPROVED DATE CITY OF CARLSBAD STANDARD SEWER MANHOLE CITY ENGINEER '. 7//»/qg DATE SUPPLEMENTAL STANDARD NO.S- STANDARD CAST IRON ACCESSHOLE FRAME & COVER - SEE DWG. NO. S4. 12" WIDE X 6" THICK MIN. SLOPE CONCRETE COLLAR WITH 3" ASPHALT CONCRETE OVERLAY (TYPICAL). ADJUSTING RINGS AS REQUIRED. MAX=11", MIN.=5", TOP 5"=2-2 1/2 GRADE WIDTH SHALL EQUAL 3/4" PIPE DIA. SECTION C-C BRANCH SPIGOT END VARIABLE CUT OFF FLUSH WITH SURFACE. JOINT WITH "T" BRANCH AND FIRST SECTION OF PIPE TO BE JOINED PRIOR TO INSTALLATION IN ACCESSHOLE. /4" LAG SCREW ELDS GALVANIZED 1 SECTION A-A WHEN ACCESSHOLE FORMS THE JUNCTION OF SEWERS AND/OR AN ANGLE IN MAIN ALIGNMENT, SPECIAL CARE SHALL BE USED FORMING THE CHANNELS TO FACILITATE THE FLOW OF SEWAGE. INVERTS SHALL BE TRUE TO GRADE AND ALIGNMENT AND FINISHED WITH SMOOTH SURFACE. UNDISTURBED SOIL OR 6" MIN. ROCK BASE REQUIRED. TWO 3/8"X2 3 EXTENSION SHI AND 3/8"X6" LAG SCREWS GALVANIZED PER EACH 4 FOOT ACCESSHOLE RING AS SHOWN. CLEAN AND ROUGHEN SURFACE RINGS AND APPLY NEAT CEMENT PASTE PRIOR TO POURING SUPPLY DROP SECTION. 90' PIPE SPIGOT END TO BE CUT OFF FLUSH WITH INSIDE SURFACE. IN NOTES: ALL CAST IN PLACE CONCRETE SHALL BE TYPE 564-B-3250. ALL PIPE IN ACCESSHOLE SHALL BE PVC OR VITRIFIED CLAY PIPE AND SHALL BE INCLUDED AS PART OF ACCESSHOLE. DOUBLE DROP ACCESSHOLE IS CONSTRUCTED THE SAME AS DROP ACCESSHOLE EXCEPT THAT IT HAS TWO DROP SECTIONS. PLAN B-B REV.APPROVED DATE CITY OF CARLSBAD DROP ACCESSHOLE CITY ENGINEER SUPPLEMENTAL STANDARD NO. 6-04 DATE S-2 12" CAST IRON GATE CAP PER DETAIL HEREON. ALHAMBRA FOUNDRY #29612 CAST IRON BOX/LID MARKED SEWER #6" MIN. SEWER CLEAN-OUT RISERS TO BE FITTED WITH MALE . SCREW IN PLUG. ==•== i^r^_GLUED TOP OF PAVEMENT 18"MIN. 12" WIDE X 6" THICK CONCRETE COLLAR WITH 3" ASPHALT CONCRETE OVERLAY (TYPICAL). J_e GLUED 12" P.V.C. PIPE. BACKFILL BEDDING TOP OF V8 BEND. SEE DWG. S8 FOR BEDDING DETAIL. NOTES: 1. GATE CAP SHALL BE LABELED SEWER. 2. CLEANOUTS MAY BE USED WITH P.V.C. SEWER MAIN. 3. RISER SHALL BE SAME DIAMETER AS SEWER MAIN. GATE CAP (HEAVY DUTY) 13 5/8" 3/4"I 11 1/2" REV.APPROVED DATE CITY OF CARLSBAD SEWER MAIN CLEANOUT CITY ENGINEER SUPPLEMENTAL STANDARD NO. 6-04 DATE O /L O~0 ELEVATION VARIABLE - 12' MINIMUM OR AS DIRECTED BY WATER DISTRICT. 1/8 BEND. 6" MINIMUM COVER AROUND LATERAL. TOP OF PIPE. BELL. FOR BEDDING AND I=IH=II TRENCH COMPACTION SEE DWG. NO. S5. II ^ NOTES: THE VERTICAL PIPE SHALL BE BRACED WHILE TRENCH IS BEING BACKFILLED. ALL JOINTS ON SEWER LATERAL PIPE SHALL BE COMPRESSION TYPE OR APPROVED SOLVENT WELD. SEE DWG. NO. S7 FOR CONTINUATION OF SEWER LATERAL TO PROPERTY LINE. TRENCH WIDTH PLAN VIEW REV.APPROVED DATE CITY OF CARLSBAD SEWER LATERAL (DEEP CUT HOUSE CONNECTION) CITY ENGINEER SUPPLEMENTAL STANDARD NO. 6-04 DATE S-8 APPENDIX C Sample NCTD ROE Permit North County Transit District Encroachment Permit Application Process C T D Background North County Transit District (NCTD) was created in 1976 and owns the railroad right-of-way (ROW) from Orange County line to the Del Mar/San Diego border and from Oceanside to Escondido. NCTD maintains the ROW from Orange County to Santa Fe Depot and from Oceanside to Escondido. The ROW varies from 100-300 feet in width. Passenger and freight trains travel on the coastal ROW every day of the year at speeds up to 90 miles per hour. Passenger and freight trains travel on the inland ROW every day of the year at speeds up to 55 miles per hour. NCTD's Comprehensive Real Estate Policy NCTD may allow the use of the its real estate by public agencies, utilities, telecommunications companies, and others provided that the proposed use does not interfere with NCTD's current or planned use of the real estate. Applicants have the sole responsibility for relocating any improvements at their expense if necessary to accommodate NCTD's future use; they must reimburse NCTD for all costs associated with the proposed use; and they must pay fair market value for the use. Types of Encroachment Documents No matter the purpose, all entry on the ROW requires a permit. If permanent improvements are to remain in the ROW, either a License Agreement or Lease is also required. The Applicant must obtain a License or Lease from before a permit will be issued. a Joint Right-of Entry (JROE) permits, licenses and leases The Metropolitan Transit System ("MTS") owns the ROW located within the boundaries of the City of San Diego. Projects south of Del Mar require a Joint NCTD/MTS permit, additional review, cost and time to process. To obtain further details about JROE permits, licenses and leases, Applicants should contact MTS. a NCTD Right-of-Entry (ROE) Permit Applicants whose projects are in the City of Del Mar and locations north on the coastal ROW, or on NCTD's inland ROW, must obtain a ROE permit from NCTD prior to commencing work. A separate ROE permit is required each time work is performed. NCTD requires the Applicant to deposit the estimated amount of reimbursable costs; attend railroad safety training; provide evidence of liability insurance naming NCTD and other rail users as additional insured; and to meet other conditions determined by NCTD to be necessary to protect NCTD's real property and railroad operations, prior to issuance of the ROE permit. a NCTD License and Lease A License or Lease is required for any permanent improvement or facility that will be located on NCTD property, such as a fence, pipeline or aerial cable. The Licensee or Tenant must maintain the facility at their sole expense, relocate or remove the facility at their sole expense upon notice from NCTD, and maintain liability insurance naming NCTD and other rail users as additional insureds. The License or Lease contains other conditions as NCTD determines are necessary to protect NCTD's real estate and railroad operations. Licensees and Tenants will be required to pay fair value for the use of the property. Payment of fair market value is required for placement of private facilities, and public facilities which are constructed as part of a private project and dedicated to a member agency. Application Packages Applicants requesting permission to enter NCTD property estate must submit an application and obtain a Right-of-Entry Permit, a License, or both prior to commencement of the project or use. Completed applications must include three (3) sets of plans. Plans must show details of the proposed construction affecting the tracks and NCTD's real estate or facilities. The plans must show property lines, all rail facilities and distance to, below or above the rail. Rev. 04/08 North County Transit District Encroachment Permit Application Process Three (3) sets of false work plans, false work removal plans, shoring plans, cribbing plans and calculations for false work, shoring or cribbing which are proposed to be located over, under or within 30 feet of tracks must be included with the general plans if not indicated elsewhere. Plans and calculations must be stamped by a registered Professional Engineer licensed in the State of California. Application Review Process NCTD departmental staff and consultants will review applications and plans to determine the potential impact upon NCTD real estate and operations. NCTD reviews applications and plans as staff time is available. The initial review may require 4 to 6 weeks from receipt of completed application. Generally, NCTD will communicate its provisional approval or denial via e-mail, telephone or letter within 45 days of receipt of completed application. Do NOT proceed if NCTD sends a denial letter! Re-submit to meet the criteria. If the application does not propose permanent improvements or facilities within the ROW, NCTD will prepare the ROE permit and send it to the Applicant for signature. The Applicant will sign and return the document with applicable fees. NCTD will execute the ROE permit and return a copy to the Applicant. If permanent improvements or a request to lease is proposed, NCTD will obtain a cost estimate for an appraisal and communicate that dollar estimate to the Applicant. The Applicant must pay for the appraisal. Upon completion of the appraisal and satisfactory acceptance of the valuation, NCTD will prepare and send the License or Lease to the Applicant for signature. The Applicant will sign the License or Lease. NCTD will execute the License or Lease and return a copy to the Applicant. First Submittal/Counter Help Counter help is available to guide the Applicant's first submittal and provide criteria the project must meet. Counter help is provided at no charge to the Applicant however, NCTD staff cannot design the Applicant's project. Extensive staff involvement or multiple meetings with staff or NCTD's consultants will be charged against the deposit (see "Deposit" below). Fees and Deposits a Application Fees A non-refundable application review fee of $250 must be included for consideration of any application. Payment of the application fee does not guarantee or imply NCTD's acceptance or approval of the proposed project or use. a Appraisal Fee If NCTD requires an appraisal to establish fair market value of the property, the Applicant must pay the cost of the appraisal. NCTD will obtain a cost estimate before the appraisal is conducted. a Right-of-Entry If the Applicant's project is approved, the Applicant will submit a non-refundable permit fee. The minimum permit fee is $ 1,000; in some cases the fee will be higher. a Deposit NCTD will consider the Applicant's project, and estimate the cost of flagging, inspection, contractor safety training, permit administration, construction oversight, and other anticipated NCTD expenses. NCTD will notify Applicant of the estimated cost of engineering review or appraisal fees prior to issuing a ROE permit. Applicant must deposit with NCTD such estimated amounts prior to the commencement of Applicant's work on the railroad property. Depending on the length and intensity of activity, additional deposits may be required. NCTD will promptly refund any unused deposit after completion of the work and clearing of all charges against it. Rev. 04/08 North County Transit District Encroachment Permit Application Process N C T Da Exhibit or As-Built Fee Applicant must provide as-built drawings signed by the resident engineer for facilities that are permanently placed upon NCTD's ROW. NCTD may require a separate as-built deposit with each application for a License or amendment thereto. The deposit will be retuned in its entirety upon NCTD's satisfaction with the exhibit. a License Fees Licenses carry an annual fee. The nature, location and size of the facility determine the amount of this fee. Please refer to the fee schedule attached hereto. Insurance The ROE permit, License or Lease will specify the types, limits, and other insurance and indemnification requirements. Permitees, Licensees and Tenants will be required to provide a certificate of liability insurance naming NCTD and other rail users as an additional insured. Depending on the nature of the Project, separate Railroad Protective Insurance may be required. Flag Protection Flag protection by a rules-qualified railroad flagman is required for any work within 25 feet of the centerline of any track, or if equipment such as a crane or boom truck can reach into the airspace measured vertically at 25 feet of the centerline of any rail, or in any other instance wherein NCTD determines that the safety of the railroad may be jeopardized by the work. Flagging is provided subject to availability and is at Applicant's sole expense. Contractor Safety Training (CST) All persons working on the railroad property must attend NCTD's 2-hour safety training course. Each crew member will receive a safety manual and a hard-hat sticker valid for one year. NCTD charges a flat rate for CST regardless of the number of people the Applicant sends to a single class. Questions or Comments Further inquiries may be directed to Mr. Ed Singer, Real Estate Asset Administrator, NCTD, 810 Mission Avenue, Oceanside, CA 92054. (760)-966-6556 Rev. 04/08 North San Diego County Transit Development Board STANDARD ENCROACHMENT PERMIT APPLICATION NCTD USE ONLY ___ N C T » NCTD PERMIT #FLAGGING CONTOL #NCTD Received Date Application # APPLICANT: PLEASE COMPLETE ALL ITEMS BELOW; ATTACH PAGES, IF NEEDED iHll!ilW^£i!^?'S'^.'.v....rri..^ ::•!' ../...A" *'% '. MilePost Start MilePostEnd Street Address of Project: Nearest Cross Street(s): Other Identifying Remarks: ^^§llilii!S^fe'xV,/,v"' ;v< „' ",-,>' ' •"/< - , ; Date: Commencement Who will do the work? (List all) AppJ^^JS^IgjtflOft , * , ^> ,.,„'','' Name of Applicant Mailing Address: Applicant Telephone: Engineer/PM PM/Eng. Address, if different PM/Engineer telephone/e-mail THIS IS AN EMERGENCY PROJECT Yes No Date: Expected Completion Other agencies, entities, companies involved rully Describe the Project. Include five (5) sets of complete plans with specifications, calculations, maps, if applicable North San Diego County Transit Development Board STANDARD ENCROACHMENT PERMIT APPLICATION " ? -: s^illi^l^^-^ '' $£ecff?elii0s, {checfcan fr^ apply} / " r^'. ^H^V; >- :*->?. »- Description/Notes USE Temporary Use Place a New Facility Located in Railroad Right-of-Way Located on Other NCTD Property New Construction Maintenance Work Improvement to Existing Facility Communications Line Drainage basin or culvert Electrical supply, guy wires or poles Hazardous Materials Clean up High pressure gas line or valve work Landscaping Livestock crossing Monitoring Well Overhead Work, e.g. bridge or road Description/Notes USE Pedestrian Over/Underpass Private Crossing Public Crossing Repair to Existing Facility Sewer Signage Slope Work Storage of materials Storage of Rail cars Storage of vehicles Storm Water Drain Survey work Underground Work Utility relocation Wall, fencing, etc. Water Supply revised 04/08 N C T Utility Crossings Estimated Fee Schedule Type Electrical Electrical Electrical Electrical Natural Gas Natural Gas Pole, guy, or miscellaneous Telephone, cable, other Telephone, cable, other Sewer, water, storm drain pipeline Sewer, water, storm drain pipeline Perpendicular Crossing* O/H O/H U/G U/G U/G U/G surface O/H U/G U/G U/G Size <69kV =>69kV <69kV =>69kV <=8" >8" n/a n/a n/a =<30" >30" Recurring Fee $1,000 case by case $1,500 case by case $1,500 case by case $750 minimum $1,000 $1,500 $1,000 case by case One time fee Type Sewer or water Sewer or water Storm drain Location U/G U/G U/G or surface Size =< 12" >12" n/a One-time fee case by case case by case case by case * Longitudinal installations are evaluated on a case by case basis O/H = Overhead U/G = Underground ALL FEES ARE SUBJECT TO CHANGE BASED UPON PERMITEE'S SUBMITTED DESIGN APPENDIX D Record Drawings CONSTRUCTION PLANS FOR THE IMPROVEMENT OF *-•; HEMLOCK AVENUE BETWEEN GARFtELD ST. AND AT. &&£ R.R, R.O.W, EXISTING FEATURES ROAD SURFACING WATCH MAIN SEWER MAIN GAS MAIN ... UNDERGROUND UTILITY CABLE POWER OR TELEPHONE POLE . FENCE. CONCRETE CURB TREE CONCRETE MANHOLE . . 4-PCC SIDEWALK PROJECT NO. 3-27 DRAWING NO, 139-7 ASSESSMENT DISTRICT 1-1963 STANDARD DRAWING REFERENCE dftveMKf tx.miLS> c.otjcec.Tc. PIPS. •sm ouxs a- a STD Outs G^&Z sno ouxs o-/s sro OU*S-~S>*T APPROVtD THIS „. DAY OF...(l»64 ENGINEER OF WORK NOTES « ueAM WORTH; E UEAN9 t«STI S ulua KUTH. *. MC«M Wttf <•»-MCAfB *mri»v»U£. O.V MCAMS OU UU.VCI PC£ U»H» HJRIIATO Cd«WT COHCffirc. ROM UEA*B KUD d«i. UiXf AT MCANS ASI*KU.tl£ co«*e»ETt! R/WWUN> ncHT or ww, R>MCM» niomtn uwcivccMCA«» i/rrw«B ct« KPEI w ucwa mnccrt A« «A>a wrxuci OONC wewn cmcxcrci <_ MEMO ounniLMCi cm HUM* CKOUHO. 5WK. ut-OJ» 5IKKW.K, CC»«r ««a tOKITRBCtl M MIAMI omt. WORK TO BE DONE THE OOrramswcrioK) or-COKSC PIPE ORMKAee. »JUET SWC*VK/ THCra- THE CONSTRUCTION Of TrPE "G»CUR6 4CUTTEB SHOWN THUS THE CONSTRUCTION OF £ • A3PHALT1C CONCRETE WITH 4* DCOOMPOSED GRANITE SUBBASE SHOWN THUS- "THE CCW3TBI/CTJON.OF 4"CAST IRON U*B&?DR*U .SHOW/W THE OP IO'COMC ptf£« 12* RCP , 12'MANHOUtSSTD COWC OCB(M*Se MANHOUtS U/ITH fAf OU»«L THE CONSTRUCTION Of *" PCC SIDEWALK SHOWN THUS- THE. CONSTRUCTION/ Of T VCP SEWER LATERAL SHOWkl THE COWiSTRUCTIOM "Oi*" *** RC C O^t^CVWAV APP*?CMCCH SHOWN THUfe' i'/t THE CLEABINO I WWB8INC1 FROM PfWPERTY LINE TO PROPERTY LINE AS SHOWN ON THE CONSTRUCTION PLANS THE REMOVAL OF EXISHNG SIDCWU-K » CUflS OMLY AS SHOWN ON PLANS ir;l'H . ST&EET SECTION HEMLOCKJS73? TYPICflL Srff&ET SECT7DN HEMLOCK. 5HCCT f OT 3 5HEET3 10 GARFIELD ST. HEMLOCK AVENUE 0 5 ^_46 i_ -; -{ 59-'-_,l. . ____. ds 3v/cr . fc-_r2nr«T F:.-•-••>• = --. ^f^4=E^=^S|||^ i|8P^• ! -. ....... ^ • • 7-^1; .,.•-. --7 -.;••. _p;r__ :,.., -i • , :- -,-. .T_-..-i-i:"4-."iA--'^-'sPvTSTT^T^ •-i . .j .: i.-I ;.-;,•• •- ! S'-.w? ot/r-.---. -_ - v-:f-r-?-?.?>PROWL£. HEMLOCK ;AVENUE 3EE SHEET NO 2 ^ GARFIELD STREET CITY OF CARLSBAD HEMLOCK AVENUE jB^Ptj^tg-H „ ~_ ~.-~v . " =^-S=^ZL i ;•- •• :.-,.. i i«<-^; jf . *-ii——-.vi •-—£ '-•(• ^~-'T ' !t>. ! ' , -~ t * - i r T ~- (^^^^--^ZL^-^T -- z : __: : -. : ' - .. ; '_.', , i, . i ..^ , r^4*~^ J^^«*f^-" -^^^"-"^-c-t-^ S i^jT^ f L^'i >j.-; U - ^^$|4-JL-L- r.^s**- ^Mmtf^Js»lr^r T-~^t-^Mz^Ti-k ^-i^a^e^^. pAatrfe-gn";' pfTl-1 '"rT ]TT; £-=. - \ ,f »_- ^-y^-r-.j^i,. .i-_:^---p-.| ^.4-r;-j. _ - *W K/^«i55 r- :ir ** \)t /. /V CITY Of CARLSBAD IH"T$ KHfilNtCKfH* CC^AftTMCNT HEMLOCK AVENUE -HEMLOCK CONDOMINIUM-CARLSBAD TRACT NO. 83-39. 4 foenott CF mr * nv oioctc -ft- of pAtisnees, /u r#f cirr Of Cf*tsaM>t cavurr of seprtco sr-irf- of f£t.irofMiA. Jecero/vs ra nf rtterter toe >r*7. fiLfp ix rue orrref or rxrCtiatirr effCSDff or s*v OieGO coutsrr. FCB s. ij _VJ•>. .i^fewaet fc> :i?-t*v «%«•'•%. « -'. v. '- • ' •—~—r—T—L ; ' " —." . - . • ^ y . . j—n ^ -~^ ^~N-' ^^~£<.~f M,/*^-"^ Z^f? ~^fZ? ar SCALf; HcttZ. f*'O' L. CWUS* fsrf J c.r mt - /ur. 5r? K£\ 57 pC5C*f »T*O1 £>»> tffa PEVISIONS 5»MT C, 3 CD TV OF CARLSBADamtim"* ne»««r«ic«T SEWER A.NP WATER iSSSI^f f ICtO M. .^..-J. ,«**, p«ojtCT no — C783-39 PUAN ««*^ « sA, SHrtTjl 3 1 fes MTt BUWMMO. CMUD 63-ioB (I WORK TO BE DONE •UE* MANHOLE IB-I> I LATERAL <«8-3> © LIME. •IDBMUC »• VCF CEUER LINE 1 If! * HP *fB LINE 4" *C HATER LINE 12- RCP STORM W1AZN U/ CLEANOCJT MATE* LATERAL -o © VICINITY MAP /sore: FOK HEM LOCK AVeLINE see CITY 01= BHIELA t, DAVID QKUH ROBERT V JOAN HALIN C/0 RODNEY MILES 2W71 SEAHORSE COVE LA8UNA NIEUEL, CA. V2A7T IT14I 474-7270 SI TEC ADDRESS* 29O k 302 HEM-OCK UIHkET CARLSBAD, C*. V2008 E£NOXNE€ER« KEN LONG 220 LINDA IV* DRIVE BOLANA BEACH, CA. 92075 C*19> 792-9242 STA B-^SB.5 INSTALLED STANDARD SEWER MANHOLE // BENCHMARK > CHISELED SQUARE IN BASE OF R.R. HIB HAS S.S. AT TAMARACK AVE. AND THE ATfcSF R.R. RIGHT OF HAY CITY OF CARLSBAD FIELD BOOK ELEVATION! 43.997 °*TElBY DESCRIPTION REVISIONS SHEET C1TY OF CARLSBAD / II ENGINEERING DEPARTMENT '/ IMPROVEMENT PLAN, 2,2 UNtf CONDOMINIUMS < LOT I, MAP NO. 1803 Z90 I. 302 HEMLOCK ST. CARLSBAD. CA. 9zooq DATE CHKD.BY:_FIELD 8K,_ PROJECT NO. HUKIWG NO. RE. 2.90.32 315-3A Gutter TYPICAL STffCeT SECTION No | ^L^J- ._.i n_._ ELEVATION D&VtWAY CtpB OPENING f*> Scale j •is'jffach 3"4>' fi'H Ptp*#itt> _^.-~*^L ELEVATION PLAN DffAIN INLET DETAIL TYPICAL SECT/ON VPITCHNo No Scale IMPROVEMENT PLANS FOB PACIFIC T£J?&4C'£ CITY OF CABLSBAD, CAUFO0NM Plant Pr*perr«<t ByBOYLE EN6INEE&NG Santa Ana San Dtaga : i ! j : i ! y 7 \6\S\4 \3\2\t J ! ! i i ! i A' BEDWOOD AVENUE ^ \ 2f" _ 2. J 1 ! ' l I X^ ^XI i 1 i j >-^\ a \ 9 \ 10 \ H \ & \ 13 14 1 /S \ /5 ! i ! ^! / PLOT MAP Scoff: /**6O' GCNEPAL NOTES /. At/ Sfreef /mprovrm^rrfj and Setter inafaJ/otrona j/)af/ £>e done /~r> occonfasjff irr'fri ffyf gfnera/ rfyuirfmfsnffjt* a/ttf fo ifot; &aft&f&cfsi>ri 0ff/>f Fnff/rr&er of Carfii>aaf, Ca/sfor-si/a-2 Atl HKrter Aia/r>f, Serr/cfj, fyrt Hyetranf-* and aj£iot/rjfr?a's)f done /n accordance trfthMf &/3rcff>'ccrf-/cms irnd rfyvfrements of fnc Cartsbad tfutucr/ Water Company. S Afatffr Mains fha/l have a minimum cover of SS"'from fihfJn gracfc, •4. Trench <Srad» for traffr- mofns jAa// tie as /fee/ JxeScuir boj-f-om of pi'p«. S /^// Paring &Aa// t>f sea/ coated. 6. 3of/& of f/traMon /» //Se- Cffy of <?at-/*&ad cfafu/n 7 Sencn *farjn Prm of Strer Afanho/e. 177"! Afc. of £ rafr>ar-acJT 4re /r, ATjft- g£! e>a&, f/tn 4/.5A. a 7~Ae ffrad/nf of /<»/j- ^Aa// bf Jtscft /ftaf surface afro/stage te /vtrar Jfrfvf from the SO'foot Jefaact //™e, excfpftng lote /fff6 */>ich aifyy from tAe Jf-nre/ oafffdc Me portray. TZifrf <fS?a// Af no po/->c/tn<r ofirarrer fa /•/>* area. SHV/tcrc Or/>*e*'ay Opfn/nff* orf A> £f pror/drd" /n tfrf ettrAt fht Su&o'A'tefar Jna/f furnish #Mt contractor f/>e /ocat/ons of same upon rf Kl T/>e tenfracfo- fha/J sfamp /Af ktfer "S'fn ffif cur6 af //><• /afero/ TO BE DONE: fbrf/ancf Cf/nerit Concrete fiirAs. Type 6 ____ Sever Mains , l/itriftcd C/ay ______ . ___ Sever Manholes £ Humber _____ ______ Latcra/s, <t" VC. _ _________ Mo/ns ____________ . ________ IVa-ter Services _____ ..... _ ._ _ ______ Gate Yal^es __ _ _____________ ._. f-ire Hydranta _________________ A C, Lined Drainage, Ditch ------ _________ _____ _ A, C Paring **///> approved /xiae --- . ______ EH''-. ^••T-;.;;A ^ jrr Driretvoy curb opfntnga per e/efai/ f>/anf 6' High approved frees /n parf-ivay^s af 40' infer rate and insfofl Ofte cfisa/ af-rftf nom* JH'gn af eac/l LEGEND existing VC. Stiver Existing Cane, Curb tfotcr Ma/r>$ of Seirer iotera/s of £ Approved an th(sf,*da}f a , f957. . C. f. Jitf fCubota,City of Carfs&ard,Ca/iforni'a CITY OF CAftLSBAO /MPBOVEMENT PLANS PACIFIC TEBBACE Jab A"'5114 Scale .- 09 note'd Sfanitartf fajr /ranfr-asm- fC^ff- ,atrCify ef Ca'-/s Trac T Boundary m , \# I r x^ .jo' !? f\sf \n>£&'tf'P' Curfi ftAim DETAIL- STANDA/PO -L-_M-r-i- VX ^ **• ^t^rO-^ m=: Tract Boundary Of- OEDtVOOD AVE. Scale.: 3te eof/h COftrifcttdn folea/'Af of 6'or-orfr. DETAIL - CHtMNCY fo Sc - S£HEf? DEADEND CITY OF CARLSBAD TYPICAL SECT/ON OF- VD/TCH JC&QSS 0&4D •Sheet2afZ5f>eefs t/MSf-p-as-c J?_lM<i. u-iiuH!::: irtu!:1 H i - . .i I fij.;-4 j !.ri ; ;... 1.^.1 • ;..'^...i. '..;...i i. i : i ? t ..4.^.: i_^ i .;_r->.| '1-,44-f f-i-U:. .r*-4 ' --L. i j.4-.i-r.llj 4 i-t-i L-.U ;..U- /J--.-' j-e* ; r-H i -t-i T-hp- .-}*-* ' :Tu M. i '.^.-1'-^,.; .- !-^i_u^' ; I > . , i f .. L 4- i-, 1. ! L L-j-.f. ". 4..: '. l.j < [. ..4 '• L , ^ ' -j. ' T ,. I-.1 ' -i- 1 T .t i I ! ' , ! ' I ' i t^I i i r 1 1 i ' J .; • i i i T i ••'•'• j i ' j } LJt! '''1"i i !- l -t- i ^H; iiUL£-Ui,J ! !{! L_ ..: J. -;_ . AV^ : . t.r._i_i.' i_^*.i..; j.1 ,, IMPROVEMENTS IN CAPLSBAD TRACT N872-11.•*5IKHALe/WE,-ESCC»JOIOO. CAUPORWI* 08325