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08-0304_J. DE SIGIO CONSTRUCTION, INC._Construction Contract CONSTRUCTION CONTRACT THIS CONTRACT is made and entered into, to be effective, this day of March, 2008, by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "City," and J. De Sigio Construction, Inc., hereinafter referred to as "Contractor." City and Contractor mutually agree as follows: Section 1. General Conditions. Contractor certifies and agrees that all the terms, conditions and obligations of the Contract Documents as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed have been thoroughly reviewed, and enters into this Contract based upon Contractor's investigation of all such matters and is in no way relying upon any opinions or representations of City. It is agreed that this Contract represents the entire agreement between the parties. It is further agreed that the Contract Documents including the Notice Inviting Bids, Special Instructions to Bidders, if any, and Contractor's Proposal are incorporated in this Contract by reference, with the same force and effect as if the same were set forth at length herein, and that Contractor and its subcontractors, if any, will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly, to the work covered by this Contract. "Project" as used herein defines the entire scope of the work covered by all the Contract Documents. Anything mentioned in the Specifications and not indicated in the Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy in the Plans or Specifications, the matter shall be immediately submitted to City's Engineer, without whose decision Contractor shall not adjust said discrepancy save only at Contractor's own risk and expense. The decision of the Engineer shall be final. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-1 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT Section 2. Materials and Labor. Contractor shall furnish, under the conditions expressed in the Plans and Specifications, at Contractor's own expense, all labor and materials necessary, except such as are mentioned in the Specifications to be furnished by the City, to construct and complete the Project, in good workmanlike and substantial order. If Contractor fails to pay for labor or materials when due, City may settle such claims by making demand upon the surety to this Contract. In the event of the failure or refusal of the surety to satisfy said claims, City may settle them directly and deduct the amount of payments from the Contract price and any amounts due to Contractor. In the event City receives a stop notice from any laborer or material supplier alleging non-payment by Contractor, City shall be entitled to deduct all of its costs and expenses incurred relating thereto, including but not limited to administrative and legal fees. Section 3. Description of Project. The Project is described as: Recycled Water Pipeline Project — CIP No. 755, Recycled Water Pressure Reducing Station Project — CIP No. 785. and High West Side Pipeline Replacement Project, CIP No. 793 as delineated in the Plans and Specifications prepared by PSOMAS, dated February, 2008. Work to include: the underground placement of approximately 3,305 lineal feet of 24-inch diameter recycled water pipe from Camino Capistrano, along Junipero Serra Road to Rancho Viejo Road, and along Rancho Viejo Road to Mission Hills Drive; approximately 7,363 lineal feet of 16-inch domestic water pipe in Del Obispo Street from Blue Fin Drive to Calle Aspero; approximately 5,451 lineal feet of 12-inch domestic water pipe in Del Obispo Street and various residential streets in the City of San Juan Capistrano; approximately 824 lineal CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-2 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT feet of 8-inch domestic water pipe in Palo Alto, in the City of Dana Point; a meter vault in Palo Alto; a pressure reducing station vault in Rancho Viejo Road, and various pipe abandonment locations in the City of San Juan Capistrano. Section 4. Plans and Soecifications. The work to be done is shown in a set of detailed Plans and Specifications entitled: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 Said Plans and Specifications and any revisions, amendments or addenda thereto are attached hereto and incorporated herein as part of this Contract and referred to by reference. Section 5. Time of Commencement and Completion. Contractor agrees to commence the Project within ten (10) calendar days from the date set forth in the "Notice to Proceed" sent by City and shall diligently prosecute the work to completion within one-hundred twenty (120) working days from the date of the "Notice to Proceed" issued by the City excluding delays caused or authorized by the City as set forth in Sections 7, 8 and 9 hereof. Additionally, the contract includes an early completion milestone with liquidated damages for all pipeline and appurtenance construction, testing, backfilling, and surface restoration in the Del Obispo Street right-of-way from Blue Fin Drive to Alipaz Street and in the Junipero Serra Road right-of-way from Camino Capistrano to Rancho Viejo Road by August 1, 2008. The work area described for early completion must be completed in CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-3 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT advance of a street repair and paving project in order to avoid forfeiting Federal Highway grant funds and significant financial loss to the City. Section 6. Time is of the Essence. Time is of the essence of this Contract. As required by the Contract Documents, Contractor shall prepare and obtain approval of all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of Contractor's work in conformance with an approved construction progress schedule. Contractor shall coordinate the work covered by this Contract with that of all other Contractors, subcontractors and of the City, in a manner that will facilitate the efficient completion of the entire work in accordance with Section 5 herein. City shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time or order in which the various portions of the work shall be installed or the priority of the work of other subcontractors, and, in general, all matters representing the timely and orderly conduct of the work of Contractor on the premises. Section 7. Excusable Delays. Contractor shall be excused for any delay in the prosecution or completion of the Project caused by acts of God; inclement weather; damages caused by fire or other casualty for which Contractor is not responsible; any act, neglect or default of City; failure of City to make timely payments to Contractor; late delivery of materials required by this Contract to be furnished by City; combined action of the workers in no way caused by or resulting from default or collusion on the part of Contractor; a lockout by City; or any other delays unforeseen by Contractor and beyond Contractor's reasonable control. City shall extend the time fixed in Section 5 for completion of the Project by the number of days Contractor has thus been delayed, provided that Contractor presents a written request to City for such time extension within fifteen (15) days of the CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-4 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT commencement of such delay and City finds that the delay is justified. City's decision will be conclusive on the parties to this Contract. Failure to file such request within the time allowed shall be deemed a waiver of the claim by Contractor. No claims by Contractor for additional compensation or damages for delays will be allowed unless Contractor satisfies City that such delays were unavoidable and not the result of any action or inaction of Contractor and that Contractor took all available measures to mitigate such damages. Extensions of time and extra compensation as a result of incurring undisclosed utilities will be determined in accordance with Section C- 9(f) of the General Provisions. The City's decision will be conclusive on all parties to this Contract. Section 8. Extra Work. The Contract price includes compensation for all work performed by Contractor, unless Contractor obtains a written change order signed by a designated representative of City specifying the exact nature of the extra work and the amount of extra compensation to be paid all as more particularly set forth in Section 9 hereof. City shall extend the time fixed in Section 5 for completion of the Project by the number of days reasonably required for Contractor to perform the extra work, as determined by City's Engineer. The decision of the Engineer shall be final. Section 9. Changes in Project. A. City may at any time, without notice to any surety, by written order designated or indicated to be a change order, make any change in the work within the general scope of the Contract, including but not limited to changes: 1) in the Specifications (including drawings and designs); 2) in the time, method or manner of performance of the work; 3) in the City-furnished facilities, equipment, materials, services or site; or 4) directing acceleration in the performance of the work. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-5 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT B. A change order shall also be any other written order (including direction, instruction, interpretation or determination) from the City which causes any change, provided Contractor gives the City written notice stating the date, circumstances and source of the order and that Contractor regards the order as a change order. C. Except as provided in this Section 9, no order, statement or conduct of the City or its representatives shall be treated as a change under this Section 9 or entitle Contractor to an equitable adjustment. D. If any change under this Section 9 causes an increase or decrease in Contractor's actual, direct cost or the time required to perform any part of the work under this Contract, whether or not changed by any order, the City shall make an equitable adjustment and modify the Contract in writing. Except for claims based on defective specifications, no claim for any change under paragraph (B) above shall be allowed for any costs incurred more than twenty (20) days before the Contractor gives written notice as required in paragraph (B). In the case of defective specifications for which the City is responsible, the equitable adjustment shall include any increased direct cost Contractor reasonably incurred in attempting to comply with those defective specifications. E. If Contractor intends to assert a claim for an equitable adjustment under this Section 9, it must, within thirty (30) days after receipt of a written change order under paragraph (A) or the furnishing of a written notice under paragraph (B), submit a written statement to the City setting forth the general nature and monetary extent of such claim. The City may extend the thirty (30) day period. Contractor may include the statement of claim in the notice under paragraph (B) of this Section 9. F. No claim by Contractor for an equitable adjustment shall be allowed if made after final payment under this Agreement. G. Contractor hereby agrees to make any and all changes, furnish the materials and perform the work that City may require without nullifying this Contract. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-6 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT Contractor shall adhere strictly to the Plans and Specifications, unless a change there from is authorized in writing by the City. Under no condition shall Contractor make any changes to the Project, either in additions or deductions, without the written order of the City and the City shall not pay for any extra charges made by Contractor that have not been agreed upon in advance in writing by the City. Contractor shall submit immediately to the City written copies of its firm's cost or credit proposal for change in the work. Disputed work shall be performed as ordered in writing by the City and the proper cost or credit breakdowns therefore shall be submitted without delay by Contractor to City. H. If in the opinion of the City's Engineer, it is in the City's best interest and it is deemed necessary to proceed with a required change in the Contract Documents, and time precludes submittal of the Contractor's proposal or, thorough analysis of the Contractor's proposal, or the parties fail to reach an agreement, the City may order the Contractor to proceed (Proceed Order) on the basis of a tentative, not to exceed price based on the best estimate available at the time, with the firm price and time impact to be determined later. If a Proceed Order is issued, the Contractor shall submit his proposal for the changes in the work within 7 calendar days of the Proceed Order, and a Change Order shall be negotiated and fully executed within 30 calendar days of the Proceed Order. Section 10. Liquidated Damages for Delay. The parties agree that if the total work called for under this Contract, in all parts and requirements, is not completed within the time specified in Section 5 plus the allowance made for delays or extensions authorized under Sections 7, 8 and 9, the City will sustain damage, which would be extremely difficult and impracticable to ascertain. The parties therefore agree that Contractor will pay to City the sum of Five Hundred Dollars ($500) per day, as liquidated damages, and not as a penalty, for each and every calendar day during which substantial completion of the Project is so delayed. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-7 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT The parties additionally agree that Contractor will pay to City the sum of Five Thousand Dollars ($5,000) per day, as liquidated damages, and not as a penalty, for each and every working day during which completion of the work required for the early completion milestone portion of the Project is so delayed past the early milestone substantial completion date of August 1, 2008. Commencement of construction must begin no later than May 5, 2008. Contractor agrees to pay such liquidated damages and further agrees that City may offset the amount of liquidated damages from any monies due or that may become due Contractor under this Contract. Section 11. Contract Price and Method of Payment. City agrees to pay and Contractor agrees to accept as full consideration for the faithful performance of this Contract, subject to any subsequent additions or deductions as provided in approved change orders, the sum of Two Million Five Hundred Twelve Thousand Two Hundred and Twenty-Eight Dollars ($2,512,228.00) as itemized on the attached Exhibit "A." Within thirty (30) days from the commencement of work, there shall be paid to the Contractor a sum equal to ninety percent (90%) of the value of the actual work completed plus a like percentage of the value of material suitably stored at the worksite, treatment plant or approved storage yards subject to or under the control of the City, since the commencement of the work as determined by the City. Thereafter, on a schedule issued by the City at the commencement of the job which shows a minimum of one payment made to the Contractor per month for each successive month as the work progresses and the request for payment due dates from the Contractor to meet the payment schedule, the Contractor shall be paid such sum as will bring the total payments received since the commencement of the work up to ninety percent (90%) of the value of the work completed since the commencement of work as determined by the City, less all previous payments, provided that the Contractor submits the request for CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-8 RECYCLED WATER PRESSURE REDUCING STATION PROJECT - HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT payment prior to the end of the day required to meet the payment schedule. The City will retain ten percent (10%) of each approved progress payment until the Work is fifty percent (50%) complete. Then, the City may at its option suspend further retainage until the final progress payment. The City reserves the right to reinstate up to ten percent (10%) retainage of the total of the Work if the City determines, at its discretion, that the Contractor is not performing the Work satisfactorily, or there is other specific cause for such retainage. Payments shall be made on demands drawn in the manner required by law, accompanied by a certificate signed by the City's Engineer, stating that the work for which payment is demanded has been performed in accordance with the terms of the Contract, and that the amount stated in the certificate is due under the terms of the Contract. Partial payments on the Contract price shall not be considered as an acceptance of any part of the work. Section 12. Substitution of Securities in Lieu of Retention of Funds. Pursuant to Public Contract Code Section 22300 et seq., the Contractor will be entitled to post approved securities with the City or an approved financial institution in order to have the City release funds retained by the City to insure performance of the Contract. Contractor shall be required to execute an addendum to this Contract together with escrow instructions and any other documents in order to effect this substitution. Section 13. Completion. Within ten (10) days after the contract completion date of the Project, Contractor shall file with the City's Engineer its affidavit stating that all workers and persons employed, all firms supplying materials, and all subcontractors upon the Project have been paid in full, and that there are no claims outstanding against the Project for either labor or material, except those certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Stop Notices which have been CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT 8-9 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT filed under the provisions of the statutes of the State of California. City may require affidavits or certificates of payment and/or releases from any subcontractor, laborer or material supplier. Section 14. Contractor's Employees' Compensation. A. Davis-Bacon Act: Contractor will pay and will require all subcontractors to pay all employees on said Project a salary or wage at least equal to the prevailing rate of per diem wages as determined by the Secretary of Labor in accordance with the Davis-Bacon Act for each craft or type of worker needed to perform the Contract. The provisions of the Davis-Bacon Act shall apply only if the Contract is in excess of Two Thousand Dollars ($2,000.00) or when twenty-five percent (25%) or more of the Contract is funded by federal assistance. If the aforesaid conditions are met, a copy of the provisions of the Davis-Bacon Act to be complied with are incorporated herein as a part of this Contract and referred to by reference. B. General Prevailing Rate: City has ascertained from the State of California Director of Industrial Relations the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Contract, and copies of the same are on file in the Office of the Engineer of City. The Contractor agrees that not less than said prevailing rates shall be paid to workers employed on this public works contract as required by Labor Code Section 1774 of the State of California. C. Forfeiture For Violation: Contractor shall, as a penalty to the City, forfeit Fifty Dollars ($50.00) for each calendar day or portion thereof for each worker paid (either by the Contractor or any subcontractor under it) less than the prevailing rate of per diem wages as set by the CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-10 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT Director of Industrial Relations, in accordance with Sections 1770-1780 of the California Labor Code for the work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California. D. Travel and Subsistence Pay: Section 1773.8 of the Labor Code of the State of California, regarding the payment of travel and subsistence payments, is applicable to this Contract and Contractor shall comply therewith. E. Apprentices: Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California, regarding the employment of apprentices, is applicable to this , Contract and the Contractor shall comply therewith if the prime contract involves Thirty Thousand Dollars ($30,000.00) or more or twenty (20) working days, or more; or if contracts of specialty Contractors not bidding for work through the general or prime Contractor are Two Thousand Dollars ($2,000.00) or more or five (5) working days or more. F. Workday: In the performance of this Contract, not more than eight (8) hours shall constitute a day's work, and Contractor shall not require more than eight (8) hours of labor in a day from any person employed by him hereunder except as provided in paragraph (B) above. Contractor shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 et seg.) of the Labor Code of the State of California and shall forfeit to the City as a penalty, the sum of Twenty-five Dollars ($25.00) for each worker employed in the execution of this Contract by Contractor or any subcontractor for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in any one calendar day and forty (40) hours in any one week in violation of said Article. Contractor shall CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-11 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by Contractor in connection with the Project. G. Record of Wages: Inspection: Contractor agrees to maintain accurate payroll records showing the name, address, social security number, work classification, straight-time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by it in connection with the Project and agrees to require that each of its subcontractors does the same. All payroll records shall be certified as accurate by the applicable Contractor or subcontractor or its agent having authority over such matters. Contractor further agrees that its payroll records and those of its subcontractors shall be available to the employee or employee's representative, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards and shall comply with all of the provisions of Labor Code Section 1776, in general. Section 15. Surety Bonds. Contractor shall, before entering upon the performance of this Contract, furnish bonds approved by the City Counsel -- one in the amount of one hundred percent (100%) of the Contract price bid, to guarantee the faithful performance of the work, and the other in the amount of one hundred percent (100%) of the Contract price bid to guarantee payment of all claims for labor and materials furnished. This Contract shall not become effective until such bonds are supplied to and approved by the City. Section 16. Insurance. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-12 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT A. Contractor is also aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers' Compensation or undertake self-insurance in accordance with the provisions of that Code and will comply with such provisions before commencing the performance of the work of this Contract. B. Contractor and all subcontractors will carry workers' compensation insurance for the protection of its employees during the progress of the work. The insurer shall waive its rights of subrogation against City, its officers, agents and employees and shall issue a certificate to the policy evidencing same. . C. Contractor shall at all times carry, on all operations hereunder, bodily injury, including death, and property damage liability insurance, including automotive operations, bodily injury and property damage coverage. All insurance coverage shall be in amounts specified by City in the Insurance Requirements and shall be evidenced by the issuance of a certificate in a form prescribed by the City and shall be underwritten by insurance companies satisfactory to City for all operations, subcontract work, contractual obligations, product or completed operations, all owned vehicles and non-owned vehicles. Said insurance coverage obtained by the Contractor, excepting workers' compensation coverage, shall name the City, its Directors, Officers, Agents, Employees, Engineers, and Consultants for this contract, and all public agencies from whom permits will be obtained and their Directors, Officers, Agents and Employees, as determined by the City, as additional insureds on said policies. D. Before Contractor performs any work at, or prepares or delivers materials to, the site of construction, Contractor shall furnish certificates of insurance evidencing the foregoing insurance coverages and such certificates shall provide the name and CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-13 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT policy number of each carrier and policy and that the insurance is in force and will not be canceled without thirty (30) days' written notice to City. Contractor shall maintain all of the foregoing insurance coverages in force until the work under this Contract is fully completed. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of City by Contractor under Section 17 of this Contract. Notwithstanding nor diminishing the obligations of Contractor with respect to the foregoing, Contractor shall subscribe for and maintain in full force and effect during the life of this Contract, the following insurance in amounts not less than the amounts specified and issued by a company admitted in California and having a Best's Guide Rating of A-Class VII or better: Worker's Compensation In accordance with the Workers' Compensation Act of the State of California -- Minimum of $1,000,000 Public Liability, in the form of either Comprehensive General $5,000,000, per occurrence, or Liability or Commercial General alternatively, Liability written on a per-occurrence $5,000,000 aggregate, separate basis for this project. Automobile liability, including $5,000,000 per occurrence non-owned and hired vehicles City or its representatives shall at all times have the right to inspect and receive the original or a certified copy of all said policies of insurance, including certificates. Contractor shall pay the premiums on the insurance hereinabove required. Section 17. Risk and Indemnification. All work covered by this Contract done at the site of construction or in preparing or delivering materials to the site shall be at the risk of Contractor alone. Contractor agrees to save, indemnify and keep City, its Directors, Officers, Agents, Employees, Engineers, and Consultants for this Contract, and all public agencies from whom permits will be obtained and their Directors, Officers, Agents and Employees harmless CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-14 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT against any and all liability, claims, judgments, costs and demands, including demands arising from injuries or death of persons (Contractors' employees included) and damage to property, arising directly or indirectly out of the obligations herein undertaken or out of the operations conducted by Contractor, save and except claims or litigation arising through the sole negligence or sole willful misconduct of City, and will make good to and reimburse City for any expenditures, including reasonable attorneys' fees City may incur by reason of such matters, and if requested by City, will defend any such suits at the sole cost and expense of Contractor. Section 18. Stop Notice Administration. City reserves the right to charge Contractor for City's actual administrative time (including attorney's time) to administer and process stop notices filed by Contractor's subcontractors, materialmen, or any other claimant or lienholder. Section 19. Termination. A. This Contract may be terminated in whole or in part in writing by either party in the event of substantial failure by the other party to fulfill its obligations under this Contract through no fault of the terminating party, provided that no termination may be effected unless the other party is given: (1) not less than ten (10) calendar days' written notice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terminating party prior to termination. B. This Contract may be terminated in whole or in part in writing by the City for its convenience, provided that the Contractor is given (1) not less than ten (10) calendar days' written notice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terminating party prior to termination. C. If termination for default or convenience is effected by the City, an equitable adjustment in the price provided for in this Contract shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other work, and (2) any payment due to the Contractor at the time of termination may be adjusted to cover any additional costs to the City because of the Contractor's default. If termination for default is effected by the Contractor, the equitable adjustment shall include a CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-15 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT reasonable profit for services or other work performed, but no adjustment will be allowed for anticipated profits. The equitable adjustment for any termination shall provide for payment to the Contractor for services rendered and expenses incurred prior to the termination, in addition to termination settlement costs reasonably incurred by the Contractor relating to commitments which had become firm prior to the termination. D. Upon receipt of a termination action under paragraphs (A) or (B) above, the Contractor shall (1) promptly discontinue all affected work (unless the notice directs otherwise), and (2) deliver or otherwise make available to the City all data, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by the Contractor in performing this Contract whether completed or in process. E. Upon termination under paragraphs (A) or (B) above, the City may take over the work and may award another party an agreement to complete the work under this Contract. Contractor agrees to perform all work under this Contract in accordance with the City's designs, drawings and specifications. The Contractor guarantees for a period of at least one (1) year from the date of substantial completion of the work that the completed work is free from all defects due to faulty materials, equipment or workmanship and that he shall promptly make whatever adjustments or corrections which may be necessary to cure any defects, including repairs of any damage to other parts of the system resulting from such defects. The City shall promptly give notice to the Contractor of observed defects. In the event that the Contractor fails to make adjustments, repairs, corrections or other work made necessary by such defects, the City may do so and charge the Contractor the cost incurred. The performance bond shall remain in full force and effect through the guarantee period. The Contractor's obligations under this clause are in addition to the Contractor's other express or implied assurances under this Contract or state law and in no way CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-16 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT diminish any other rights that the City may have against the Contractor for faulty materials, equipment or work. Section 20. Assignment. No assignment by the Contractor of this Contract or any part hereof, or of funds to be received hereunder, will be recognized by the City unless such assignment has had prior written approval and consent of the City and the surety. Section 21. Attorneys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which it may be entitled. If any action is brought against the Contractor or any subcontractor to enforce a Stop Notice or Notice to Withhold, which names the City as a party to said action, the City shall be entitled to reasonable attorneys' fees, costs and necessary disbursements arising out of the defense of such action by the City. The City shall be entitled to deduct its costs for any Stop Notice filed, whether court action is involved or not. Section 22. Resolution of Disputes. The City and the Contractor shall comply with the revisions of California Public Contracts Code Section 20104, et sea., regarding resolution of construction claims for any claims which arise between the Contractor and the City. Section 23. Notices. Any notice required or permitted under this Contract may be given by ordinary mail at the address set forth below. Any party whose address changes shall notify the other party in writing. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-17 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT To City: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Attn: Director of Public Works To Contractor: J. De Sigio Construction Co. Inc 935 S. Mayflower Ave. Arcadia, CA 91006 Attention: Scott Walker IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract as of the date first hereinabove written. Cl Y OF N N CAPISTRANO By: D d Joe oto, Mayor J. De '*At Cti n, I By: Scott Walker, Vice President ATT S By: !(� r aref R. nah6n, C' Clerk APPROVED nAS TO FORM: By: Oma► �I PJJA Omar Sandoval, City Attorney CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-18 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT BID This is EXHIBIT A consisting of one page,referred to in and made a part of the Agreement between the OWNER BID TO: CITY OF SAN JUAN CAPISTRANO, CALIFORNIA and the CONTRACTOR. The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the forth included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in said Contract Documents entitled: RECYCLED WATER PIPELINE PROJECT CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO.793 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): Number n Date 2 Z G Number 02. Date -z-hed.I OC Aa Number Date Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances,rules,and regulations), and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations as Bidder deems necesBary. In conformance with the current statutory requirements of California Labor Code Section 1860,at seq.,the undersigned confirms the following as Its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General Information,and Bid Bond contained in these Bid Forms,said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s). Dated: 3f / �� Bidder: lam`T_ [�� S l Cs�1 t7 L;�Q(\r��)j�'LTLuGTg3TJt sr lL By: (Signature) Title: UIcr'- 'V'�> "�s1'T FORM u-300 BID (PROPOSAL) oeu-300b,e R80 0. BID FORMS-PAGE 1 February MOB Rev 1 EXHIBIT A Addendum No. 1 (February 25, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-l, 2, 3, 4, 5 and 6. Date Received by Bidder: By: Bidd r' Co pan Name Bidder's Signature Soca-c-c W At lin, — Typed or Printed Name Prepared by: Psomas 3187 Redhill Ave., Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Addendum I -High Westside Pipeline.doc PAGE A 1-2 Addendum No. 2 (February 27, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1, 2, and 3. Date Received by Bidder: By: -S_ 4aE �6(„La Cl3iJ$T,f'T/JC . Bidder' mpany Name ZI 2� f Z�e°i Bidder's Signature Typed or or Printed Name Prepared by: Psomas 3187 Redhill Ave., Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Addendum 2A-Nigh Westside Pipeline.doc PAGE AI-2 BID SCHEDULE RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price GENERAL ITEMS Mobilization/Demobilization,Permits, Bonds, Lump Sum Allowance $100,000.00 1 Insurance and Construction Scheduling 2 Traffic Control and Regulation 1 LS $�'�� ,' $Q (Y 3 Erosion and Sedimentation Control,SWPPP 1 LF $5000�9-' $ 4 Record Drawings Lump Sum Allowance $10,000.00 5 Demobilization 1 LS $�_ '� $__7 40D RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 Provide sheeting, shoring,and bracing for o, $ LI,ZGYJ+ o�v 6 excavations, or equivalent method conforming to 1 LS $4 Zwr applicable safety orders 6A Caltrans permitting and inspection costs Reimbursable Allowance $10,000.00 7 Perform potholing and survey of existing utilities 1 LS S.91_000 4O' Furnish and install 24-inch dia. PVC pipe, C905, Class 235, including bends,fittings,thrust blocks, B trenching, backfill,compaction,and 3,330 LF $M3 $Lis appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install temporary end-of-line pipe cap w i 9 - Install Owner supplied materials as listed in the 1 Each $ZTtt0O. $Zr lOU1 Special Provisions.Appendix 10 Furnish and install 4-inch dia.blowoff/drain 1 Each $�900� $Z.Qcx)4 11 Furnish and install 2-inch air/vacuum valve 1 Each $! — v 11A Furnish and install 2-inch recycled water service 2 Each $J40U, $ 39- _moa Furnish and install recycled waterline connection, CIO- 12 12 including pipe,valves,fittings,thrust blocks, 1 LS s7-*7 7G $Z couplings,trenching, and backfill at STA 43+30+/- Perform all street,pavement, and surface restoration,including base removal/replacement, uo 13 pavement removal/replacement, grinding, 17,000 SIF capping, striping,and traffic control loop replacement 14 Replace Traffic Loops 1 LS $Q $Ste+ 0.9- 15 Perform hydrostatic testing of pipe per City 1 LS $ +� $�30�° Standard Specifications SI(al0 CvIJSTRur_-rio+j NC, Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE 'BID FORMS-PAGE 2 09U-302-1 ReO dm-1 Febwary 2008 Revl This is Page 2 of EXHIBIT Btonsisting of 4 pages,referred to in and made a part of the AGREEMENT between the OWNER and fhe CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO. 793 Item Description Estimated Unit Unit Amount No. Quantity Price RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO.785 Provide shoring,sheeting,and bracing for CW 16 excavations, or equivalent method conforming to 1 LS $tZ.004 $1 IZOa+ applicable safety orders 17 Perform potholing and survey of existing utilities 1 LS $I rCotJa $_ A90151 Furnish and install recycled waterline connections Qp aO 18 including, lee and valve assemblies,pipe,fittings, 1 LS $_7 300' $ valves,and thrust blocks between existing �- recycled waterline and vault Perform all site work,including demolition, base and finish paving, street/pavementtsurface d0 19 restoration, base removal/replacement, pavement 1 LS $ OGt7+ $ZZrOoc�� removal/replacement,grinding, capping,striping, curb and gutter,and grading Furnish and install pre-cast concrete pressure 20 reducing station vault and equipment including 1 LS $ 5Z'00C'_ $ � pressure reducing valves, piping, fittings, and appurtenances 21 Fumish and install vault and site electrical work 1 LS $ZS000'J $2.S'D[X) and SDG&E electrical service 21A SDG&E service costs Reimbursable Allowance $12,000.00 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Provide shoring,sheeting, and bracing for of 912 22 excavations, or equivalent method conforming to 1 LS $y5 f��� $✓C applicable safety orders 23 Perforn potholing and survey of existing utilities 1 LS $ DOD., '� $� QLQ YJa Furnish and install 16-inch dia. PVC pipe, C905, Class 235, including bends,fittings,thrust blocks, i 24 trenching, backfill,compaction,and 7,264 LF $_ $S6/66 gig appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 12-inch dia. PVC pipe, C900, Class 200, including bends,fittings, thrust blocks, „0 25 trenching, backfill,compaction, and 5,469 LF $ +a $3ZZ IG7I4 appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 9-inch dia.PVC pipe,C900, Class 200, including bends,fittings,thrust blocks, 26 trenching, backfill,compaction, and 700 LF $ .. $4 appurtenances- Install Owner supplied materials as listed in the Special Provisions Appendix S • SI(.iLC> GOA)Sr_1 Z .-rttOr l ?WC Name of Bidder or Firm FORM U-302 UNIT PRICE UNIT PRICE BID SCHEDULE 09U-W2-2 Revl doc-2 BID FORMS-PAGE 3 February 2008 Rev 1 This is Page 3 of EXHIBIT B consisting of 4 pages,referred to in and made apart of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO. 793 Item Description Estimated Unit Unit Amount No. Quantity Price Furnish and install 4-inch dia.blowoff/drain- I 27 Install Owner supplied materials as listed in the 5 Each $7Z 9001 Special Provisions Appendix 2B Furnish and install 2-inch dia.blowoff/drain per 6 Each $g ,� $ i City Standard Drawing 29 Furnish and install 2-inch air/vacuum valve per 8 Each $R-000, $3� City Standard Drawing 30 Furnish and install 1-inch air/vacuum valve per 5 Each $ •9P $L u City Standard Drawing Furnish and install domestic waterline tee and valve assemblies,including pipe,valves,fittings, pry 31 thrust blocks, couplings,trenching, and backfill - 1 LS Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install domestic waterline connections, including pipe,valves, fittings,thrust 32 blocks,couplings,trenching,and backfill -Install 1 LS $S�orx�. $ + Owner supplied materials as listed in the Special Provisions Appendix Perform all street, pavement, and surface restoration, including base removal/replacement, b Qp 33 pavement removal/replacement,grinding, 85,500 SF $�� capping, and striping in the City of San Juan Capistrano right-of-way,excluding Del Obispo Street from Paseo Tenazza to Alipaz Street Perform all street,pavement, and surface restoration, including base removai/replacement, p� 34 and pavement removal/replacement in Del Obispo 5,100 SF $i.1z $ �. Street from Paseo Tenazza to Alipaz Street in the City of San Juan Capistrano right-of-way Perform all street,pavement,and surface restoration, including base removal/replacement, 35 and pavement removal/replacement in the City of 6,500 SF $f $ Dana Point right-of-way or per City of Dana Point requirements Perform all grinding, and AC finish paving, andQo QV 36 striping in the City of Dana Point right-of-way or 68,500 SF $Z $ 13-7,ono+ per City of Dana Point requirements 37 Remove and replace PCC driveways 2 EA $ +� $ IMP 38 Traffic loops replacement 1 LS $2�4CD•� $Z4r4oD� Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U302 UNIT PRICE BID FORMS-PAGE 4 09U.302-3 SW dm-3 February 2008 Rev 1 This is Page 4 of EXHIBIT B consisting of 4 pages,referred to in and made apart of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP 11 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO,793 Item Description Estimated Unit Unit Amount No. Quantity Price Furnish and install pre-cast concrete metering and ov 39 pressure reducing vault and equipment including 1 LS ms ow+ meter,valves,piping,fittings, drain,surface ms — $ / r.�J�/JT repair, and appurtenances 40 Construct domestic waterline abandonments at 027 1 LS $ 2Gia�7 $ r; the locations shown on the Plans 41 Furnish and install 1-inch domestic water services 2 Each $ #OVvC $ZIZ�a per City Standard Drawing 42 Furnish and install 6"resilient wedge gate valves 1 Each sm y? per City Standard Drawing COD 43 Furnish and install 8"resilient wedge gate valves 2 Each $ IDU $ Z,Z 'jr� per City Standard Drawing m 44 Furnish and install 12"resilient wedge gate valves 3 Each aack, per City Standard Drawing 111 45 Perform hydrostatic testing of pipe per City 1 LS $90w� $S oGt�+ Standard Specifications —i— —i 45 Perform disinfection and flushing of domestic 1 LS waterline per City Standard Specifications 47 City of Dana Point permitting and inspection costs Reimbursable Allowance $10,000.00 TOTAL OF ALL ITEMS OF THE BID SCHEDULE: $ 2 Sl2 Zig (Price in gures) iw0 -k--torl f k= 1VQ 1LV nC�P��I WJE `1 ► �OUSAN�1 (Price in words) QUANTITIES OF WORK- The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of San Juan Capistrano does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item,by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. S_ `t?1_ St C�+y C.p�.1SSTtuZ.Tivnlr'� NC . Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE BID FORMS-PAGE 5 09U-302-4 Rev1 dm-3 February 208 Rev1 INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100,at seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price,and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words"and/or"will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's License Work to be Performed Number Subcontractor's Name &Address 1 ASP+ kAL i PAVIM 2J6_70-73 At..t._ AME.QICAAPJ ASN>Hft..rr A ,.rA�CA ; 9'La'f8 2 EI�G��1GfiL 1 Zl SIS ntL List Z'C72o��p4 2 2 `' -2 -Nn1 3 SVRVG- Y L 5926 7S L_ SUI_V6 t1i r4 C- 4 r-4r.ao �q uAC,uE SAnI 'SVA CA(��S��A..rO,GA . a2(o7S 4 C�-kLdV-INCkCltt,t4l zy 035 JpF_0rk _t*R1 NP-%)On f1 • fLOEr 1 1, �L hiC• `C6 N_ I"I 2(fl-�L13-So3� 5 6 7 8 LIST OF SUBCONTRACTORS FORM U330 BID FORMS -PAGE 6 FORMIOU4UAWsubs Ravt eoc Febm.,2008 Rev 1 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of Orange ) I D. Scott Walker being first duly swom,deposes and says that he or she is Vice President of J. DeSigio Construction, Inc, 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 Bidderor 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. Bidder J. eSig q ns ct ac. By Title D. Scott Walker — Vice President Organization_ _ J. DeSigio Construction, Inc. Address 935 S. Mayflower Ave. Arcadia, CA 91006 Foau bcd. NON-COLLUSION AFFIDAVIT FORM Ueol.aoc Fabwary 20x9 BID FORMS-PAGE 5 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On �L before me, Mary Nartignoni – Notary Public Date Here Insert Name and Tine of the Officer personally appeared D. Scott Walker Name(e)of Signerce) 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/shetthey executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the MARY MARTIGNONI instrument the person(s), or the entity upon behalf of zCOMM. # 1761251 which the person(s) acted, executed the instrument. Q ' „ . " NOTARY PUBLIC-CALIFORNIA ORANGE COUNTY I certify under PENALTY OF PERJURY under the laws My Comm.Expires Sept 9,2011 of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Place Ndary Seal AUove Si5C7 of NMary Pudk OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: D. Scott Walker Signer's Name: ❑ Individual ❑ Individual 2 Corporate Officer—Title(s): Vice President ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General _ ❑Partner—❑ Limited ❑ General El _ _-Attorney in Fact • ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: J. DeSieto Construction, Inc. 020D7Nao"INotaryAmdatbn-9350Desoto Me.,P.o.B=2A02-ChelexMh.CA9131&2902-w Nati Notaryorg IMM15907 Re r:CeATaKFree1-Boo 86927 BID BOND Bond No. 075 KNOW ALL MEN BY THESE PRESENTS, that we, _ J. DeSigio Construction, Inc. , as PRINCIPAL, and First National Insurance Comuany of America as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ *SEB #1 BELOW* for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated March 3, 2008 for the construction of: RECYCLED WATER PIPELINE PROJECT CIP NO, 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO, 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has. been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specked in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and effect. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered, *#1 - TEN PERCENT OF THE AMOUNT OF THE BID (10Z) BB-1 Executed this 14th day of February 20 08 , at Fullerton California. J. DeSigio Construction, Inc. Principal By: al Title: D. Scott Walker — Vice President First National Insurance Company of America Surety By: Title: Les M. Mantle — Attorney in Fact Approved as to form: Omar Sandoval, City Attorney BB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On '` ,-c; l before me, Mary Martignoni — Notary Public Dale Nero Insert Name sW Tito of Mre Ol6cer personally appeared Les M. Mantle Nemels)d Signerxs) 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 MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the ow� 1 COMM. # 1761251 r instrument the person(s), or the entity upon behalf of QNOTARY PUBLIC-CALIFORNIAwhich the person(s) acted, executed the instrument. ORANGE COUNTY Comm.Expires Sept.9,2011 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. Signatu e Pbca Notary Seel AEwe Signa m d Nary Pudic OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Abo%v: Capacity(les) Claimed by Signer(s) Signer's Name: Les M. Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General ❑Partner—❑ Limited ❑General M Attorney in Fact ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: _ Signer Is Representing: First National Insurance Company ofAmerica 02W7 Nesdtel Nclary lasdietion•1K150 De sob Mro.,P.O.Bat 2a82•ChetawdM,CA 913/&2a02•www.NatldialNdaryorg Iteme5W7 ReoNar:ceno0.r-ae1-B04876-6827 POWER First National Insurance Company of America m a OSefeco Plaza F ATTORNEY Seattle,WA 98195 No. 9018 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint «««+«++++«....... ....«+++++««•++«+«++LES M.MANTLE;Fullerton,California... its true and lawful attorney(syin-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business,and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers of its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this� 7715Th day of May 2007 STEPHANIE DALEY-(WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL 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-in4act 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 FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-ofattorney appointment,exewted pursuant thereto,and (iii) Certifying that Said power-of-attorney 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,Stephanie Daley-Watson ,Secretary of FIRST NATIONAL 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 this corporation, 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 this 14th day of February 2nng `�SugkMCf Ce N oe�e14'w SEAL Xfls�la.u.'�wj�Jta�" LJ , 1 928 STEPHANIE DALEY-WATSON,SECRETARY sig was+` �7� 51049/0F 4/05 a Sareco®and the Safeco logo are registered trademarks or Safeco corporation. WEB PDF BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street Address: .'T>e_ SllolO Cc>NSi 'SNC, - 35 r3.MAY>rtAWEA-3C - f+.QCAfl.A rC lct�L� 2. CONTRACTOR'S Telephone Number:((,Zt. )3S`i-93s3� Facsimile Number: (&;?( )3S-7-7344 E-mail address SWALxF_?, NA-es%glo.COM 3. CONTRACTOR'S License: Primary ClassificationA State License Number(s) -12n S93 Supplemental License Classifications C__126 4. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety FtfZs`% NATCWNAA, Mt. SyRAWr-_ eo, OF AMIMICA Address l2O VAN-TIS SvV%-C- 1"60 AL4S0 v tE so , CA .92.fos(a Surety Company Agent (k16-. N1 . 1-A An►N l.E. Telephone Numbers: Agent(-714 ) X441 -Z?ZZ Surety(QL{9 ) t6osfl—Lv&o') 5. Type of Firm (Individual, Partnership or Corporation): CA QA7lOo.1 6. Corporation organized under the laws of the State of: C_41U FoV-N I A 7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: 'f"RE.S�OFsI� -Sul.\An1 bE SIC��y ��,T, y ICF.. S�'P��s,tart� �_��c..��.� �.J oa.►cE.e. FORM U420 BIDDER'S GENERAL INFORMATION 13U420iMo.boc BID FORMS-PAGE 8 February 2008 tl 1 V ' f . $28,592.00 PREMIUM IS FOR CONTRACT TERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE Bond I No. 52TED IN Y065 EXERIPLICATE PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that as Principal (hereinafter J. Desi io Construction Inc. called "Contractor"), and First National Insurance Com a2 of America as Surety (hereinafter called "Surety"), are Weld and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City"), in the amount of *SEE #1 BELOW* Dollars ($2,512,228.00***********�j, for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has, by written agreement dated March 2008 entered into a contract to construct the following capital improvement projects: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 which contract is, by reference, made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Contractor shall promptly and faithfully perform said agreement then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the Contractor in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 2. Said Surety, for value received, hereby stipulates and agrees that no change, or extension of time, alteration, or modification of the contract documents, or of the work to be performed thereunder, shall in any way affect its obligation or this bond, and it does hereby waive the notice of any such change, extension of time, alteration or modification of the contract documents or of work the be performed thereunder. *#1 — TWO MILLION FIVE HUNDRED TWELVE THOUSAND TWO HUNDRED TWENTY EIGHT DOLLARS* Executed this 18th day of March 20 08 , at Fullerton Califomia. J. DeSig o Construction, Inc. 6: Qe PRINCIPAL By D. Scott {calker -- Vice President (NOTARIZATION AND SEAL) First National Insurance Company of America SURETY By: v — Les M. Mantle - Attorney in Fact (NOTARIZATION AND SEAL) APPROVED AS TO FORM OMAR SANDOVAL, CITY ATTORNEY CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On 3--� _o before me, teary Me Ignoni — Notary Public Dare Hans Ineeri Name entl role of Ma Olfaer personally appeared D. Scott Walker Nam (s)of Signers) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/herRheir authorized MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the COMM. # TIGN 1 a instrument the person(s), or the entity upon behalf of QlamY NOTARY PUBLIC-CALIFORNIA< which the person(s) acted, executed the instrument. ORANGECOUNTY Comm.Expires Sept.9,2011 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. Signal Rl oe Notary Seal AEove Sig ure Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s)Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: D. Scott Walker Signer's Name: ❑ Individual ❑ Individual IX Corporate Officer—Title(s): Dice President ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: J. DeSigto Construction, Inc. CM7Natipial Notary Aseodatbn•9350De Solo Ave.,P.O.B 24 -Chd M,CA9131&2402•vavw.NaW MNotaryorg Item#5901 Reader.Caa Tdl-Ree1410D876 7 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California 1 County of orange Jr On 2r—k8-03- before me, Mary Martignoni — Notary Public Dsta Iters Insert Name arM TBb of th Olficrer personally appeared Lea M. Mantle Names)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the r ' COMM. # 1761251 a instrument the person(s), or the entity upon behalf of Q - NOTARY PUBLIC-CALIFORNIA; which the person(s) acted, executed the instrument. ORANGE COUNTY MY Comm.Expires Sept 9,2011 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. Signatu _ nono=t Q) Puce Notary Sed Above signet re wu y Pu OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: Les M. Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): _ ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General _ ❑ Partner—❑ Limited ❑ General X Attorney in Fact -• ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: First National Insurance_ Company of America 02007National Nntary Assotlatlon•9350D 3 Ava,P.O.e 24W-Chats ,CA913132402•w .NatidialNdaryorg Item#6907 Reoeler:Cafl Tdl-FC 1.800876-6827 PREMIUM INCLUDED IN PERFORMANCE BOND Bond EXECUTED IN N TTRIS E%ECUTID RIPLICATE LABOR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to: J. DeSigio Construction, Inc. License No. 737593 hereinafter designated as "Principal", a contract for; RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 and, WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub- contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we J. DeSigio Construction, Inc. Principal, and First National Insurance Company of America , as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of *SEE 11 BELOW* DOLLARS ($2,512,228.00), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work, or for any amounts required to be deducted, withheld, and paid over to the EDD from the wages of employees of the contractor and subcontractors pursuant to Section *#1 - TWO MILLION FIVE HUNDRED TWELVE THOUSAND TWO HUNDRED TWENTY EIGHT DOLLARS* 13020 of the. Unemployment Insurance Code with respect to such work, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed there under. As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Executed this 18th day of March 2Q__08 , at Fullerton California. J. DeSigio Construction Nnc. RI IPAL By: D. Scott Walker - Vice President First National Insurance Company of America SURETY l By: (Notarization and Seal) Les M. Mantle - Attorney in Fact APPROVED AS TO FORM Omar Sandoval, CityAttomey CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On before me, Wary Me Lgnoni — Notary Public care Here Insert Name and We of the olrloer personally appeared D. Scott Walker Names)o/Signarls) who proved to me on the basis of satisfactory evidence to be the person(s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the COMM. # TIGN 1 n instrument the person(s), or the entity upon behalf of c which the person(s) acted, executed the instrument. Q ' NOTARY PUBLIC-CALIFORNIA ORANGE COUNTY My Comm.Expires Sept.a, 0tt 2I 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. Signatur Rooe Notary Seal rIEOVe ignan, of Notary Pudic OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: D. Scott Walker Signer's Name: ❑ Individual ❑ Individual IX Corporate Officer—Title(s): Dice President ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General _ _ ❑ Partner—[I Limited 11 General El Attorney in Fact ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: J. DeSiRio Construction. Inc. m2001 National Notary rlasaia8on•9350 De Soto Ave.,PO.Bw 2CO2•Che4nworth,CA 9131&2402•xww.NaBonelNoteryorg Item M5901 Reorder.CaA TdI-Free t-BOD816-8821 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -•.�ac�c� �c.�.Feacaae.� — - — --.�rc�)c�`—zr.��^.�7^.G�"sGG�`.m0��".�'- State of California County of orange On before me, Mary Martignoni — Notary Public Dale Here Insert Name and Tdi. the Officer personally appeared Les M. Mantle Namehe of Signers) 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 MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the e_. COMM, # 1761251 n instrument the person(s), or the entity upon behalf of Q 0 'NOTARY PUBLIC OUNTYORNIA� which the person(s) acted, executed the instrument. ORANGE COUNTY •• My Comm.Expires Sept.9,2011 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. Signal r Plxa Notary Seal Ahove Signal re of lolery PudR OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent haudulent 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: Les M. Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): _ ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General _ ❑ Partner—❑ Limited ❑ General * Attorney in Fact ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: _ Signer Is Representing: First National Insurance_ Company of America 02007 Naeonel Notary Associatlon•g3,,p pa Solo Avs..P.O.Boz 2492•ChaLw.oM,CA 913132402-w .NaB ANdaryay 11em115907 HeordercaOTcAi+me1-8000876-W7 POWER First National Insurance Company of Amenr . rax OF ATTORNEY Safeco Plaza Seattle,WA 98585 No. 9018 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint „••.......***"'"•'•"•"••'"•'"'•"'•«`*'"LES M.MANTLE;Fullerton,California******...*******.**..*..... its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this t 5th day of May 2007 STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL 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 FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) 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." 1,Stephanie Daley-Watson ,Secretary of FIRST NATIONAL 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 this corporation, 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 this 18th day of March 2008 . RkMtF p oe` `QPP 04,r�e 7LL SEAL sepla.+v (ro:lc�/ -Sixes l9 ; �J xarwr504�1 � STEPHANIE DALEY-WATSON,SECRETARY s y7 S-1049/DF 4/05 Safeco®and the Safeco kigo are registered trademarks of Safeco Corporation. WEB PDF $28,592.00 PREMIUM IS FOR CONTRACT TERM AND IS SUBJECT TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE Bond No. TED I5261'ORIPLICATE PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that as Principal (hereinafter J. DeSi io Construction Inc. calied "ContraCtOr"), and First National Insurance Company of America as Surety (hereinafter called "surety-), are held and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City"), In the amount of *SEE #1 BELOW* Dollars ($2,512,228.00***********J, for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns,jointly and severally, fairly by these presents. WHEREAS, Contractor has, by written agreement dated March 2008 entered into a contract to construct the following capital improvement projects: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 which contract is, by reference, made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Contractor, shall promptly and faithfully perform said agreement then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the Contractor in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 2. Said Surety, for value received, hereby stipulates and agrees that no change, or extension of time, alteration, or modification of the contract documents, or of the work to be performed thereunder, shall in any way affect its obligation or this bond, and it does hereby waive the notice of any such change, extension of time, alteration or modification of the contract documents or of work the be perrormed thereunder. *#1 - TWO MILLION FIVE HUNDRED TWELVE THOUSAND TWO HUNDRED TWENTY EIGHT DOLLARS* Executed this 18th day of March 2008 , at Fullerton Califomia. J. DeStrip nstruct , Inc. —T PRINCIPAL By. ' D. Scott Walker - Dice President (NOTARIZATION AND SEAL) First National Insurance Company of America IEtETY Les M. Mantle - Attorney in Fact (NOTARIZATION AND SEAL) APPROVED AS TO FORM OMAR SANDOVAL, CITY ATTORNEY CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of orange On 3--\�-C V before me, Mary Nartignoni – Notary Public Dale Here Insert Name aM Title of the pricer personally appeared D. Scott Walker Names)of Sigrier(s) 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/sheRhey executed the same in his/herAheir authorized capacity(ies), and that by his/her/their signature(s) on the MARY MARTIGNONI instrument the person(s), or the entity upon behalf of x COMM.k ?761251 < which the person(s) acted, executed the instrument. Q ,' NOTARY PUBLIC-CALIFORNWA ORANGECOUNTY My Comm.Expires Sept.9,20tt I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my handand official seal. Signal a^'t Pbce Notary Seal AEove 5 e of Notary Public OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: D. Scott Walker Signer's Name: ❑ Individual ❑ Individual IX Corporate Officer—Title(s): Dice President ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General _ _ _ ❑Partner—❑ Limited ❑ General ❑ Attorney in Fact • - ❑Attorney in Fact - ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: J. DeSigio Construction, Inc. CZ 7Nat WNotary Associatlan•93 De Solo Ave..P.O.B 2002•Chebno ,CA913132A02,w Natl MNotary.org Ilem#5W7 Reorder:CaIIWI-Fwel- 8]BE82] CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT cC.�C�t.�C State of California County of orange On before me, Mary Martignoni — Notary Public Date Here Insert Norrie and Title of Me ONicer personally appeared Les M. Mantle of sgnar(a) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized 11 1111111111111111111111 11 11 11111111 capacity(ies), and that by his/her/their signature(s) on the MARY MARTIGNONI instrument the person(s), or the entity upon behalf of z COMM.# 1761251 > which the person(s) acted, executed the instrument. > : o Q . ' NOTARY PUBLIC-CALIFORNIA 56 ORANGE COUNTY I certify under PENALTY OF PERJURY under the laws My Comm.Expires Sept.s,2011 of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. SignatuJ� Place Ndery Seel Abwa Sign um o Notary PrAMic - OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Les M. Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): _ ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑Partner—❑ Limited ❑ General E Attorney in Fact ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: _ Signer Is Representing: First National Insurance_ Company of America 02007Natbnal Notary Aes .tim•93500e Sot-Ave..P.O.e 2402•ChaRvia .CA91313-242-w ..Nati INOaryag Item N5907 Header:Call Too-Free 14600.616-6627 PRDam INCLUDED IN PERFORMANCE BOND Bond No. 6526065 EXECUTED IN TRIPLICATE LABOR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to: J. DeSigio Construction, Inc. License No. 737593 hereinafter designated as "Principal", a contract for; RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 and, WHEREAS, said Principal is required to furnish a bond in connection with the said contract providing that if said Principal, or any of his or its sub- contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we J. DeSigio Construction, Inc. Principal, and First National Insurance Company of America , as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of *SEE 11 BELOW* DOLLARS ($2,512,228.00), lawful money of the United States of America, for payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the Performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment insurance Code with respect to such work, or for any amounts required to be deducted, withheld, and paid over to the EDD from the wages of employees of the contractor and subcontractors pursuant to Section *#1 - TWO MILLION.FIVE HUNDRED TWELVE THOUSAMD TWO HUNDRED TWENTY EIGHT DOLLARS* 13020 of the. Unemployment Insurance Code with respect to such work, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed there under. As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included In any judgment rendered. Executed this 18th day of March 20_08 , at Fullerton California. J. D i o Constr tion, Inc. PRINCIPAL By: D. Scott W ker — Vice President First National Insurance Company of America 1 SURETY �V By: (Notarization and Seal) Les M. Mantle — Attorney in Fact APPROVED AS TO FORM Omar Sandoval, CityAttomey CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange On before me, mary Martignoni – Notary Public Date Here Insert Name eM TMe of the 011ker personally appeared D. Scott Walker Names)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the z COMM.# 1761251 < instrument the person(s), or the entity upon behalf of Q 'NOTARY PUBLIC-CALIFORNIAX which the person(s) acted, executed the instrument. ORANGECOUNTY "~ My Comm.Expires Sept.9,2011 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 officialseal. Signal Place NaNq Seal Above a a of Nm q PuNic OPTIONAL gn 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) Signers Name: D. Scott Walker Signer's Name: ❑ Individual ❑ Individual IB Corporate Officer—Title(s): Vice President ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General _ _ _ ❑ Partner—❑ Limited ❑ General _ _ _ El Attorney in Fact • - ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: J. DeSisxio Construction. Inc. m2007 National Notary Associatbn•J.9W De 9o[o Ae.,P.O.ema 2402•Chafsworih,CA 91313-2902•www.NalionalNOWryorg Item M590] ReorOec Ca1TWAea U8p08�G882] CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT -c-.ec.Gr.�.�rv".�cGe.Gr.Gc State of California County`off orange On —i��� before me, Mary Martignoni - Notary Public Dare Hera Inearl Name aM Title of ere Olticer personally appeared Les M. MantNllelafofshal who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/her/their authorized _ MARY MARTIGNONI capacity(ies), and that by his/her/their signature(s) on the COMM.# 1761251 a instrument the person(s), or the entity upon behalf of Q °NOTARY PUBLIC-CALIFORNIA which the person(s) acted, executed the instrument. ORANGE COUNTY My Comm.Expires Sept.s,2011 1 certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signatu e OPTIONAL n lu Placa Notary Seal Above OPTIONAL lolary Pubic 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: Les M. Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): _ ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑General _ ❑ Partner—❑ Limited ❑General • Attorney in Fact - ❑Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: _ Signer Is Representing: First National Insurance_ Company of America ®2007 National Notary Association•93v0 Da$oto Ava.,P.O.ear 2402•ChalsvorUl,CA 91313-2402•www.NalgnalNolaryorg Ile.95007 Reorder.Call Tdl-Free 1-Boo-876-w7 POWER First National lnsumnce Company of Amenca Safeco Plaza s OF ATTORNEY Seatne,WA 98185 No. 9018 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint "`""*`**«*************'* "**LES M.MANTLE;Fullerton,California******'*"**"`""" its true and lawful attorney(s}in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 15th day of May 2007 STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL 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 surely 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 FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attomey appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney 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,Stephanie Daley-Watson .Secretary of FIRST NATIONAL 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 this Corporation, 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 this 18th day of March 2008 SUR�MCF Cp 4�P.POAA'n � SEAL % 1928 a STEPHANIE DALEY-WATSON,SECRETARY S-1049/DF 4/05 + Salerno and the Safeco logo are registered trademarks of Safeco Corporation, WEB PDF 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (949)493-1171 j/©jam In[BA/11A1t4 THOMAS W.HRIBAR (949)493-1053 FAX AtTAILBAIA 1961 MARKNIELSEN www.sanjuancapistrano.org 1776 JOE SOTO • DR.LONDRES USO TRANSMITTAL TO: Scott Walker J. Desigio Construction, Inc. 935 S. Mayflower Arcadia, CA 91006 DATE: March 25, 2008 FROM: Maria Morris, Deputy City Clerk (949) 443-6309 RE: Contract— Recycled Waterlines and Recycled Water Pressure Reducing Station Thank you for providing documentation confirming compliance with the terms of the agreement related to insurance. Please keep in mind this documentation must remain current with our office during the term of this agreement. If you have questions related to insurance requirements, please contact Maria Morris, Deputy City Clerk at (949) 443-6309. If you have questions concerning the agreement, please contact Joe Mankawich, Associate Engineer at (949) 443-6350. An original agreement is enclosed for your records. Cc: Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future �, Printed on 100%recycled paper t AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION STATE OF CALIFORNIA, ) RECEIVED ss. 2088 FEB 25 P County of Orange ) e. 5= I am a citizen of the United States and a resident CITY CLERK SAN JUAN CAP$TRANO of the County aforesaid; I am over the age of eighteen years, and not a party to or interested in the above entitled matter.I am the principal clerk of the Capistrano Valley News, a newspaper that has been adjudged to be a newspaper of general circulation by the Superior Court of the County of Orange, State of California,on June 7, 1984, Case No. A-122949 in and for the City of NOTICE INvrrm nos San Juan Capistrano, County of Orange, State of RECYCLED WRYER PIPELINE PROJECT CIPCalifornia; that the notice, of which the annexed RECYCLED WATM es uM wDUcim s*A. YEN PROJECT is a true printed copy,has been published in each NMN WWW s PMU EEPUCENENr PROJECT CTI No."a regular and entire issue of said newspaper and Notios Is hereby given that the City of San duan Capistrano will receive sealed p oaele or bide for the not in ansupplement thereof on the following Recycled water Plppooline Proieet (CIP No. ]SS), Rec cled Y PP g Water Pressure Redudn9 St Project(CIP No.]85),and High West Side Pipeline RepisoanwM Pm1sat(CIP No.]93) dates,to wit: until 2:00 p.m.on Me 3rd day of March 2008 Copies of the Specifications are on file in Me CM.Clerk's February14,21 2008 office at the City of Span ,wan CCaalfloo baro, 32m4oeDy bPeaseo edineddat Ma Juan iicn a undeble charge of Ems.and a shar9e of $28 for each am of Plane and SpecBwationa mailed. "I certify (or declare) under the penalty of Dated: FebmN1'4,2008 perjury under the laws of the State of California a Maarp9�at R.Monahan MARGAREr R.MONAHAN,CITY CLERK that the foregoing is true and correct': CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY,CALIFORNIA Executed at Santa Ana,Orange County, Publish:Capistrano Valley News February 14,21,2008 3-025 8548541 California,on Date: February 21,20 Si e Capistrano Valley News 625 N.Grand Ave. Santa Ana,CA 92701 (714)796-2209 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: FEBRUARY 14, 2008 FEBRUARY 21, 2008 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS - RECYCLED WATER PIPELINE PROJECT CIP NO. 755, RECYCLED WATER PRESSURE REDUCING STATION PROJECT, CIP NO. 785, HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT, CIP NO. 793 PROOF OF PUBLICATION: Please fax to: City Clerk's Office, City Hall 32400 Paseo Adelanto San Juan Capistrano, CA 92675 fax (949) 493-1053 telephone (949) 493-1171 I V V AUTHORIZED BY: DATE: February , 200 Date of Bid Opening - 03/03/2008 ^ / Date(s) notice published - 02/14/20088/�I� - 02/21/200 V� Date affidavit received - Date notice posted in - 02/14/2008( designated posting places �/ NOTICE INVITING BIDS RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for the Recycled Water Pipeline Project (CIP No. 755), Recycled Water Pressure Reducing Station Project (CIP No. 785), and High West Side Pipeline Replacement Project (CIP No. 793) until 2:00 p.m. on the 3" day of March 2008. Copies of the Specifications are on file in the City Clerk's office at the City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of $60, plus a charge of $20 for each set of Plans and Specifications mailed. Dated: February 4, 2008 e MONAHAN, CITY CLERK UAN CAPISTRANO TY, CALIFORNIA CITY OF SAN JUAN CAPISTRANO NOTICE INVITING BIDS RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 N-1. NOTICE IS HEREBY GIVEN that sealed bids for the Recycled Water pipeline Project, Recycled Water Pressure Reducing Station Project, and High West Side Pipeline Replacement Project will be received at the Office of the City Clerk of the City of San Juan Capistrano, California, until 2:00 pm on March 3, 2008 at which time they will be opened and read aloud. N-2 DESCRIPTION OF THE WORK: The Work comprises the construction of a 24-inch recycled water pipeline in Junipero Serra Road and Rancho Viejo Road, a 16-inch domestic water pipeline in Del Obispo Street from Blue Fin Drive to Alipaz Street, 8-inch to 12-inch domestic waterlines in residential streets near Del Obispo Street and Palo Alto, pipe abandonments, a metering facility, and a pressure reducing facility. N-3 LOCATION OF THE WORK: The Work to be constructed is located in Junipero Serra Road between Camino Capistrano and Rancho Viejo Road, RanchoViejo Road between Junipero Serra and Mission Hills Drive, Del Obispo Street between Blue Fin Drive and Alipaz Street, Palo Alto, Blue Fin Drive, Dana Mesa Drive, Westborne Drive, Paseo De La Paz, and Calle Aspero in the Cities of San Juan Capistrano, CA and Dana Point, CA. N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be completed within 120 working days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. The project schedule includes an early completion milestone as follows: Complete all pipeline and appurtenance construction, testing, backfilling, and surface restoration in the Del Obispo Street right-of-way from Blue Fin Drive to Alipaz Street and in the Junipero Serra Road right-of-way from Camino Capistrano to Rancho Viejo Road by August 1, 2008. Begin construction no later than May 5, 2008. The work area described for early completion must be completed in advance of a street repair and paving project in order to avoid forfeiting Federal Highway grant funds and significant financial loss to the City. FORM JI 32 NOTICE INVITING BIDS High West Side Pipeline Notice Inviting Bids Fei 2008 PAGE 1 N-5 OWNER SUPPLIED MATERIALS 5.1 General (a) The City is executing a procurement contract with a vendor for early procurement of certain items to be used in the Work. Items to be pre-purchased by the City will be provided to the Contractor at no cost for installation on the Project. Any pre-purchased materials not installed as part of this Contract remain the property of the City and will be returned to the City utilities yard and unloaded at the City's direction upon completion of the Project. (b) Bidders hereunder will be required to accept delivery of said pre-purchased materials from the City, whereupon the Contractor will be wholly responsible under the contract for storage, safety, security, installation and protection of materials until such materials are installed or returned to the City. Bids shall include all costs required to fulfill the contractual responsibilities described above. (c) Each bidder shall include as a part of its bid, all costs of loading, unloading, handling, storing,transporting to and from the job site, installing of said supplied items, and delivering unused items to the City utilities yard. Copies of the materials purchase order from the City to the vendor is included in the Special Provisions Appendix for the bidder's information. All costs thereon shall be factored into the bid for construction. (d) Pre-purchase of materials by the City is being done to facilitate early initiation of construction work in the areas covered under the early completion milestone. The Contractor is responsible to perform a complete materials take-off, identify any materials not included in the pre-purchase order, and order any missing materials in a timely manner to avoid impacting the Project completion schedules. N-6 AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-7 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano N-8 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-9 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A Contractor license at the time of submitting bids. FORM JI032 NOTICE INVITING BIDS High West Side Pipeline Notice Inviting Bids February 2008 PAGE 2 N-10 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department of Industrial Relations of the State of California for the locality where the work is to be performed. A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-11 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time, without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-12 PRE-BID VISIT TO WORK SITE: Prospective bidders are required to attend a pre- bid walk through of the proposed work site and existing facilities which will be conducted by the City at 10:00 am on February 19, 2008. Failure to participate in the pre-bid walk through will disqualify a bidder as non-responsive. N-13 EXISTING GEOTECHNICAL REPORT (a) The Bidder's attention is directed to the fact that a report was prepared for Psomas, 3187 Red Hill Avenue, Suite 250, Costa Mesa, CA 92626, by Ninyo& Moore Geotechnical and Environmental Sciences Consultants,475 Goddard, Suite 200, Irvine, California 92618, entitled "Geotechnical Evaluation, High West Side Pipeline Replacement Project, San Juan Capistrano, California," dated February 8, 2008. (b) A copy of the above-listed report is available for inspection by prospective Bidders at the offices of the Department of Public Works, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (d) Said report is made available for inspection for the convenience of the bidders only, and the City of San Juan Capistrano disclaims any responsibility for their contents. All statements, findings, and interpretations in said report are those of Ninyo & Moore. The City of San Juan Capistrano makes no interpretations nor representations as to the accuracy of said report. Said report is not a part of the Contract Documents, and all bidders shall make their own interpretations as to the conditions existing at the proposed site. N-14 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) Contract Documents may be inspected without charge at the Department of Public Works, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b)Complete sets of said Contract Documents may be purchased at$60 dollars per set and are obtainable from the office of the Department of Public Works, 34200 Paseo Adelanto, San Juan Capistrano, CA 92675. No refund will be made of any charges for sets of Contract Documents. (c) An additional fee of $20 will be charged for sets of documents sent by mail. FORM U-032 NOTICE INVITING BIDS High West Side Pipeline Notice Inviting Bids February 2008 PAGE 3 N-15 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words"Bid For......"followed by the Project title date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO Date CITY OF SAN JUAN CAPISTRANO By Meg Monahan, CMC City Clerk FORM U4i32 NOTICE INVITING BIDS Nigh West 5W.Pipeline Notice Inviting Bios February 2008 PAGE 4 Dated: 03112108 CA718530 11111, 11111111111 7114 7389 6621 1666 0703E C E I V E D CALIFORNIA PRELIMINARY NOTICE In accordance with sections 3097 and 3098, California D'iNxRop$ A ID ` This is not a Lien, This is not a reflection on the integrity of any contractor or subcontractor Reputed Owner 1 -You are hereby notified that CITY CLERK 03/12/08 CA718530 TECHNO COATINGS I*N JUAN CAPISTRANO CITY OF SAN JUAN CAPISTRANO 1391 ALLEC ST 32400 PASEO ADELANTO ANAHEIM CA 92805 SAN JUAN CAPISTRANO CA 92675 2-Has furnished or will furnish labor, services,equipment,or materials of Reputed Construction Lender or Lessee the following general description: CO# HIGH WESTSIDE & RECYCLED LABOR,MATERIAL BOND NOT AVAILABLE LABOR 3-An estimate of the total price of the labor,services,equipment,or materials furnished or to be furnished is: Reputed Original Contractor $11,065.00 S & J SUPPLY CO INC 13105 FLORENCE AVE 4-The building,structure or other work of SANTA FE SPRINGS CA 90670 improvement is located at: 8275/HIGH WESTSIDE & A.D.C. AUG 2008 RECYCLED PIPELINE MATERIALS/DEL OBISPO ST& NOTICE TO PROPERTY OWNER CAMINO DEL ARJON ST/SAN IF BILLS ARE NOT PAID IN FULL FOR THE LABOR, SERVICES, JUAN CAPISTRANO CA 92675 EQUIPMENT, OR MATERIALS FURNISHED OR TO BE 5-The name of the person or firm who contracted FURNISHED,A MECHANICS' LIEN LEADING TO THE LOSS, for the purchase of such labor, services, THROUGH COURT FORECLOSURE PROCEEDINGS,OF ALL equipment or material is: OR PART OF YOUR PROPERTY BEING SO IMPROVED MAY S & J SUPPLY CO., INC. BE PLACED AGAINST THE PROPERTY EVEN THOUGH YOU 13105 FLORENCE AVE HAVE PAID YOUR CONTRACTOR IN FULL. YOU MAY WISH SANTA FE SPRINGS, CA 90670 TO PROTECT YOURSELF AGAINST THIS CONSEQUENCE BY (1) REQUIRING YOUR CONTRACTOR TO FURNISH A RELEASE 6-Name and address of Trust Funds to which SIGNED BY THE PERSON OR FIRM GIVING YOU THIS NOTICE Supplemental Fringe Benefits are payable BEFORE MAKING FINAL PAYMENT TO YOUR CONTRACTOR (if applicable): OR(2)ANY OTHER METHOD OR DEVICE THAT IS APPROPRIATE UNDER THE CIRCUMSTANCES. OTHER THAN RESIDENTIAL HOMEOWNERS OF DWELLINGS CONTAINING FEWER THAN 5 UNITS, PRIVATE PROJECT OWNERS MUST NOTIFY THE ORIGINAL CONTRACTOR AND ANY LIEN 7-Jobsite is Federal Public Work Title 40 USC CLAIMANT WHO HAS PROVIDED THE OWNER WITH A Sec. 270A-270E. PRELIMINARY 20-DAY LIEN NOTICE IN ACCORDANCE WITH Contract# SECTION 3097 OF THE CIVIL CODE THAT A NOTICE OF Bond Co: COMPLETION OR NOTICE OF CESSATION HAS BEEN RECORDED WITHIN 10 DAYS OF ITS RECORDATION. NOTICE SHALL BE BY REGISTERED MAIL, CERTIFIED MAIL,OR FIRST- 1 � CLASS MAIL, EVIDENCED BY A CERTIFICATE OF MAILING. Signed FAILURE TO NOTIFY WILL EXTEND THE DEADLINES TO Authorized Agent Y� RECORD A LIEN. Construction Notice Services,Inc. 1.800366-5660 Bid Opening Report Bids Opened March 3, 2008 at 2:00 p.m. Recycled Water Pipeline Project CIP 755/ Recycled Water Pressure Reducing Station project CIP 785/ High West Side Pipeline Replacement Project Title Project CIP 793 Project Engineer Joe Mankawich Pre Bid Estimate $ 2.9 million Bidder Bid Amount Bid Bond/Addenda? I $ 1. BRH-Garver West , Inc . EJ 2. Cedro Construction, Inc . $ -3 3-�7, 6z� /PSI_ S c/eS 3 Westvalley Construction $ $ OC) J . De Sigio Construction, Inc6 z2� 5. HERMAN Weissker, Inc . $ 3 V22i /`S-S '( 16 cf45 I J 6. Rangel Development Group 3/ �1J� 7/0b— QS/7. Southern CA Pipeline Const . $3 a 2 q -S�o $ PALP, Inc . DBA Excel Paving $ �� Z9(F S-7 L2-� [�P� 9 . Pacific to es Engineering 3, 3 �S, (�L-)o 7 PS t�5 �je (2�1 q 0 . Gar is ez Construction / Z3 ) ND Sign Date 3/3/08 cc: City Clerk Staff(3) Project Department (3) City Manager(1) The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. B I D This is EXHIBIT A consisting of one page,referred to in and made a part of the Agreement between the OWNER BID TO: CITY OF SAN JUAN CAPISTRANO, CALIFORNIA and the CONTRACTOR. The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the form included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in said Contract Documents entitled: RECYCLED WATER PIPELINE PROJECT CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO.793 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): �J / Number 01 Date Number ©2 Date Z/ /ZfAQ3 Number Date Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,stale,and local laws,ordinances,rules,and regulations), and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations as Bidder deems necesgary. In conformance with the current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidders General Information,and Bid Bond contained in these Bid Forms,said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s). Dated: 3�3 J ZQ j Bidder: Df✓ S LC-.t t7 L'Dry! By: (Signature) Title: \11cr-- FORM U-300 BID (PROPOSAL) 09U-300bid Revtboc BID FORMS-PAGE 1 February 2009 Rev 1 Addendum No. I (February 25,2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1, 2, 3, 4, 5 and 6. Date Received by Bidder: By: —.5_ 6CTt v Cxq�'J l-:t BiCo pan Na e Bidder's Signature tom- Typed or Printed Name Prepared by: Psomas 3187 Redhill Ave., Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Addendum I -High Westside Pipeline.doc PAGE A 1-2 Addendum No. 2 (February 27, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1, 2, and 3. Date Received by Bidder: By: -'C- 'VIF, S(W, 7 Bidder' mpany Name Bidder's Signature \JAU� Typed or Printed Name Prepared by: Psomas 3187 Redhill Ave., Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Addendum 2A-High Westside Pipeline.doe PAGE AI-2 BID SCHEDULE RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT- CIP NO. 793 Item Description Estimated Unit Unit Amount No. Quantity Price GENERAL ITEMS Mobilization/Demobilization, Permits, Bonds, Lump Sum Allowance $100,000.00 1 Insurance and Construction Scheduling 2 Traffic Control and Regulation 1 LS $AQPA901 $ QW. 3 Erosion and Sedimentation Control, SWPPP 1 LF $1LD_W,'?-9 $ �.O�o.c 4 Record Drawings Lump Sum Allowance $10,000.00 w 5 Demobilization 1 LS $ _400, RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 Provide sheeting,shoring,and bracing for 4 as $ u,Zoe 6 excavations, or equivalent method conforming to 1 LS7$$ �' applicable safety orders 6A Caltrans permitting and inspection costs Reimbursable Allowance $10,000.00 7 Perform potholing and survey of existing utilities 1 LS $9 coo,o $ 000� Fumish and install 24-inch dia. PVC pipe, C905, Class 235, including bends,fittings,thrust blocks, 8 trenching, backfill, compaction, and 3,330 LF appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install temporary end-of-line pipe cap w 010- 9 9 -Install Owner supplied materials as listed in the 1 Each $ZTIPa, $ LC>Vy Special Provisions.Appendix 10 Furnish and install 4-inch dia.blowoff/drain 1 Each $2Z9004' $2,4Wa 11 Furnish and install 2-inch air/vacuum valve 1 Each $44,oyo� $L4 Qco� V� 11A Furnish and install 2-inch recycled water service 2 Each $ e00- Furnish and install recycled waterline connection, i 12 including pipe,valves,fittings, thrust blocks, 1 LS $Z?+DOu $2_1_ couplings,trenching, and backfill at STA 43+30+/. Perform all street, pavement,and surface restoration, including base removal/replacement, oo 13 pavement removal/replacement, grinding, 17,000 SF $.5. "� $ BS U� capping, striping,and traffic control loop replacement 14 Replace Traffic Loops 1 LS 15 Perform hydrostatic testing of pipe per City 1 LS $ $77-•3pav Standard Specifications S- �1_ Sllalo CvNSTirvc rv �1r X"C-, Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE BID FORMS-PAGE 2 09U-302-I Revl.Coc 1 February 2008 Rev 1 This is Page 2 of EXHIBIT Beonsisting of 4 pages,referred to in and made apart of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 Provide shoring,sheeting,and bracing for m 16 excavations, or equivalent method conforming to 1 LS $+-200. $ (Z070 applicable safety orders 17 Perform potholing and survey of existing utilities 1 LS $I l6,ca' $I,20001 F19 Furnish and install recycled waterline connections 00 including,tee and valve assemblies, pipe,fittings, i LS $_] 30a $��' valves, and thrust blocks between existing �- recycled waterline and vault Perform all site work,including demolition, base and finish paving, streeVpavement/surface 122. z restoration, base removal/replacement, pavement 1 LS s Z r004 $ZZ�0W-4 removal/replacement,grinding,capping, striping, curb and gutter,and grading Furnish and install pre-cast concrete pressure 20 reducing station vault and equipment including 1 LS $ 0000 $ pct. pressure reducing valves,piping, fittings,and appurtenances 21 Furnish and install vault and site electrical work 1 LS $ZS OpO+I $2.SpL>7� and SDG&E electrical service —i 21A SDG&E service costs Reimbursable Allowance $12,000.00 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO. 793 Provide shoring,sheeting, and bracing for /�� oy 22 excavations, or equivalent method conforming to 1 LS $ LX � $.S applicable safety orders T 23 Perform potholing and survey of existing utilities 1 LS $QW, $(,T� Furnish and install 16-inch dia. PVC pipe, C905, Class 235, including bends,fittings,thrust blocks, vn 24 trenching, backfill,compaction,and 7,264 LF $].4_� $S6_16--> Z� appurtenances- Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 12-inch dia. PVC pipe, C900, Class 200, including bends,fittings,thrust blocks, o� 25 trenching, backfill,compaction,and 5,469 LF $`J_-9. $-6Z21(o71, appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 8-inch dia. PVC pipe, C900, Class 200, including bends,fittings, thrust blocks, 26 trenching, backfill,compaction, and 700 LF $L6 4w� appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix ,S SI(-qtr, (;0A)S�cf- ZT l ' lt7rJ Name of Bidder or Firm FORM U-302 UNIT PRICE UNIT PRICE BID SCHEDULE 09U-302-2ReOJ.tl -2 BID FORMS-PAGE 3 Febru 2008 Rev1 This is Page 3 of EXHIBIT B consisting of 4 pages,referred to in and made apart of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price Furnish and install 4-inch dia.blowoff/drain— , + r 27 Install Owner supplied materials as listed in the 5 Each $�00A $Ji Special Provisions Appendix / 28 Furnish and install 2-inch dia. blowoff/drain per 6 Each $� ,� $/ SCJ City Standard Drawing 29 Furnish and install 2-inch air/vacuum valve per 8 Each $RG�W.i $3Z/OOfl� J City Standard Drawing 30 Furnish and install 1-inch air/vacuum valve per 5 Each $ ego $('jfOl7�+ City Standard Drawing Furnish and install domestic waterline tee and valve assemblies,including pipe, valves, fittings, pyo 31 thrust blocks,couplings,trenching,and backfli — 1 LS Install Owner supplied materials as listed in the ' Special Provisions Appendix Furnish and install domestic waterline connections,including pipe,valves,fittings,thrust 32 blocks, couplings,trenching, and backfill —Install 1 LS $S��r $ got*>+ Owner supplied materials as listed in the Special Provisions Appendix Perform all street, pavement, and surface restoration, including base removal/replacement, b Qp 33 pavement removal/replacement,grinding, 45,500 SF $ � capping, and striping in the City of San Juan Capistrano right-of-way,excluding Del Obispo Street from Paseo Terrazza to Alipaz Street Perform all street,pavement,and surface restoration, including base removal/replacement, p.o 34 and pavement removal/replacement in Del Obispo 5,100 SF $5_25 $ �v Street from Paseo Terrazza to Alipaz Street in the City of San Juan Capistrano right-of-way Perform all street,pavement,and surface restoration, including base removal/replacement, o� 35 and pavement removal/replacement in the City of 6,500 SF $f $ + Dana Point right-of-way or per City of Dana Point requirements Perform all grinding, and AC finish paving, and 36 striping in the City of Dana Point right-of-way or 68,500 SF $Z $ l3'7 000+ per City of Dana Point requirements 37 Remove and replace PCC driveways 2 EA $ >a� $ J )� 38 Traffic loops replacement 1 LS $24�4C0 $f���1ta.IJ Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE BID FORMS-PAGE 4 09U-302-3 Rev1 Eoc-3 Febua,2008 Rev 1 This TRACTOR 4 of EXHIBIT B consisting of 4 pages, referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price Furnish and install pre-cast concrete metering and 39 pressure reducing vault and equipment including 1 LS _t + $_] OJ meter,valves, piping,fittings, drain, surface repair, and appurtenances 40Construct domestic waterline abandonments at 1 LS $20047 $ the locations shown on the Plans 41 Furnish and install 1-inch domestic water services 2 Each $� OVv� $-a Zoo, per City Standard Drawing 42 Furnish and install 6"resilient wedge gate valves 1 Each $M74 '1� $_12� per City Standard Drawing 43 Furnish and install 8"resilient wedge gate valves 2 Each $ Ion�� $ 7r2.00J co per City Standard Drawing i 44 Fumish and install 12"resilient wedge gate valves 3 Each $ — $6 Ute+ per City Standard Drawing —t 45 Perform hydrostatic testing of pipe per City 1 LS $SOACI�'� $S OCO+ Standard Specifications 46 Perform disinfection and flushing of domestic 1 LS $jqpw�'? $9.r' waterline per City Standard Specifications _47 City of Dana Point permitting and inspection costs Reimbursable Allowance $10,000.00 TOTAL OF ALL ITEMS OF THE BID SCHEDULE: (Price In figures) iw 0 t��L-t--.t0 r,1 � 1r= t V� 1-t V rCD��`�^"�-�lE, `t ►-),OVS�I (Price in words) lN40 1J`DfO ��+.1r.1`v t✓ QUANTITIES OF WORK: The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of San Juan Capistrano does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item,by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. 'S_ 'tat= St C�+ta e0>.1S iTLVL.'Ctt�n1 r� � , Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE BID FORMS-PAGE 5 09U-302-4 Rev'doc-3 February 2ooe Rev1 INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100,at seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price,and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words"and/or"will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's License Work to be Performed Number Subcontractor's Name&Address t As?HAAI t T"Aylnl(a ?16-7073 A0_ AMEZIcan+ ASP.+o�ti A r`a (—"13to—'1Lor� 2 C EC-IfkCAL, 132( ESS 2NC. Z oKon fa 'ClizsPaz 3 &V G- • SS qtr St.JgNj r4" ZrtG . 3(2.0ANi1N0I_A uACUUE ILAnt 5140 CAV>Is ,40 A 92(,-15" -r-lg3 .-t-tr1. 4Ct41-<>V-wZ�-t%Qt4 "-IV4055L4 I f4A: c-Galu�� "D EC`A L_Up-l nrA)ror! -r-_t_ `T N• ROEni �t HD fe2(D-�K.C3-So3a 5 6 7 8 LIST OF SUBCONTRACTORS FORM U430 BID FORMS -PAGE 6 t0U-A30subs Revt Goc February 2008 Rev 1 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of Orange ) I, D. Scott Walker being first duly sworn, deposes and says that he or she is Vice President of J. DeSigio Construction, Inc. , 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. Bidder MeSig ns • ct nc. By Title D. Scott Walker — Vice President OrganizationJ. DeS&io Construction, Inc. Address 935 S. Mayflower Ave. Arcadia, CA 91006 FORM O 11V-00caft, NON-COLLUSION AFFIDAVIT February 2006 BID FORMS-PAGE 5 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange y�^� � On�'1�`;4QCT before me, � rtignoni — Rotary Public Data Here Insert Name and Tr9e of dw O9ioer personally appeared D. Scott Walker Name(s)of Signer(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the MARY MARTIGNONI instrument the person(s), or the entity upon behalf of ~ COMM.# 1761251 which the person(s) acted, executed the instrument. NOTARY PUBLi',-CALIFORNIAA ORANGE COUNTY I certify under PENALTY OF PERJURY under the laws MY Comm.Expires Sept 9,2011 of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature Place Notary Seel Above S star of clary Pudk OPTIONAL Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(les) Claimed by Signer(s) Signer's Name: D. Scott Walker Signer's Name: ❑ Individual ❑ Individual I Corporate Officer—Title(s): Vice President ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General _ ❑ Attorney in Fact • El Attorney in Fact ❑ Trustee Top of thumb here ❑Trustee Top of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: J. DeSigio Construction. Inc. 02007 Na9aral Notary Assotla,9350 De Soto Ave..P.O.Box 2402-Chats ffi,CA 913132402•w NalionalNotaryorg Ilam#5907 Reoder.CaNW-Freel-900.976-6927 BID BOND Bona No. 075 KNOW ALL MEN BY THESE PRESENTS, that we, J DeSigio Construction Inc. as PRINCIPAL, and First National Insurance Company of America as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ *sEE #1 BE.oW* for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated March 3, 2008 for the construction of: RECYCLED WATER PIPELINE PROJECT CIP NO, 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO, 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has, been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (00) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and effect. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered, *#1 - TEN PERCENT OF THE AMOUNT OF THE BID (IOZ) BB-1 Executed this 14th day of February 20 08 , at Fullerton , California. J. DeSigio Construction, Inc. Principal By: �� Title: D. Scott Walker - Vice President First National Insurance Company of America Surety By: Title: Les M. Mantle - Attorney in Fact Approved as to form: Omar Sandoval, City Attorney BB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of Orange � On - /U before me, Mary Martignoni — Notary Public deh Mere Insert Name 8r TMe of e,a oxioer personally appeared Les M. Mantle Nsme(s)of 9igne,(s) who proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) istare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized MARY MARTIGNONI capacity(ies), and that by his/herRheir signature(s) on the a: o COMM.# 1761251 n instrument the person(s), or the entity upon behalf of 'NOTARY PUBLIC-CALIFORNIAN ORANGE COUNTY which the person(s) acted, executed the instrument. My Comm.Expires Sept.9,2011 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. Signatu e Place Notary Seal Atrove Sgnal re of IOYry Pubic OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies)Claimed by Signer(s) Signer's Name: Les M. Mantle Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): _ ❑Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General _ _ _ ❑Partner—❑Limited ❑ General 1[I Attorney in Fact • - ❑Attorney in Fact ❑ Trustee Top of thumb here E)Trustee TOP of thumb here ❑ Guardian or Conservator ❑Guardian or Conservator ❑ Other: ❑Other: Signer Is Representing: Signer Is Representing: First National Insurance_ Company of America 02OD7NatioralNdary Assodalion•93W0 Solu Ave.,P.O.ew2Gd2•dhelsworg,,CA 91313-2<P2,—Nati-MR4l ry" 1l 015907 Re0rdar:CaIITOr-Rae1-900.876-fi V POWER First National Insurance Company of America Safeco Plaza x OF ATTORNEY Seattle,WA 981 as No. 9018 KNOW ALL BY THESE PRESENTS: That FIRST NATIONAL INSURANCE COMPANY OF AMERICA,a Washington corporation,does hereby appoint •••«««««««««««««.••«•`«.•'«*«'«"'«•"«'«LES M.MANTLE;Fullerton,California*`««'«`*--*«***««««««•.«•"•«««`««'«."«."• its two and lawful attorneys}in-fad, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business,and to bind FIRST NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF,FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents this 15th day of May 2007 ,(. STEPHANIE DALEY-WATSON,SECRETARY TIM MIKOLAJEWSKI,SENIOR VICE-PRESIDENT,SURETY CERTIFICATE Extract from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. -FIDELITY AND SURETY BONDS ...the President, any Moe 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-tact 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 FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V.Section 13 of the By-Laws,and (it) A copy of the power-of-attomey appointment,executed pursuant thereto,and (iii) Certifying that said power-of-attorney 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,Stephanie Daley-Watson ,Secretary of FIRST NATIONAL 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 this corporation, 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 this 14th day of February nog Sp1U11[F co e�ewroe,t' SEAL xliFlar . dwlcrirsLx.� : 1929 aI MASFJSTEPHANIE DALEY--WATSON,SECRETARY r�6jJ '1 S-10491DF 4105 Safeco®and the Safety logo are registered trademarks of Safeco Corporation. WEB PDF J. DE SIGIO CONSTRUCTION, INC. COMPLETED PROJECTS PROJECT NAME AGENCY NAME PHONE NMBR ADDRESS CONTACT ;CONTRACT AMT COMPLETION DATE Carlton St. Water Main Replacement City of Anaheim (714) 765-4591 201 S.Anaheim Blvd., Anaheim, Ca. 92805 John Lamar $88,000.00 Jun 2005 Orangethorpe PI. Water Main Replacement City of Anaheim (714) 765-4591 201 S.Anaheim Blvd., Anaheim, Ca. 92805 John Lamar 79,000.00 Sept. 2005 Katella Ave. Water Main Replacement City of Anaheim (714) 765-4591 201 S.Anaheim Blvd., Anaheim, Ca, 92805 John Lamar i 976,000.00 Feb. 2006 Amberwood Water Main Replacement City of Anaheim (714) 765-4591 201 S.Anaheim Blvd., Anaheim, Ca. 92805 John Lamar 696,000.00 Sept. 2006 EI Caminito Water Main Replacement Crescenta Valley Water Dist. (818)248-3925 2700 Foothill Blvd., La Crescenta, Ca. 91214 David Gould 76,000.00 Nov. 2004 Maryland Ave. Water Main Replacement Crescenta Valley Water Dist. (818)248-3925 2700 Foothill Blvd., La Crescenta, Ca. 91214 David Gould 535,000.00 Sept. 2006 New York Ave. Water Main Replacement Crescenta Valley Water Dist. (818)248-3925 2700 Foothill Blvd., La Crescenta, Ca. 91214 Julian Lee 535,000.00 Dec. 2006 Moncado II Water Main Replacement City of Glendale (818) 548-3997 141 N. Glendale Ave., Glendale, Ca. 91206 Ken Hong 779,000.00 March 2005 Brand Blvd. Water Main Replacement City of Glendale (818) 548-3997 141 N. Glendale Ave., Glendale, Ca. 91206 Ken Hong 1,289,000.00 Feb. 2006 Padua Ave 16"Water Main Installation Golden State Water Co. (909) 937-0111 2143 Convention Center Way Ontario, Ca. 91764 Eric Pivaroff 396,000.00 July 2006 Bonaventure Water Main Replacement Golden State Water Co. (909) 937-0111 2143 Convention Center Way Ontario, Ca. 91764 Eric Pivaroff I 180,650.00 July 2006 Sycamore Ave. Water Main Replacement Golden State Water Co. (909) 937-0111 2143 Convention Center Way Ontario, Ca. 91764 Eric Pivaroff 157,054.00 August 2006 Mayflower Ave. Water Main Replacement Golden State Water Co. (909) 937-0111 2143 Convention Center Way Ontario, Ca. 91764 Eric Pivaroff 118,000.00 July 2006 EI Repetto Dr. Water Main Replacement City of Monterey Park (626) 307-1321 320 W. Newmark Ave., Monterey Park, Ca. 91754 Michael Ho 239,625.00 June 2006 Granada Ct Water Main Replacement City of Ontario (909) 395-2126 303 East B St., Ontario, Ca. 91764 Gilbert Betancourt 950,000.00 July 2006 Galbreth/Walnut St. Water Main Repl. City of Pasadena (626) 744-4436 150 S. Los Robles Ave., Pasadena, Ca. 91101 Joseph Gachiri 372,000.00 June 2006 Rancho Viejo Rd. Recycled Water Project City of San Juan Capistrano (949)493-1171 32400 Paseo Adelanto, San Juan Capistrano, Ca 92675 Joe Mankawich 1,796,000.00 July 2007 Valley Center/Compromise Line Water Main City of Glendora (626)914-8257 116 E. Foothill Blvd., Glendora, Ca. 91741 Bardia Rastan i 547,000.00 September 2007 Howard/Air Way Water Main Replacement City of Glendale (818) 548-3997 141 N. Glendale Ave., Glendale, Ca. 91206 Ken Hong I 1,083,000.00 October 2007 Orange Grove Water Main Repl. City of Pasadena (626) 744-4436 150 S. Los Robles Ave., Pasadena, Ca. 91101 Joseph Gachiri 428,064.00 November 2007 3/4/2008 SUPPLEMENTAL AGENDA REPORT D5 TO: Dave Adams, City Manager" FROM: Cindy Russell, Interim Director of Public Works SUBJECT: Consideration of Award of Construction Contract for the High West Side Pipeline (CIP #793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects (J. De Sigio Construction, Inc.) City Council Priority No. 23B RECOMMENDATION: By motion, 1) Acknowledge the receipt of all bids and award the construction contract for the High West Side Pipeline CIP#793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects to J. De Sigio Construction, Inc. in the amount of $2,512,228.00; and, 2) Transfer $1,851,159.00 from the Water Capital Account to the High West Side Pipeline Project (CIP #793); and, 3) Authorize the City Manager to approve necessary changes to the Construction Contract within the project budget SITUATION: Summary and Recommendation: On March 3, 2008, the City received ten bids from respected engineering contractors. (See Attachment 1 for bid results.) (Attachment 2 shows how the received bids compare on a line item by line item manner.) The low bidder, J. De Sigio Construction, Inc. has successfully completed construction of six similar pipeline projects within the last two years. Interviews with representatives from the agencies (Cities of Anaheim, Glendora, Pasadena and Glendale) for which these facilities were constructed were positive and all gave J. De Sigio Construction, Inc. high marks as a contractor. J. De Sigio recently completed the Recycled Water Supply System Project for the City of San Juan Capistrano. Staff was pleased with the quality of work and progress on this project. The project was completed ahead of schedule and under budget. SUPPLEMENTAL AGENDA REPORT March 4, 2008 Page 2 J. De Sigio Construction, Inc. has shown the ability to successfully complete similar pipeline and water facilities. They have proven to be a competent and sound contractor. For these reasons, staff is recommending award of the High West Side Pipeline (CIP# 793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects to J. De Sigio Construction, Inc. in the amount of $2,512,228.00. FINANCIAL CONSIDERATIONS: The fiscal year 2007/2008 budget for the Recycled Water Pipeline Project (CIP #755) is $5,667,668. This budget includes funding for the design and construction of these pipelines. The cost for the recycled waterline portion of this award is $647,014.00. This represents the cost for the recycled pipeline work plus a percentage share of the general work to be performed under this contract. The total cost for the Recycled Water Pipeline Project (CIP #755) is as follows: Design (PSOMAS) $ 60,303 Estimated Staff Time $ 5,000 Estimated Archeological Monitor $ 3,000 Proposed Construction Contract (J. De Sigio Construction) $ 647,014 Construction Contingency 64,700 Total Costs $ 780,017 Funding is available in the FY 2007/2008 budget to cover these costs. The FY 2007/2008 budget includes $202,500 for the design and construction of the Recycled Water Pressure Reducing Valve Project (CIP #785). The cost for the recycled pressure reducing valve portion of this award is $161,444.00. The total cost of the Recycled Water Pressure Reducing Valve Project (CIP #785) is as follows: Design (PSOMAS) $ 30,919 Estimated Staff Time $ 1,000 Estimated Archeological Monitor $ 500 Proposed Construction Contract (J. De Sigio Construction) $ 161,444 Construction Contingency 5,000 Total Costs $ 198,863 Funding is available in the FY 2007/2008 budget to cover these costs. The FY 2007/2008 budget for the High West Side Pipeline Project (CIP #793), is $392,969, for design only. Funding of $2,304,765 has been programmed in the FY 2008/2009 Capital Improvement Budget for the construction of this project. The cost for the High West Side Domestic Pipeline portion of this award is $1,703,435.00. The total cost of the High West Side Pipeline Project (CIP #793) is as follows: SUPPLEMENTAL AGENDA REPORT March 4, 2008 Page 3 Design (PSOMAS) $ 340,693 Estimated Staff Time $ 20,000 Estimated Archeological Monitor $ 10,000 Proposed Construction Contract (J. De Sigio Construction) $1,703,435 Construction Contingency $ 170,000 Total Costs $2,244,128 There is a funding shortage of $1,851,159 in the FY 2007/2008 budget for this project. Staff recommends the transfer of Water Capital Funds in this amount to the High West Side Pipeline Project (CIP #793), recognizing that no funding will then be required in the FY 2008/2009 budget. NOTIFICATION: J. De Sigio Construction, Inc. Garcia Juarez Construction, Inc. Rangel Development Group Cedro Construction, Inc. Southern Cal Pipeline Const. PALP/Excel Paving Pacific States Engineering Herman Weissker, Inc. West Valley Construction BRH-Garver West, Inc. RECOMMENDATION: By motion, 1) Acknowledge the receipt of all bids and award the construction contract for the High West Side Pipeline CIP#793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects to J. De Sigio Construction, Inc. in the amount of $2,512,228.00; and, 2) Transfer $1,851,159.00 from the Water Capital Account to the. High West Side Pipeline Project (CIP #793); and, 3) Authorize the City Manager to approve necessary changes to the Construction Contract within the project budget. R4ecullyS itted, Pre ared by, CiII Joe Mankawich Interim Director of Public Works Associate Engineer Attachments: 1. Certified Bid Results 2. Bid Comparisons Bid Opening Report Bids Opened March 3, 2008 at 2:00 p.m. Recycled Water Pipeline Project CIP 755/ Recycled Water Pressure Reducing Station project CIP 785/ High West Side Pipeline Replacement Project Title Project CIP 793 Project Engineer Joe Mankawich Pre Bid Estimate $ 2.9 million Bidder Bid Amount Bid Bond/Addenda? f I 1. BRH-Garver West, Inc . 2. Cedro Construction, Inc . $ 3 Westvalley Construction 3i �bsf 747 //6 4 J. De Sigio Construction, Inc22$ a 5^�� '6 yenj YQ� 5. HERMAN Weissker, Inc . $ 3l V22 I`5S�-WC_ 6?5 _ 5 oD 6. Rangel Development Group 3, 5,�� YloU-- 2e5/ T— 7 Southern CA Pipeline const . $31 -�O lyQ25 Ve5 �go� $ PALP, Inc. DBA Excel Paving �� 2 � <-79,0/ leg APs ye- 9 . Paci ' c to es Engineering 3, 'J-PS Z J10 . Gar is ez Construction p2 9z3 NO J Sign Date 3/3/08 cc: City Clerk Staff(3) Project Department(3) City Manager(1) ATTACHMENT The above bid amounts have not been checked. The bid totals are subject to correction after the bids have been completely reviewed. City of San Juan Capistra RECYCLED WATER PIPELINE PROJE( RECYCLED WATER PRESSURE REDUCING STATI HIGH WEST SIDE PIPELINE REPLACEMENT F BID COMPARISON BID OPENING 2:OOPM March Item No. Description Engineer's Estimate J.De SI i, 1 Mobilisation,Permits,Bonds,Insurance and ction BRH Gervar Construction Scheduling $ 121'23000 ii 000.00 $ 100,000.00 Traffi000.00 $ 150 000 00 3 Erosion control and setlimentation control $ 6 000.00 00000 $ 1000 W4 Recortl drawin s $ 1000000 5 Demobilization $ $0001 $ 000.00 $ 10000.00 General Sub-Taal $ 204,230.00 E 000.00 $ 10000.00 ,000.00 $ 320,000.00 $ 6 Shorin ,sheeting,bracing for excavations $ 10,000.00 $ ,000.00 $ 25000.00 6A Caltrans ermittin antl ins action costs $ 10,000.00 $ 7 Pandin antl surve of existin utilities $ 8,000,W F$ "Q 00 $ 10 0W OO 8 24-inch PVC C905,class 235 $ 426 240.00 00 $ 15000.00 9 Tem ore and2fiine eco $ 2500.00 00 $ 58275000 10 flinch blowoa/tlrain $ 7500.00 W $ 2500'00 11 24nch ainvac valve $ $OW00 00 $ 4,WO.W 11A Furnish and install 2inch racy letl water services $ 5000.00 00 $ 4,WO.W 12 Connection at STA 43+30+/- $ 20,000.00 00 $ 10 000.00 13 Street, avement and surtace restomlion $ 51,000.00 00 $ 30000.00 14 Re lace iraffm loo s $ 3,000.1 .00 $ 119 000.0015 H rostatic testin $ 540000 .00 $ 500000Recycled Water Pipeline Sub-Tal $ 553,640.00 .00 $ 15 01.00 1,000.00 $ 623,21.00 $ 16 Shoring.sheeting,bracing for excavations I$ 5,000.00 T. 200.00 $ 10.10.1 17 Potholin and Surveyof enteringutilities $ 3,000.00 $ 00000 $ 500000 18 Rec 100 water connections $ 12 OOO.W $ 19 Street, avemenl antl surtace restoration $ 10 000.00 $ R00.00 $ 12,5D0,00 20 Precast concrete pAsSsure reducing station vault $ 95000.00 $ .200'00 $ 5000000 21 Eleclncal work&SDG&E service $ 15 000.00 $ O 0000 $ 120,000.W 21A SDG&E service costs 1$ 12000.00 1$ 000.00 $ 10,000.1 Recycled Water PR Station Seb-Taal $ 1521000.00 $ -000.00 $ 12,000.0 AMEL 1,10.00 $ 219,500.00 $ - Shorng,sheeting bracing for excavations $ 25000.00 $ Potholin and surve ofexistin utilities $ 20000.00 $ .WOW $ 750W.00 4 16i2 ch PVC 0905,class 235 $ 835 360.00 $ 000.00 $ 150 000.00 25 12inch PVC 0900,Gass 200 $ 437520.00 $ .19200 $ 1,089600.00 26 flinch PVC C900,class 200 $ 63,0M $ 617.00 $ 683,625.W 27 4-inch blowoff/drain $ 35,10.00 $ 900.00 $ 70000.00 28 2-inch blowoff/drain $ 21 000.00 $ 500.00 $ 17 51.00 29 2-inch airlvac valve $ 36,000.00 $ WO.W S 15000'00 W Cinch ainvac valve $ 20,000.00 $ 200.W $ 36000.00 31 Tee and valve assemblies $ 100,00000 $ 500.1 $ 17500.00 32 .200.00 $ 50W0.00 Street,pavement and surface restoration excluding 000.00 $ 125,000.00 33 Del Obispo Street from Paseo Teri to Alipaz $ 147,875.00 $ 3,500.00 $ 273,00000 Street M Street,pavement and surface restoration m Del $ 17,850.1 $ Obis o Street from Paseo Terracing to Ali az Street 000 $ 30,600.W 35 Street,pavement and surface restoration in Cry of $ 24,3]5.00 $ Pana Point ,50000 $ 39,0100 W Grinding and AC finish paying in City of Dana Point $ 171,250.00 $ 37 Rerwve and ace PCC drivewa ,150.00 $ 109,600.00 $ 15 0M.00 $ 38 lace concrete s $ 1500000 $ 000.00 $ 1001.00 39 PrecaDomestic water abandonments $ 105000.00 $ 000.00 $ 5000.00 40 Domestic water aban0onments $ 54 000.00 $ 000.00 $ 110 000.00 41 1"domestic water services $ 2400.00 $ 500.00 $ 1001.1 42 6-inch Resilient wedge gate valve $ 2500.00 $ 600.00 $ 300000 43 flinch Resilienlwade atevalve $ 6000.00 $ 700.W $ 1000.00 44 12inch Resifiea wade ravalve $ 13500.00 $ 000.00 $ 3000.00 45 H rostabc testing $ 12,000.00 $ 700.00 $ 7500.00 46 Disinfection and flushing of domestic watedine $ 20 000.00 $ 500.00 $ 40 OW.00 47 Cit of Dana Point ernrtin and ins ion costs1$ 10,000.00 $ 100.00 $ 30 000.00 High West Side Pipeline SutrTaal $ 2.291 $ OW.00 $ 10001 1,659.1 $ 3,001,925.1 $ TOTAL $ 3,200,000.00 $ 2',459.00 $ 4,364,675.00 $ ATTACHMENT 3/4/2008 AGENDA REPORT D5 TO: Dave Adams, City Manager FROM: Cindy Russell, Interim Director of Public Works SUBJECT: Consideration of Bid Results and Approval of the Mitigated Negative Declaration for the High West Side Pipeline (CIP #793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects. City Council Priority No. 23B (600.30) RECOMMENDATION: By motion, 1) Acknowledge the receipt of all bids and award the contract for the High West Side Pipeline (CIP # 793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785), Projects to the lowest responsible bidder; and, 2) Adopt a resolution approving the Mitigated Negative Declaration for the High West Side Pipeline (CIP# 793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects (see Attachment 2). SITUATION: Summary and Recommendation: At their meeting of December 18, 2007, City Council approved the waiver of certain purchasing procedures for the acquisition of equipment, approval of plans and specifications and authorization to bid for the High West Side Pipeline (CIP #793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects. The waivers were granted to insure proper coordination of the waterline projects with the Rehabilitation of Del Obispo Street and Junipero Serra Road Capital Improvement Projects (CIP's 408 and 415.) These road projects have received federal grant funding and must stay on schedule to avoid losing this funding. On February 4, 2008, the City Clerk released the Notice Inviting Bids for the three projects. Bids are due to be opened on March 3, 2008. If the bids are without question, staff will present the results of the bid and a recommendation to City Council at their March 4, 2008, meeting. As a prelude to the construction contract, staff released an RFP for the High West Side and Recycled Pipelines Materials and Supplies. On February 12, 2008, the Public Works Department received four proposals. The City Manager has approved a Personal AGENDA REPORT March 4, 2008 Page 2 Services Agreement with S&J Supply, Inc., in the amount of $207,492.02. The preordering and purchase of these materials and supplies will insure that the construction contract can commence immediately after award and receipt of bonding and insurance documents. Mitigated Negative Declaration: This project has been evaluated by the City's Environmental Administrator in accordance with Section 21080(c) of the California Environmental Quality Act (CEQA.) On January 16, 2008, the Environmental Administrator determined that with the implementation of mitigation measures, this project will not have a significant effect on the environment. As a result of that determination, the City issued a Mitigated Negative Declaration. The Mitigated Negative Declaration (MND) includes mitigation measures to address the project's potential air quality, water quality, noise, and cultural resource impacts. The Draft Mitigated Negative Declaration for the proposed project was made available for public review and comment pursuant to the CEQA Guidelines, Section 15073 for a period of 20 days, commencing on January 17, 2008, and ending on February 5, 2008 (Attachment 3.) The City received no comments during this review period. Staff recommends adoption of the resolution approving the Mitigated Negative Declaration for these three projects. COMMISSION/BOARD REVIEW AND RECOMMENDATIONS: The Water Advisory Commission will be updated on these projects at their February 26, 2008 meeting. FINANCIAL CONSIDERATIONS: The fiscal year 2007/2008 budget for the Recycled Water Pipeline Project (CIP #755) is $5,667,668. This budget includes funding for the design and construction of these pipelines. The fiscal year 2007/2008 budget for the High West Side Pipeline Project (CIP #793), is $392,969 for design only. Funding of $2,304,765 has been programmed in the FY 2008/2009 Capital Improvement Budget for the construction of this project. The FY 2007/2008 budget includes $202,500 for the design and construction of the Recycled Water Pressure Reducing Valve Project (CIP #785). Staff will bring the funding recommendation based upon the bid results to City Council at their March 4, 2008, meeting. NOTIFICATION: None AGENDA REPORT March 4, 2008 Page 3 RECOMMENDATION: By motion, 1) Acknowledge the receipt of all bids and award the contract for the High West Side Pipeline (CIP 793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects to the lowest responsible bidder; and, 2) Adopt a resolution approving the Mitigated Negative Declaration for the High West Side Pipeline (CIP# 793), Recycled Waterlines (CIP #755) and Recycled Water Pressure Reducing Station (CIP #785) Projects. Respectfully Submitted, Prepared by, Cindy Russ II Joe Mankawich Interim Director of Public Works Associate Engineer Attachments: 1. Location Map 2. Resolution 3. Mitigated Negative Declaration 4. Initial Study THE CITY OF SAN JUAN CAPISTRANO O N o A s PROJECT LOCATION n Fo 0 0 y �Q� d� a� DEL AWD PROJECT LOCATION sro t 1 AS AA JA 0 1,500 3,000 6,000 9,000 Feet ATTACHMENT RESOLUTION NO. 08-03-04- A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION FOR THE HIGH WEST SIDE PIPELINE PROJECT (CIP 793), RECYCLED PIPELINES PROJECT(CIP 755), AND THE RECYCLED WATER PRESSURE REDUCING VALVE PROJECT (CIP 785) WHEREAS, the Public Works Department has prepared plans for the High West Side Pipeline (CIP 793), Recycled Pipelines (CIP 755), and Recycled Water Pressure Reducing Valve Projects (CIP 785) and such installation is consistent with the recommended water facilities improvements contained in the City Council-adopted Domestic Water Master Plan (DWMP) and Recycled Water Master Plan (RWMP); and, WHEREAS,the proposed projects have been processed pursuant to Section 9-2.337, Public Improvement Plans and Outside Agency Development Review of the Land Use Code; and, WHEREAS, the City of San Juan Capistrano Environmental Administrator has reviewed the initial study prepared pursuant to Section 15063 and 15064 of the CEQA Guidelines; has determined that the project qualifies for issuance of a Mitigated Negative Declaration (MND), has issued a Negative Declaration pursuant to Section 15070 of those guidelines; and has caused a Notice of Negative Declaration to be posted pursuant to Section 15072 of those guidelines. The City has otherwise complied with all applicable provisions of the California Environmental Quality Act (1970) and all recommended mitigation measures have been incorporated herein; and, WHEREAS, Draft Mitigated Negative Declaration for the City of San Juan Capistrano High West Side Pipeline (CIP 793), Recycled Pipelines (CIP 755), and Recycled Water Pressure Reducing Valve Project(CIP 785)was made available for public review and comment pursuant to the CEQA Guidelines (Section 15073)for a period of 20 days, commencing on January 17, 2008, and ending on February 5, 2008; and during this review period, the City received no comment letters from agencies. NOW, THEREFORE, BE IT RESOLVED that the City Council hereby makes the following findings based on substantial evidence in the record with respect to compliance with the provisions of the California Environmental Quality Act: Section 1. Pursuant to California Environmental Quality Act (CEQA) Guidelines (Section 15074), the Initial Study/Mitigated Negative Declaration (IS/MND) considers all potentially significant environmental effects of the proposed project and is complete and fully complies with all requirements of CEQA and the Guidelines; and, ATTACHMENT Section 2. The project could result in potentially significant air quality impacts as a result of construction-related emissions. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: AQ-1 Project construction shall comply with SCAQMD Rule 403 to the satisfaction of the City which should significantly reduce fugitive dust amounts by up to 50 percent. Dust reducing measures shall include regular watering of graded surfaces, restriction of all construction vehicles and equipment to travel along established and regularly watered roadways, and requiring operations that tend to create dust be suspended during windy conditions. AQ-2 Project construction shall comply with SCAQMD Rule 402 to reduce potential nuisance due to odors from construction activities. Measures include the following: • The Building & Code Enforcement Manager may suspend grading activity when local winds exceed 15 miles per hour and during first and second stage smog alerts. • All trucks hauling dirt, soil or other loose dirt material shall be covered. The following measures shall be implemented to reduce emissions from construction-related traffic congestion to the satisfaction of the City Engineer: • Configure construction parking to minimize construction traffic interference with roadway traffic; • Minimize obstruction of through-traffic lanes; • Provide a flag person as appropriate to guide traffic properly and to ensure safety at construction sites; • Develop a traffic management plan to minimize traffic flow interference from construction activities. Include advance public notice of routing and use of public transportation; and • Schedule construction operations affecting traffic during off-peak hours, where feasible. Section 3. The project could result in potentially significant cultural resources impacts as a result of construction related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: CR-1 Prior to issuance of any grading or building, the applicant will retain the services of a RPA (Register of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts 2 on cultural resources including archeological, paleontological, and historic resources. Also, the applicant will provide an executed contract for services with a RPA-certified archeologist including a scope-of-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report. If historic and/or cultural resources are encountered during grading and/or building activities, the monitoring RPA archeologist may cease any grading and/or building construction activities, subject to confirmation by the City's Environmental Administrator (EA), to allow for preliminary assessment, evaluation of any cultural resources, and/or recovery. The archeological monitor or Environmental Administrator (EA) may allow grading activity to proceed at other locations on the project site which would not interfere with the assessment of uncovered cultural resources. Prior to occupancy permit issuance, the project will submit a technical memorandum or cultural resources report which details archeological monitoring efforts, findings, analysis, and conclusions consistent with City Council Policy #601 and subject to review and approval of the Planning Director. Section 4. The project could result in potentially significant water quality impacts as a result of construction-related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: WQ-1 The City shall require that preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) which emphasizes structural and non- structural Best Management Practices (BMPs) in compliance with NPDES Program requirements, is included in the project's bid specifications. Specific measures shall include, but not be limited to: • Siltation of drainage devices shall be handled through a maintenance program to remove silt/dirt from channels and street gutters. • Surplus or waste material from construction shall not be placed in drainage ways or within the 100-year floodplain of surface waters. • Loose piles of soil, silt, clay, sand, debris, or other earthen materials shall be protected in an effective manner which eliminates any discharge to surface waters. Section 5. The project could result in potentially significant short-term construction noise impacts. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: 3 N-1: Noise sources associated with construction, repairs, remodeling, or the grading of any real property, shall be exempt from the provisions of the City's noise code if conducted from 7:00 a.m. to 6:00 p.m. on Monday through Friday, or from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited at any time on Sunday or a Federal holiday. N-2: Equipment will use available noise suppression devices and properly maintained mufflers. Construction noise will be reduced by using quiet or "new technology" equipment, particularly the quieting of exhaust noises by use of improved mufflers where feasible. All internal combustion engines used within the project limits will be equipped with the type of muffler recommended by the vehicle manufacturer, and will be maintained in good mechanical condition. N-3: During all site preparation and grading, contractors shall minimize the staging of construction equipment and unnecessary idling of equipment in the vicinity of residential land uses. N-4: The equipment staging area will be situated so as to provide the greatest distance separation between construction-related noise sources and noise- sensitive receptors nearest the project site during all grading and construction. N-5: Notification will be given to area property owners of planned utility construction through the posting of signs along the planned construction zones at least thirty (30) days prior to commencement of demolition activity. The signage will include a summary description of the project, the duration of the work, and encourage use of alternative routes. NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby make the following findings with respect to General Plan consistency: Section 1. The proposed project is consistent with the policies and objectives of the General Plan, specifically, the Public Services & Utilities Element because the proposed waterline replacement will ensure that the City maintains the ability to provide the required high- quality and dependable water service to the community. Section 2. The proposed project is consistent with the City Council adopted Domestic Water Master Plan (DWMP) and Recycled Water Master Plan (RWMP) which identifies the replacement 4 of the existing waterlines and facilities (Project)to provide necessary higher levels of water service to existing and proposed developments located in the surrounding area. NOW, THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby approve a Mitigated Negative Declaration subject to the mitigation measures contained herein. PASSED, APPROVED AND ADOPTED this 4th day of March, 2008, JOE SOTO, MAYOR ATTEST: MARGARET R. MONAHAN, CITY CLERK 5 (above for use by County Clerk-Recorder's Office only) NEGATIVE DECLARATION city of san juan capistrano, california 1. APPLICANT: City of San Juan Capistrano 2. ADDRESS: 32400 Paseo Adelanto; San Juan Capistrano, CA 92675 3. PHONE NUMBER: (949) 493-1171 4. LEAD AGENCY: City of San Juan Capistrano, 32400 Paseo Adelanto, 92675 5. PROJECT MGR.: Joe Mankawich, Associate Engineer j 6. PROJECT TITLE: High West Side Pipeline Project (CIP 793); Recycled Water Pipelines Project (CIP 755); and Recycled Water Pressure Reducing Valve Project (CIP 789). 7. DESCRIPTION: Water system improvements are identified in the Domestic Water Master Plan dated March 2004, and the Recycled Water Master Plan dated April 2006,prepared for City of San Juan Capistrano by AKM Consulting Engineers. In order to serve the potable and recycled water demands forecasted in its service area, the City of San Juan Capistrano (City) proposes to construct pipeline enhancements. The work associated with this project includes evaluation of alignment alternatives, review and specification of determination of easement requirements, and final engineering design, and other tasks related to the following elements of the water system improvements: 1. Approximately 7,000 L.F.of 16-inch diameter pipe along Del Obispo Street from Golden Spring Drive to Aquacate Road. i 2. Replace approximately 550 L.F, of existing 6-inch diameter pipe with new 12-inch diameter pipe from the intersection of Calle Aspero and Del Obispo Street, along Calle Aspero,to 300 feet east of the intersection of Calle Aspero and Calle Ricardo. z e; 3. Connect to the South Coast Water District(SCWD) 24" high pressure line at Palo Alto and Stonehill, run 600 feet of 8 inch line to a meter vault, and up Palo Alto. r 4. Approximately 500 L.F. of 12-inch diameter pipe beginning at the intersection of Dana Mesa Drive to the intersection of Dana Mesa Drive and Deadwood Drive. Create a valving and connection system that allows the existing 6 inch ACP to be used as a backup line in the event that the new 12 inch line must be isolated for repair. 5. Approximately 400 L.F. of 12-inch diameter pipe beginning at the intersection of Camino Del Avion and Shipside Drive and extending northeast to the cul-de-sac intersection -i of Charro and Carreterra Drives. This replaces the existing 10"ACP line. Design this segment using trench-less technology, a i ( ATTACHMENT k 2 High West Side Pipeline Project(CIP 793); Recycled Water Pipelines Project(CIP 755); Mitigated Negative Declaration Recycled Water PRV(CIP 789) 2 City of San Juan Capistrano 6. Approximately 100 L.F. of 12-inch diameter pipe along Westborne Drive immediately west of Del Obispo Street. 7. Approximately 1300 L.F. of 12-inch diameter pipe beginning at the intersection of Blue Finn and Big Sur Street, following Blue Finn,to the intersection of Blue Fin and Del Obispo Street. Create valving and connection system allowing the use of the existing6 inch ACP as a backup line in the event that the new 12 inch line must be isolated. City of San Juan Capistrano staff will provide guidance on design. 8. Approximately 725 L.F. of 12-inch diameter pipe beginning at the cul-de-sac at the west end of Paseo De La Paz and continuing south-southwesterly near the service area boundary to a point of connection with the existing water main at the west end of Spinnaker Drive. Approximately 150 L.F. of this pipeline segment should be designed to utilize trench-less technology. 9. Abandon in place 5,300 LF of the existing 10-inch diameter asbestos cement pipe beginning at the cul-de-sac at the west end of Paseo De La Paz and continuing south and west along the service area boundary to the west end of Yacht Drive. Abandonment to include all blind flanging and thrust blocking necessary to completely abandon this line. 10. Approximately 2,100 L.F. of 12 inch diameter pipe along Del Obispo street from Aguacate Drive to the west side of the Trabuco Creek Bridge. (Does not connect to High West Side system.) i 11. Design connections to existing pipelines;or provide for connections at future pipeline at five locations; Aguacate Drive at Del Obispo Street, Del Obispo Street at "future" Belladonna project, Del Obispo at Paseo De la Paz, Del Obispo Street at Spinnaker and Del Obispo Street at Camino Del Avion. 12.Approximately 75 L.F. of 10 Inch diameter piping bypass around the Captain's Hill Pump I Station. 13. Construct Pressure Reducing Station on the 8 inch recycled water line on Rancho Viejo Road approximately 1,000 L.F. North of Golf Course Drive.This PRV will supply the Zone 350 system from the Zone 425 system. 14.Approximately 1,700 L.F.of 24 inch recycled water pipeline from Mission Hills Drive and Rancho Viejo Road to Junipero Serra. Design connection at existing pipeline at Rancho Viejo Road and Mission Hills Drive. 15. Approximately 1,700 L.F. of 24 inch recycled water pipeline on Junipero Serra from Rancho Viejo Road to Camino Capistrano. Additional Project Components; Pipelines in Major Streets: The proposed pipeline alignments within Del Obispo, Junipero Serra and the location of the pressure reducing station in Rancho Viejo 3+ {r $t High West Side Pipeline Project(CIP 793); Recycled Water Pipelines Project(CIP 755); Mitigated Negative Declaration Recycled Water PRV(CIP 789) 3 City of San Juan Capistrano Road will primarily depend on the location of existing underground utilities and traffic control considerations in order to maintain a level of service which is acceptable to the residents, local businesses, and community facilities. Pipeline Materials: Due to the site soils high potential for corrosion C-900 and C-905 PVC pipeline will be utilized in the project area. Fittings and valves will be cast iron with epoxy lining and coating. All bolts and nuts shall be stainless steel. Abandonment of Existing Pipeline: Approximately 5,300 lineal feet of existing asbestos-concrete pipe (ACP) will be abandoned in place within an existing easement due to a limited working area. ENVIRONMENTAL ADMINISTRATOR (EA) DETERMINATION: This project has been evaluated by the Environmental Administrator of the City of San Juan Capistrano in accordance with the Section 21080(c)of the California Environmental Quality Act(CEQA). On January 16, 2008, the Environmental Administrator determined that this project will not have a potentially significant adverse effect on the environment and issued a Mitigated Negative Declaration. The basis for the Environmental Administrator's determination is the Initial Study prepared pursuant to Section 15063 of the California Environmental Quality Act (CEQA) Guidelines. Copies may be reviewed or obtained from the Planning Department in City Hall located at 32400 Paseo Adelanto. All public comments on the negative declaration must be provided in writing to the Planning Department within twenty days of posting by the County Clerk. WIIIIam A. Ramsey, AICP, Envir ment' 1 Administrator The City Council has delegated authorifr_rKaking environmental determinations to the Environmental Administrator by Resolution 94-7-5-1 adopting the City's Environmental Review Guidelines. Pursuant to Section 9-2.311, Appeals of the Land Use Code, any person may file an appeal of the Environmental Administrator's determination to issue a Notice of Exemption, Negative Declaration(ND), Mitigated Negative Declaration(MND)or Notice of Preparation.Appeals must be filed in writing pursuant to Section 9-2.3112 of Title 9, Land Use Code. The filing of an appeal stays the issuance of an environmental determination until a decision by the City Council on the appeal. cc: County Clerk Project file(project manager) CEQA file(Planning Secretary) Project Applicant Posting: [j City Hall; [] Public Library; [J Community Center High West Side Pipeline Project (CIP 793) Recycled Water Pipelines Project (CIP 755) Recycled Water Pressure Reducing Valve Project (CIP 789) umvouno ' MIMED ED 1961 1776 INITIAL STUDY & ENVIRONMENTAL CHECKLIST LEAD AGENCY: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, California 92675 Contacts: William Ramsey, AICP, Principal Planner Joe Mankawich, Associate Engineer January 14, 2008 ATTACHMENT 1.0 INTRODUCTION Following preliminary review of the proposed project, the City of San Juan Capistrano has determined that the High West Side Pipeline Replacement Project is subject to the guidelines and regulations of the California Environmental Quality Act (CEQA). This Initial Study addresses the direct, indirect, and cumulative environmental effects associated with implementation of the High West Side Pipeline Replacement Project, as proposed. 1.1 STATUTORY AUTHORITY AND REQUIREMENTS In accordance with CEQA (Public Resources Code Sections 21000-21177) and pursuant to Section 15063 of the California Code of Regulations (CCR), the City of San Juan Capistrano, acting in the capacity of Lead Agency, is required to undertake the preparation of an Initial Study to determine if the proposed project would have a significant environmental impact. If, as a result of the Initial Study, the Lead Agency finds that there is evidence that any aspect of the project may cause a significant environmental effect, the Lead Agency shall further find that an environmental impact report (EIR) is warranted to analyze project-related and cumulative environmental impacts. Alternatively, if the Lead Agency finds that there is no evidence that the project, either as proposed or as modified to include the mitigation measures identified in the Initial Study, may cause a significant effect on the environment, the Lead Agency shall find that the proposed project would not have a significant effect on the environment and shall prepare a Negative Declaration for that project. Such determination can be made only if "there is no substantial evidence in light of the whole record before the Lead Agency" that such impacts may occur (Section 21080(c), Public Resources Code). The environmental documentation, which is ultimately selected by the City of San Juan Capistrano in accordance with CEQA, is intended as an informational document undertaken to provide an environmental basis for subsequent discretionary actions upon the project. The resulting document is not, however, a policy document and its approval and/or certification neither presupposes nor mandates any actions on the part of those agencies from whom permits and other discretionary approvals would be required. The Environmental Determination and supporting analysis is subject to a public review period. During this review, public agency comments on the document relative to environmental issues should be addressed to the City of San Juan Capistrano. Following review of any comments received, the City will consider these comments as a part of the project's environmental review and include them with the Initial Study Document for consideration by the City. 1.2 PURPOSE The purpose of the Initial Study is to: (1) identify environmental impacts; (2) provide the Lead Agency with information to use as the basis for deciding whether to prepare an EIR or Negative Declaration; (3) enable an applicant or Lead Agency to modify a project, mitigating adverse impacts before an EIR is prepared; (4) facilitate environmental assessment early in the design of the project; (5) provide documentation of the factual basis for the finding in a Negative Declaration that a project would not have a significant environment effect; (6) eliminate needless EIRs; (7) determine whether a previously prepared EIR could be used for the project; and (8) assist in the preparation of an EIR, if required, by focusing the EIR on the effects determined to be significant, identifying the effects determined not to be significant, and explaining the reasons High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project (CIP 755) page 2 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) for determining that potentially significant effects would not be significant. Section 15063 of the State CEQA Guidelines identifies specific disclosure requirements for inclusion in an Initial Study. Pursuant to those requirements, an Initial Study shall include: (1) a description of the project, including the location of the project; (2) an identification of the environmental setting; (3) an identification of environmental effects by use of a checklist, matrix or other method, provided that entries on a checklist or other form are briefly explained to indicate that there is some evidence to support the entries; (4) a discussion of ways to mitigate significant effects identified, if any; (5) an examination of whether the project is compatible with existing zoning, plans, and other applicable land use controls; and (6) the name of the person or persons who prepared or participated in the preparation of the Initial Study. 1.3 CONSULTATION As soon as the Lead Agency has determined that an Initial Study would be required for the project, the Lead Agency is directed to consult informally with all Responsible Agencies and Trustee Agencies that are responsible for resources affected by the project, in order to obtain the recommendations of those agencies as to whether an EIR or Negative Declaration should be prepared for the project. Following receipt of any written comments from those agencies, the Lead Agency would consider any recommendations of those agencies in the formulation of the preliminary findings. Following execution of this Initial Study, Lead Agency would initiate formal consultation with these and other governmental agencies as required under CEQA and its implementing guidelines. 1.4 INCORPORATION BY REFERENCE Pertinent documents relating to this Initial Study have been cited and incorporated, in accordance with Sections 15148 and 15150 of the CEQA Guidelines, to eliminate the need for inclusion of voluminous engineering and technical reports within the EIR. Of particular relevance are those previous EIRs that present information regarding descriptions of environmental settings, future development-related growth and cumulative impacts. This Initial Study/Negative Declaration has incorporated by reference the City of San Juan Capistrano General Plan, City of San Juan Capistrano Domestic Water Master Plan and the City of San Juan Capistrano Domestic Water Master Plan. These planning and environmental clearance documents include numerous mitigation measures and policies related to the proposed project. These documents were utilized throughout this Initial Study/Environmental Checklist and are available for review at the City of San Juan Capistrano located at 32400 Paseo Adelanto, San Juan Capistrano, California 92675. The City of San Juan Capistrano General Plan serves as a policy guide for determining the appropriate physical development and character of San Juan Capistrano. The Plan is founded upon the community's vision for San Juan Capistrano and expresses the community's long-term goals. Implementation of the San Juan Capistrano General Plan will ensure that future development projects are consistent with the community's goals and the adequate urban services are available to meet the needs of new development. The General Plan provides a continuum between the City's unique historic traditions and the San Juan Capistrano of tomorrow. The City of San Juan Capistrano (CSJC) provides service to approximately 9,200 acres High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 3 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) primarily within the corporate boundaries of the City of San Juan Capistrano. The District has several water supply sources which provide water to a complex system including sever (7) distinct pressure zones defined by reservoirs and 26 sub-pressure zones served through pressure regulating stations and hydro-pneumatic systems. The pressure zones identified within the CSJC Water Facilities Master Plan provide service to areas with widely varying elevations and isolated locations. The District's system consists of approximately 173.7 miles of pipelines; 11 reservoirs; 12 booster pump stations, two of which are inactive; and 36 pressure regulating stations. 2.0 PROJECT 2.1 PROJECT LOCATION/SETTING The City of San Juan Capistrano is located within southern Orange County, approximately midway between Los Angeles and San Diego. The community is situated in a coastal valley approximately one mile east of the Pacific Ocean and is divided by the Interstate 5 (1-5) which runs in a north south direction through the City. The City of San Juan Capistrano encompasses approximately 13.6 square miles and is bordered by the cities of Laguna Niguel, Mission Viejo, Dana Point, San Clemente, and portions of unincorporated Orange County (refer to Exhibit 1, Regional Vicinity Map). The proposed projects are situated in the arterial roadways serving the western and northern portions of the City within an area primarily comprised of Very Low Density to Medium High Density residential uses. In addition to the residential uses, various commercial, educational, and public/institutional facilities are also located within the project area. The project sites are situated in service areas 425N, 362W and 250C. The project proposes placement of new recycled water lines and the replacement of aging deficient domestic pipelines within existing roadway right-of-ways (R-O-W) in the City. These improvements would primarily occur within Del Obispo Street from Alipaz Street, east then south to Blue Fin Drive which includes various minor lateral pipeline extensions to adjacent residential areas, in Junipero Serra Road from Rancho Viejo Road to Camino Capistrano, and in Rancho Viejo Road from Junipero Serra to Mission Hills Drive (Please see Appendix A for preliminary plans and profiles of the proposed work). The City of San Juan Capistrano overlies a very diverse geographic area which ranges from gently rolling hills and valleys to ridgeline areas along the western portion of the City. Natural features are located throughout the City and include the hillsides and ridgelines surrounding the City, canyons, creeks, and prominent trees. Elevations on-site range from approximately 55 feet above mean sea level (msl) to 300 feet above msl. The biotic community that exists adjacent to the project area is typical of most urban areas. Plants and animals in the area have been introduced by man and are tolerant to urban land uses. All work is to be conducted within the right-of-way of existing arterial roadways. 2.2 BACKGROUND The City obtains the majority of its water from the Metropolitan Water District of Southern California (MWD) through the South County Pipeline and the Tri-Cities Municipal Water District through the Eastern and Joint Transmission Mains. This water is imported from the Colorado River and/or the California State Water Project (SWP). The remainder of the City's water High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project (CIP 755) page 4 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) consists of local groundwater from the San Juan Groundwater Basin. The majority of the San Juan Capistrano area receives water service from the City. A small portion of northwestern San Juan Capistrano and the Sphere of Influence (SOI) is located within the Moulton-Niguel Water District (MNWD) service area. San Juan Capistrano has entered into an agreement with MNWD to provide water service to the portion of MNWD situated within the City and its SOI. A Master Plan of City facilities was completed in February 1999, and was updated in 2004 which addresses the future water needs of the community based on the anticipated build-out population of the service area. 2.3 PROJECT DESCRIPTION Water system improvements are identified in the Domestic Water Master Plan dated March 2004, and the Recycled Water Master Plan dated April 2006, prepared for City of San Juan Capistrano by AKM Consulting Engineers. In order to serve the potable and recycled water demands forecasted in its service area, the City of San Juan Capistrano (City) proposes to construct pipeline enhancements. The work associated with this project includes evaluation of alignment alternatives, review and specification of determination of easement requirements, and final engineering design, and other tasks related to the following elements of the water system improvements: 1. Approximately 7,000 L.F. of 16-inch diameter pipe along Del Obispo Street from Golden Spring Drive to Aquacate Road. 2. Replace approximately 550 L.F. of existing 6-inch diameter pipe with new 12-inch diameter pipe from the intersection of Calle Aspero and Del Obispo Street, along Calle Aspero, to 300 feet east of the intersection of Calle Aspero and Calle Ricardo. 3. Connect to the South Coast Water District (SCWD) 24" high pressure line at Palo Alto and Stonehill, run 600 feet of 8 inch line to a meter vault, and up Palo Alto. 4. Approximately 500 L.F. of 12-inch diameter pipe beginning at the intersection of Dana Mesa Drive to the intersection of Dana Mesa Drive and Deadwood Drive. Create a valving and connection system that allows the existing 6 inch ACP to be used as a backup line in the event that the new 12 inch line must be isolated for repair. 5. Approximately 400 L.F. of 12-inch diameter pipe beginning at the intersection of Camino Del Avion and Shipside Drive and extending northeast to the cul-de-sac intersection of Charro and Carreterra Drives. This replaces the existing 10" ACP line. Design this segment using trench-less technology. 6. Approximately 100 L.F. of 12-inch diameter pipe along Westborne Drive immediately west of Del Obispo Street. 7. Approximately 1300 L.F. of 12-inch diameter pipe beginning at the intersection of Blue Finn and Big Sur Street, following Blue Finn, to the intersection of Blue Fin and Del Obispo Street. Create valving and connection system allowing the use of the existing6 inch ACP as a backup line in the event that the new 12 inch line must be isolated. City of San Juan Capistrano staff will provide guidance on design. High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 5 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) 8. Approximately 725 L.F. of 12-inch diameter pipe beginning at the cul-de-sac at the west end of Paseo De La Paz and continuing south-southwesterly near the service area boundary to a point of connection with the existing water main at the west end of Spinnaker Drive. Approximately 150 L.F. of this pipeline segment should be designed to utilize trench-less technology. 9. Abandon in place 5,300 LF of the existing 10-inch diameter asbestos cement pipe beginning at the cul-de-sac at the west end of Paseo De La Paz and continuing south and west along the service area boundary to the west end of Yacht Drive. Abandonment to include all blind flanging and thrust blocking necessary to completely abandon this line. 10. Approximately 2,100 L.F. of 12 inch diameter pipe along Del Obispo street from Aguacate Drive to the west side of the Trabuco Creek Bridge. (Does not connect to High West Side system.) 11. Design connections to existing pipelines; or provide for connections at future pipeline at five locations; Aguacate Drive at Del Obispo Street, Del Obispo Street at "future' Belladonna project, Del Obispo at Paseo De la Paz, Del Obispo Street at Spinnaker and Del Obispo Street at Camino Del Avion. 12. Approximately 75 L.F. of 10 Inch diameter piping bypass around the Captain's Hill Pump Station. 13. Construct Pressure Reducing Station on the 8 inch recycled water line on Rancho Viejo Road approximately 1,000 L.F. North of Golf Course Drive. This PRV will supply the Zone 350 system from the Zone 425 system. 14. Approximately 1,700 L.F. of 24 inch recycled water pipeline from Mission Hills Drive and Rancho Viejo Road to Junipero Serra. Design connection at existing pipeline at Rancho Viejo Road and Mission Hills Drive. 15. Approximately 1,700 L.F. of 24 inch recycled water pipeline on Junipero Serra from Rancho Viejo Road to Camino Capistrano. Additional Project Components: Pipelines in Maior Streets: The proposed pipeline alignments within Del Obispo, Junipero Serra and the location of the pressure reducing station in Rancho Viejo Road will primarily depend on the location of existing underground utilities and traffic control considerations in order to maintain a level of service which is acceptable to the residents, local businesses, and community facilities. Pipeline Materials: Due to the site soils high potential for corrosion C-900 and C-905 PVC pipeline will be utilized in the project area. Fittings and valves will be cast iron with epoxy lining and coating. All bolts and nuts shall be stainless steel. Abandonment of Existing Pipeline: Approximately 5,300 lineal feet of existing asbestos-concrete High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 6 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) pipe (ACP) will be abandoned in place within an existing easement due to a limited working area. 2.4 PHASING Actual timing of construction and transferring of service will be phased in an effort to avoid significant service outages and ensure that new portions of the water transmission system is placed into operation to meet domestic and fire flow requirements as well as provide continuity of each "interim" system as construction progresses. In addition, the timing of construction will be phased in order to limit vehicular disruption and emergency access to adjacent residential, commercial, and educational uses. The project will also be coordinated with an upcoming pavement overlay project so that street closures and construction impacts will be kept to a minimum. 3.0 INITIAL STUDY CHECKLIST 3.1 BACKGROUND 1. Project Title: High West Side Pipeline Replacement Project 2. Lead Agency Name and Address: City of San Juan Capistrano 32400 Paseo Adelanto San Juan, California 92675 3. Contact Person and Phone Number: Joe Mankawich, Associate Engineer; (949) 487-4313 4. Project Location: The City of San Juan Capistrano is located within southern Orange County, approximately midway between Los Angeles and San Diego. The community is situated in a coastal valley approximately one mile east of the Pacific Ocean and is divided by the Interstate 5 (1-5) which runs in a north south direction through the City. The City of San Juan Capistrano encompasses approximately 13.6 square miles and is bordered by the cities of Laguna Niguel, Mission Viejo, Dana Point, San Clemente, and portions of unincorporated Orange County. The proposed project area is situated within the right-of-way of the arterial roadways in the north and the western portion of the City adjacent to areas primarily comprised of Very Low Density to Medium High Density residential uses. In addition to residential uses, various commercial, educational, and public/institutional facilities are also located adjacent to the project areas. 5. Project Sponsor's Name and Address: City of San Juan Capistrano 32400 Paseo Adelanto San Juan, California 92675 6. General Plan Designation: Residential/Commercial High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 7 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) 7. Zoning: Residential/Commercial 3.2 ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" or"Less Than Significant With Mitigation Incorporation," as indicated by the checklist on the following pages. Aesthetics Land Use and Planning Agriculture Resources Mineral Resources ✓ Air Quality ✓ Noise Biological Resources Population and Housing ✓ Cultural Resources Public Services Geology and Soils Recreation Hazards & Hazardous Mat. Transportation/Traffic ✓ Hydrology &Water Quality Utilities & Service Systems Mandatory Findings of Significance 3.3 EVALUATION OF ENVIRONMENTAL IMPACTS This section analyzes the potential environmental impacts associated with the proposed project. The environmental analysis in this section is patterned after the Initial Study Checklist recommended by the CEQA Guidelines and used by the City of San Juan Capistrano in its environmental review process. For the preliminary environmental assessment undertaken as part of this Initial Study's preparation, a determination that there is a potential for significant effects indicates the need to more fully analyze the development's impacts and to identify mitigation. For the evaluation of potential impacts, the questions in the Initial Study Checklist are stated and an answer is provided according to the analysis undertaken as part of the Initial Study. The analysis considers the long-term, direct, indirect, and cumulative impacts of the development. To each question, there are four possible responses: No Impact. The development will not have any measurable environmental impact on the environment. Less Than Significant Impact. The development will have the potential for impacting the environment, although this impact will be below established thresholds that are considered to be significant. • Less Than Significant With Mitigation Incorporation. The development will have the potential to generate impacts which may be considered as a significant effect on the environment, although mitigation measures or changes to the High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 8 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) development's physical or operational characteristics can reduce these impacts to levels that are less than significant. Potentially Significant Impact. The development will have impacts which are considered significant, and additional analysis is required to identify mitigation measures that could reduce these impacts to less than significant levels. Where potential impacts are anticipated to be significant, mitigation measures will be required, so that impacts may be avoided or reduced to insignificant levels. In addition to the significance thresholds identified within the CEQA Checklist, the City of San Juan Capistrano has adopted additional specific significance thresholds which are primarily based on the checklist below. These thresholds have been included to adequately address specific areas of potential environmental concern within the City (refer to Appendix A, City Adopted Significance Thresholds). 3 c c o a— w 0. V) 0.i) D JN —Z 14.1 AESTHETICS. Would the project: a. Have a substantial adverse effect on a scenic vista? ❑ ❑ ❑ b. Substantially damage scenic resources, including, but not limited to trees, rock outcroppings, and historic building along a State- ❑ ❑ ❑ designated scenic highway? c. Substantially degrade the existing visual character or quality of the ❑ ❑ ❑ site and its surroundings? d. Create a new source of substantial light or glare which would ❑ ❑ ❑ adversely affect day or nighttime views in the area? a°wESHE Z 14.2 AGRICULTURAL RESOURCES. Would the project: a. Convert Prime Farmland, Unique Farmland, Farmland of Statewide Importance as depicted on maps prepared pursuant to the ❑ ❑ ❑ Farmland Mapping and Monitoring Program of the CA. Resources Agency? b. Conflict with existing zoning for agricultural use, or a Williamson Act ❑ ❑ ❑ Contract? c. Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to ❑ ❑ ❑ non-agricultural use? High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 9 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) T q T C q C q I Scnc � pc ti E ° a m E _E _ av�� Wimz° 14.3 AIR QUALITY. Would the project: a. Conflict with or obstruct implementation of the applicable air quality ❑ ❑ ❑ plan? b. Violate an air quality standard or contribute to an existing or ❑ ® ❑ ❑ projected air quality violation? c. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under the applicable federal or state ambient air quality standard (including ❑ ❑ ® ❑ releasing emissions which exceed quantitative thresholds for ozone precursors)? d. Expose sensitive receptors to substantial pollutant concentrations? ❑ ❑ ❑ e. Create objectionable odors affecting a substantial number of ❑ ❑ ❑ people? a. Conflict with or obstruct implementation of the applicable air quality plan? No Impact. Air pollution standards are regulated through the Federal Clean Air Act of 1970 and the Clean Air Amendment of 1977. Current standards are set for sulfur dioxide (SOX), carbon monoxide (CO), nitrogen dioxide (NOx), hydrocarbons, ozones, and particulates of less than 10 microns in size (PM,o). State of California standards, established by the Air Resources Board (ARB) are generally more restrictive than national standards, and have incorporated additional pollutants such as hydrogen sulfide. The project area is located in the South Coast Air Basin (SCAB) which is managed by the South Coast Air Quality Management District (SCAQMD) and is currently classified as a state and federal non-attainment area for ozone and PM10. In addition, the SCAB is a federal non- attainment area for CO. The SCAQMD is responsible for administering state and federal air quality standards within the County of Orange. Its tasks include monitoring air pollution, promoting rules and regulations, and implementing strategies for reducing air pollution in the region. The SCAQMD has prepared the Air Quality Management Plan (AQMP) most recently updated in 2007. The AQMP relies on a multi-level partnership of governmental agencies at the federal, state, regional and local level. These agencies (EPA, CARB, local governments, Southern California Association of Governments (SCAG) and the SCAQMD are the cornerstones that implement the AQMP programs. Although air quality is a regional problem, SCAQMD's AQMP place a heavy reliance on local implementation measures, such as land use decisions and local employment transportation programs. The implementation process stresses the freedom of cities to choose attainment measures that best suit local conditions. SCAQMD's CEQA Air Quality Handbook establishes two criteria for determining consistency: Would the project result in an increase in the frequency or severity of existing air quality violations or cause or contribute to new violations, or delay timely High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 10 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) attainment of air quality standards or the emission reductions specified in the AQMP; and • Would the project exceed the AQMP's assumptions for 2010 or increments based on the year of project build-out and phase. b. Violate any air quality standard or contribute substantially to an existing or projected air quality violation? Potentially Significant Impact Unless Mitigated. Due to the nature and scope of the proposed improvements project implementation would not result in the violation of any air quality standard or contribute substantially to an existing or project air quality violation. Refer to impact discussion above under Response 4.3a. As previously stated, the proposed project site is located within the South Coast Air Basin and is governed by the South Coast Air Quality Management District (SCAQMD). The air quality document applicable to the project area include SCAQMD's 1997 Air Quality Management Plan. In order to assist individuals in the preparation of air quality analysis, the SCAQMD CEQA Air Quality Handbook was developed. These documents provide guidelines and contain emission generation factors to calculate air pollutant emissions and to determine compliance with State and Federal air quality standards. The Lake Forest ambient air monitoring station, located within the South Coast Air Basin, monitors air pollutants within the project area. A project would normally be considered to have a significant effect on air quality if the project violates any ambient air quality standard, contributes substantially to an existing air quality violation, exposes sensitive receptors to substantial pollutant concentrations, or conflicts with adopted environmental plans and goals of the community where it is located. Sensitive receptors which include residential units and school facilities are located throughout the project area. Table 1, Project Construction Emissions, details the daily significance thresholds for each pollutant type. Short-term minor impacts associated with the construction phase may result in local nuisances associated with increased dust/particulate levels. This would be a temporary construction impact which would exist on a short-term basis during construction and would crease upon completion of construction. Adherence to standard dust control procedures would reduce potential construction-related air quality impacts to less than significant levels. Temporary construction related air quality impacts would include: Particulate (fugitive dust and PM,o) emissions from clearing and grading activities on-site; Off-site air pollutant emissions at the power plant(s) serving the site, while temporary power lines are needed to operate construction equipment and provide lighting; Exhaust emissions and potential odors from the construction equipment used on- site as well as the vehicles used to transport materials to and from the site; and • Exhaust emissions from the motor vehicles of the construction crew. Construction emissions ROG and NO,) are estimated for the following types of emissions: demolition; • site grading equipment exhaust and fugitive dust; • construction worker vehicle trips; asphalt paving; • stationary equipment; and mobile equipment High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 11 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) As the project involves roadway improvements, an estimate of emissions associated with construction equipment exhaust, fugitive dust, asphalt paving, and mobile equipment exhaust would be required in order to assess potential project impacts. Appendix A, Air Quality Data, details the assumptions and formulas used to estimate construction-related emissions. Due to the relatively limited scale of construction required for the water transmission lines and appurtenant facilities, construction related emissions are not anticipated to exceed threshold criteria for significant air quality impacts. As stated in Table 1, Project Construction Emissions, construction-related activities associated with project implementation would result in the emissions levels indicated However, the anticipated emission levels would not exceed AQMD thresholds. Therefore, project construction would not violate State or Federal air quality standards or contribute to existing air quality violation in the air basin as only minor amounts of earth movement is proposed. However, in order to assure that construction-related emissions are minimized, all vehicles and construction equipment would be required to be equipped with state-mandated emission control devises pursuant to state emission regulations and standard construction practices. Construction-related emissions would be further reduced with implementation of recommended mitigation measures (not required to reduce impacts below a level of significance). Therefore, project implementation would not violate any air quality standard or contribute substantially to an existing or projected air quality violation. Table 1, Project Construction Emissions ROG CO NOx PM10 PM2.5 Total Construction Emissions 5.23 21.04 33.23 2.52 2.31 Significance Thresholds 75.00 550.00 100.00 150.00 150.00 Significant? NO NO NO NO NO NOTES: 1. ROC = Reactive Organic Compounds; NOx = Nitrogen Oxides; CO = Carbon Monoxide; PM10 = Fine Particulate Matter(10 microns) 2. Refer to Appendix B, Air Quality Data, for detailed assumptions. 3. CO emissions estimates are based on the SCAQMD, CEQA Air Quality Handbook. Mitigation Measures: AQ-1 Project construction shall comply with SCAQMD Rule 403 to the satisfaction of the City which should significantly reduce fugitive dust amounts by up to 50 percent. Dust reducing measures shall include regular watering of graded surfaces, restriction of all construction vehicles and equipment to travel along established and regularly watered roadways, and requiring operations that tend to create dust be suspended during windy conditions. AQ-2: Project construction shall comply with SCAQMD Rule 402 to reduce potential nuisance due to odors from construction activities. Measures include the following: • The Building & Code Enforcement Manager may suspend grading activity when local winds exceed 15 miles per hour and during first and second High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 12 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) stage smog alerts. • All trucks hauling dirt, soil or other loose dirt material shall be covered. The following measures shall be implemented to reduce emissions from construction-related traffic congestion to the satisfaction of the City Engineer: • Configure construction parking to minimize construction traffic interference with roadway traffic; Minimize obstruction of through-traffic lanes; Provide a flag person as appropriate to guide traffic properly and to ensure safety at construction sites; • Develop a traffic management plan to minimize traffic flow interference from construction activities. Include advance public notice of routing and use of public transportation; and Schedule construction operations affecting traffic during off-peak hours, where feasible. GREENHOUSE GAS EMISSIONS Global warming poses a serious threat to the economic well-being, public health, natural resources, and the environment of California. The potential adverse impacts of global warming include the exacerbation of air quality problems, a reduction in the quality and supply of water to the state from the Sierra snowpack, a rise in sea levels resulting in the displacement of thousands of coastal businesses and residences, damage to marine ecosystems and the natural environment, and an increase in the incidences of infectious diseases, asthma, and other human health-related problems. The State Legislature has directed the California Air Resources Board to consult with the Public Utilities Commission in the development of carbon dioxide (CO2) emissions reduction measures, including limits on emissions of greenhouse gases applied to electricity and natural gas providers regulated by the Public Utilities Commission. The Legislature has also directed the California Air Resources Board to assure that such measures meet the statewide emissions limits for greenhouse gases to be established pursuant to Assembly Bill 32. Because the proposed project would create no operational greenhouse gas emissions, further analysis of GHG emissions is not required. C. Result in a cumulatively considerable net increase of any criteria pollutant for which the project region is non-attainment under an applicable federal or state ambient air quality standard (including releasing emissions which exceed quantitative thresholds for ozone precursors)? Less Than Significant Impact. Also, refer to Response a., above. d. Expose sensitive receptors to substantial pollutant concentrations? No Impact. Refer to Response a., above. e. Create objectionable odors affecting a substantial number of people? No Impact. High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 13 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) isu vN 5¢ Ti E C C A m C d N p N ma Npn arnE ayEe JNE z° 14.4 BIOLOGICAL RESOURCES. Would the project: a. Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or ❑ ❑ ❑ regulations, or by the California Department of Fish and Game or the USFWS? b. Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, ❑ ❑ ❑ policies, regulations or by the California Department of Fish and Game (DFG) or U.S. Fish and Wildlife Service? c. Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act (including, but ❑ ❑ ❑ not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? d. Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident ❑ ❑ ❑ or migratory wildlife corridors, or impede the use of native wildlife nursery sites? e. Conflict with any local policies or ordinances protecting biological ❑ ❑ ❑ resources, such as tree preservation policy/ordinance? f. Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved ❑ ❑ ❑ local, regional, or state habitat conservation plan? j0 N q CTC A W q ES A 15!E m »c$ E & w� a amE z° 14.5 CULTURAL RESOURCES. Would the project: a. Cause a substantial adverse change in the significance of a ❑ ❑ ❑ historical resource as defined in § 15064.5 of CEQA? b. Cause a substantial adverse change in the significance of an ❑ ❑ ❑ archaeological resource pursuant to§ 15064.5 of CEQA? c. Directly or indirectly destroy a unique paleontological resource or ❑ ❑ ❑ site or unique geologic feature? d. Disturb any human remains, including those interred outside of ❑ ❑ ❑ formal cemeteries? a. Cause a substantial adverse change in the significance of a historical resource as defined in § 15064.5 of CEQA? Potentially Significant Impact Unless Mitigated. The existing project area has been substantially disturbed by prior road improvements and trenching. According to the City of San Juan Capistrano General Plan Cultural Resources Element (Figure CR-2, Locations of Prehistoric and Historic Archeological Resources), the project High West Side Pipeline Project (CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 14 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) limits and adjoining areas area are not expressly designated as archaeological or historically sensitive areas. However, because the proposed project elements require trenching, the potential exists to encounter sub-surface cultural resources, not previously disturbed. Mitigation Measures: CR-1: Prior to issuance of any grading or building, the applicant will retain the services of a RPA (Register of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts on cultural resources including archeological, paleontological, and historic resources. Also, the applicant will provide an executed contract for services with a RPA-certified archeologist including a scope-of-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report. If historic and/or cultural resources are encountered during grading and/or building activities, the monitoring RPA archeologist may cease any grading and/or building construction activities, subject to confirmation by the City's Environmental Administrator (EA), to allow for preliminary assessment, evaluation of any cultural resources, and/or recovery. The archeological monitor or Environmental Administrator (EA) may allow grading activity to proceed at other locations on the project site which would not interfere with the assessment of uncovered cultural resources. Prior to occupancy permit issuance, the project will submit a technical memorandum or cultural resources report which details archeological monitoring efforts, findings, analysis, and conclusions consistent with City Council Policy #601 and subject to review and approval of the Planning Director. b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5 of CEQA? No Impact. Refer to Response to a. above. C. Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? No Impact. The City's General Plan does not address paleontological resources. Paleontological sites are abundant in southern Orange County, especially along the coast and in creek areas. Due to the project site's location and the extensive disturbance which has occurred on the property, there is no potential for sub-surface resources. d. Disturb any human remains, including those interred outside of formal cemeteries? No Impact. There are no known grave sites within the project limits. Therefore, the disturbance of human remains is not anticipated. However, in the unlikely event that human remains are encountered, State Health and Safety Code Section 7050.5 applies and states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 15 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) m q g� m u Z -2!E t d m e y E a° m yE a'CLDn� SHm E z 14.6 GEOLOGY AND SOILS. Would the project: a. Expose people or structures to potential substantial adverse effects, including the risk of loss, injury, or death involving (i.) rupture of a known earthquake fault, as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the ❑ ❑ ❑ State Geologist, or based on other substantial evidence of a known fault (Refer to DM&G Pub. 42)?; or, (ii) strong seismic ground shaking?; or, (iii) seismic-related ground failure, including liquefaction?; or, (iv) landslides? b. Result in substantial soil erosion or the loss of topsoil? ❑ ❑ ❑ c. Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in ❑ ❑ ❑ on-site or off-site landslide, lateral spreading, subsidence, liquefaction or collapse? d. Be located on expansive soil, as defined in Table 18- 1-B of the ❑ ❑ ❑ 1994 UBC, creating substantial risks to life or property? e. Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers ❑ ❑ ❑ are not available for the disposal of waste water? q W q C Tt N A a�S VE Si q E b & 9a'2 10o am — z 14.7 HAZARDS AND HAZARDOUS MATERIALS. Would the project: a. Create a significant hazard to the public or the environment through ❑ ❑ ❑ ED the routine transport, use, or disposal of hazardous materials? b. Create a significant hazard to the public or the environment through reasonably foreseeable conditions involving the release of ❑ ❑ ❑ hazardous materials into the environment? c. Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile ❑ ❑ ❑ of an existing or proposed school? d. Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section ❑ ❑ ❑ 65962.5 and, as a result, would it create a significant hazard to the public or the environment? ra or a project located within an airport land use plan or, where such plan has not been adopted, within two miles of a public airport or El El E]ublic use airport, would the project result in safety hazard for eople residing or working in the project area? High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 16 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) 3 _A Ag 7i e e u n c E c yEH� SHE z f. For a project within the vicinity of a private airstrip, would the project result in a safety hazard for people residing or working in ❑ ❑ ❑ IR the project area? g. Impair implementation of or physically interfere with an adopted ❑ ❑ ❑ emergency response plan or emergency evacuation plan? h. Expose people or structures to a significant risk of loss, injury or death involving wildland fires, including where wildlands are El El 1:1adjacent to urbanized areas or where residences are intermixed with wildlands? a. q q A= W g W ES rn m • w a°mE avis �'mE z' 14.8 HYDROLOGY AND WATER QUALITY. Would the project: a. Violate any water quality standards or waste discharge ❑ ® ❑ ❑ requirements? b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level ❑ ❑ ❑ (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? c. Substantially alter the existing drainage pattern of the site or area including through the alteration of the course of a stream or river, in ❑ ❑ ❑ a manner which would result in substantial erosion or siltation on- or off-site? d. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or ❑ ❑ ❑ substantially increase the rate or amount of surface runoff in a manner which would result in flooding on or off site? e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide ❑ ❑ ❑ substantial additional sources of polluted runoff? f. Otherwise substantially degrade water quality? ❑ ❑ ❑ g. Place housing within a 100-year flood hazard area as mapped on a Federal Flood Hazard Boundary or Flood Insurance Rate map or ❑ ❑ ❑ other flood hazard delineation map? h. Place within a 100-year flood hazard area structures which would ❑ ❑ ❑ impede or redirect flood flows? i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure ❑ ❑ ❑ of a levee or dam? High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 17 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) q m z. t W m cm ScT $ c_Yi c._ w E m e E mem w c y m w aviE a°v�m� 3inE z j. Inundation by seiche, tsunami, or mudflow? ❑ ❑ ❑ k. Result in an increase in pollutant discharges to receiving waters considering water quality parameters such as temperature, dissolved oxygen, turbidity and other typical stormwater pollutants ❑ ❑ ❑ (e.g. heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen-demanding substances, and trash)? I. Result in significant alternation of receiving water quality during or ❑ ❑ ❑ following construction? m. Could the proposed project result in increased erosion downstream? ❑ ❑ ❑ n. Result in increased impervious surfaces and associated increased runoff? ❑ ❑ ❑ o. Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? ❑ ❑ ❑ p. Tributary to an already impaired water body, as listed on the Clean Water Act Section 303(d) list? If so, can it result in an increase in ❑ ❑ ❑ any pollutant for which the water body is already impaired? q. Tributary to other environmentally sensitive areas? If so, can it ❑ ❑ ❑ exacerbate already existing sensitive conditions? r. Have a potentially significant environmental impact on surface ❑ ❑ ❑ water quality to either marine, fresh, or wetland waters? s. Have a potentially significant adverse impact on groundwater ❑ ❑ ❑ quality? I. Cause or contribute to an exceedance of applicable surface or groundwater receiving water quality objectives or degradation of ❑ ❑ ❑ beneficial uses? u. Impact aquatic, wetland, or riparian habitat? ❑ ❑ ❑ v. Potentially impact stormwater runoff from construction or post ❑ ❑ ❑ construction? w. Result in a potential for discharge of stormwater pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, ❑ ❑ ❑ hazardous materials handling or storage, delivery areas, loading docks or other outdoor work areas? x. Result in the potential for discharge of stormwater to affect the ❑ ❑ ❑ beneficial uses of the receiving waters? High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 18 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) j0 Rq g 2 q g N m Yc m �c c m »c $ E m E rn • ° E 6N- 141 JN. 2 y. Create the potential for significant changes in the flow velocity or ❑ El ❑ volume of stormwater runoff to cause environmental harm? z. Create significant increases in erosion of the project site or ❑ El ❑ surrounding areas? a. Violate any water quality standards or waste discharge requirements? Potentially Significant Impact Unless Mitigated. Proposed construction will require excavation and stockpiling of excavated soil. Such soil could be subject to both wind and water erosion. Compliance with the statewide National Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharges Associated with Construction Activity would prevent stormwater pollution from impacting waters of the U.S. in the vicinity of the project site. Implementation of the mitigation measures identified below would reduce potential water quality impacts to less than significant levels. Mitigation Measures: WQ-1 The City shall require that preparation and implementation of a Stormwater Pollution Prevention Plan (SWPPP) which emphasizes structural and non- structural Best Management Practices (BMPs) in compliance with NPDES Program requirements, is included in the project's bid specifications. Specific measures shall include, but not be limited to: • Siltation of drainage devices shall be handled through a maintenance program to remove silt/dirt from channels and street gutters. • Surplus or waste material from construction shall not be placed in drainage ways or within the 100-year floodplain of surface waters. • Loose piles of soil, silt, clay, sand, debris, or other earthen materials shall be protected in an effective manner which eliminates any discharge to surface waters. b. Substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production rate of pre-existing nearby wells would drop to a level which would not support existing land uses or planned uses for which permits have been granted)? No Impact. The project proposes the construction of a waterlines within existing public and private right-of-ways and therefore will not impact groundwater resources. C. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of stream or river, in a manner which would result in substantial erosion or siltation on- or off-site? No Impact. Refer to Response b. d. Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the rate or amount High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project (CIP 755) page 19 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) of surface runoff in a manner which would result in flooding on- or off-site? No Impact. Refer to Response b. e. Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? No Impact. Refer to Response b. f. Otherwise substantially degrade water quality? No Impact. Discharge from the proposed project through stormwater facilities would consist of non-point sources. Refer to Response b. g. Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard Boundary or Flood Insurance Rate Map or other flood hazard delineation map? No Impact. The proposed project area is not located within a 100-year flood hazard area. Therefore, no flood related impacts would occur. h. Place within a 100-year flood hazard area structures which would impede or redirect flood flows? No Impact. The project site is not located within a 100-year flood hazard area. Refer to Response 4.8c and Response 4.8d, above. i. Expose people or structures to a significant risk of loss, injury or death involving flooding, including flooding as a result of the failure of a levee or dam? No Impact. As previously stated, the project does not propose any new housing or building structures within the 100-year flood plain. j. Inundation by seiche, tsunami, or mudflow? No Impact. There are no anticipated impacts to the proposed project from seiche, tsunami or mudflow, as no topographical features or water bodies capable of producing such events occur within the project site vicinity. k. Result in an increase in pollutant discharges to receiving waters? Consider water quality parameters such as temperature, dissolved oxygen, turbidity and other typical stormwater pollutants (e.g. heavy metals, pathogens, petroleum derivatives, synthetic organics, sediment, nutrients, oxygen-demanding substances, and trash)? No Impact. I. Result in significant alternation of receiving water quality during or following construction? No Impact. During constriction, erosion control will be provided to protect water quality. M. Could the proposed project result in increased erosion downstream? No Impact. Given the project's characteristics, the increase in impervious surface within the project limits will not be significant and therefore, will no impact water runoff. n. Result in increased impervious surfaces and associated increased runoff? No Impact. See Response m., above. o. Create a significant adverse environmental impact to drainage patterns due to changes in runoff flow rates or volumes? No Impact. The project does not include mass site High West Side Pipeline Project (CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 20 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) grading or substantial changes in project site drainage that would alter drainage patterns or runoff rates or volumes. A Tributary to an already impaired water body, as listed on the Clean Water Act Section 303(d) list? If so, can it result in an increase in any pollutant for which the water body is already impaired? No Impact. The project site does not adjoin or discharge directly into a Federally-listed water body. q. Tributary to other environmentally sensitive areas? If so, can it exacerbate already existing sensitive conditions? No Impact. See Response to p., above. r. Have a potentially significant environmental impact on surface water quality to either marine, fresh, or wetland waters? No Impact. The project would not discharge directly into surface waters. S. Have a potentially significant adverse impact on groundwater quality? No Impact. The project site does not involve excavation, drilling, or cuts that could intercept or affect groundwater, and does not involve sub-surface fuel tanks or similar features that could affect groundwater. t. Cause or contribute to an exceedance of applicable surface or groundwater receiving water quality objectives or degradation of beneficial uses? No Impact. The proposed project will not result in any violation of applicable water quality standards established by the Clean Water Act and implemented by the San Diego Regional Water Quality Control Board (RWQCB) through the regional National Pollution Discharge Elimination System (NPDES) permit. U. Impact aquatic, wetland, or riparian habitat? No Impact. See Response to b., above. V. Potentially impact stormwater runoff from construction or post construction? No Impact. W. Result in a potential for discharge of stormwater pollutants from areas of material storage, vehicle or equipment fueling, vehicle or equipment maintenance (including washing), waste handling, hazardous materials handling or storage, delivery areas, loading docks or other outdoor work areas? No Impact. See Response to b., above. X. Result in the potential for discharge of stormwater to affect the beneficial uses of the receiving waters? No Impact. See Response to b., above. Y_ Create the potential for significant changes in the flow velocity or volume of stormwater runoff to cause environmental harm? No Impact. The project will neither increase the volume nor the velocity of stormwater flows, nor indirectly contribute to such impacts as a result of project implementation. Z. Create significant increases in erosion of the project site or surrounding areas? No Impact. See Response to Section 14.3.b. High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 21 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) g c$ y c m c E a0v0iE a°HE JinE z° 14.9 LAND USE AND PLANNING. Would the project: a. Physically divide an established community? ❑ ❑ El b. Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction over the project (including, but not limited to the General Plan, specific plan, local coastal program, or ❑ ❑ ❑ zoning ordinance) adopted for the purpose of avoiding or mitigating an environmental effect? c. Conflict with any applicable habitat conservation plan or natural ❑ ❑ ❑ community conservation plan? Z. 18 T'6 C f q C A E e W c c 0 w� I m E am� me a. c iiiE a'ri�� �wE z 14.10 MINERAL RESOURCES. Would the project: a. Result in the loss of availability of a known mineral resource that ❑ ❑ ❑ ED would be of value to the region and the residents of the state? b. Result in the loss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific ❑ ❑ ❑ 23 plan or other land use plan? rC TCN CC U. 7 A q a�C A g W —cWw VE Yi 5 arc o. a� cu Ncy a°wE a°u'i� 'OLP 7; i 14.11 NOISE. Would the project: a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, ❑ ® ❑ ❑ or applicable standards of other agencies? b. Exposure of persons to or generation of excessive groundborne ❑ ❑ ® ❑ vibration or groundborne noise levels? c. A substantial permanent increase in ambient noise levels in the ❑ ❑ ❑ project vicinity above levels existing without the project? d. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the ❑ ❑ ® ❑ project? e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or ❑ ❑ ❑ public use airport, would the project expose people residing or working in the project area to excessive noise levels? High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 22 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) TC TC� CC y A8 Age wg ii a w 5¢u E cc Ti c� w w wE a°H§ 3HE Z f. For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to ❑ ❑ ❑ excessive noise levels? a. Exposure of persons to or generation of noise levels in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Potentially Significant Impact Unless Mitigated. The proposed project would create a short-term construction noise impacts. Noise generated by construction equipment, including trucks, backhoes and other equipment, may temporarily impact nearby sensitive receptors. Construction noise is estimated to be approximately 92 dBA at 50 feet from the source. Pursuant to the City's Noise Ordinance standards, construction activities would be limited to daytime hours for the duration of construction. Also, all vehicles and equipment will use available noise suppression devices and be equipped with mufflers during construction activities. Due to the restricted hours, equipment restrictions, and relatively short period of construction, noise resulting from construction and demolition related activities is not considered a significant impact. Mitigation Measures: N-1: Noise sources associated with construction, repairs, remodeling, or the grading of any real property, shall be exempt from the provisions of the City's noise code if conducted from 7:00 a.m. to 6:00 p.m. on Monday through Friday, or from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited at any time on Sunday or a Federal holiday. N-2: Equipment will use available noise suppression devices and properly maintained mufflers. Construction noise will be reduced by using quiet or "new technology', equipment, particularly the quieting of exhaust noises by use of improved mufflers where feasible. All internal combustion engines used within the project limits will be equipped with the type of muffler recommended by the vehicle manufacturer, and will be maintained in good mechanical condition. N-3: During all site preparation and grading, contractors shall minimize the staging of construction equipment and unnecessary idling of equipment in the vicinity of residential land uses. N-4: The equipment staging area will be situated so as to provide the greatest distance separation between construction-related noise sources and noise- sensitive receptors nearest the project site during all grading and construction. N-5: Notification will be given to area property owners of planned utility construction through the posting of signs along the planned construction zones at least thirty (30) days prior to commencement of demolition activity. The signage will include a summary description of the project, the duration of the work, and encourage High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project (CIP 755) page 23 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) use of alternative routes. b. Exposure of persons to or generation of excessive groundborne vibration or groundborne noise levels? Less Than Significant Impact. The anticipated construction activity is not anticipated to generate excessive groundborne vibrations or noise levels. Due to the temporary nature of construction activities, impacts are considered to be less than significant. c. A substantial permanent increase in ambient noise levels in the project vicinity above levels existing without the project? No Impact. Due to the nature and scope of the proposed project a permanent increase in the ambient noise level in the project vicinity would not occur. d. A substantial temporary or periodic increase in ambient noise levels in the project vicinity above levels existing without the project? Less Than Significant Impact. As noted above, the implementation of the proposed project may result in short-term increased noise levels within the project vicinity due to construction. However, such activity would be required to comply with the City's Title 9, Land Use Code noise regulations. e. For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The proposed project is not located within two miles of a public airport or public use airport. 0 For a project within the vicinity of a private airstrip, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The proposed project site is not located within the vicinity of a private airstrip. C N q W W W 5 E San °J `rnm » a a°HE E z° 14.12 POPULATION& HOUSING. Would the project: a. Induce substantial population growth in an area, either directly (for example, by proposing new homes and businesses or indirectly (for ❑ ❑ ❑ example, through extension of roads or other infrastructure)? b. Displace substantial numbers of existing housing, necessitating the ❑ ❑ ❑ construction of replacement housing elsewhere? c. Displace substantial numbers of people, necessitating the ❑ ❑ ❑ construction of replacement housing elsewhere? j0 C W W� l0 A q .!E c E m m- a �inE i High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 24 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) q f m JE gE a� J 14.13 PUBLIC SERVICES. Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: Fire Protection? ❑ ❑ ❑ Police Protection? ❑ ❑ ❑ Schools? ❑ ❑ ❑ Parks? ❑ ❑ ❑ Other public facilities? ❑ ❑ ❑ 21 rW W W H c a y HOE �c� E m m'02'E a°m_ a°mom JN- Z 14.14 RECREATION. Would the project: a. Would the project increase the use of existing neighborhood and regional parks or other recreational facilities, such that substantial ❑ ❑ ❑ physical deterioration of the facility would occur or be accelerated? b. Does the project include recreational facilities or require the construction or expansion of recreational facilities, which might ❑ ❑ ❑ have an adverse physical effect on the environment? r C r C J C C Lq' 5c E C C A C C N w C Sa°v�iE �a°v�i� �wE z 14.15 TRANSPORTATIONITRAFFIC. Would the project: a. Cause an increase in traffic which is substantial in relation to the existing traffic load and capacity of the street system (i.e., result in ❑ El Ela substantial increase in either the number of vehicle trips, the volume to capacity ratio on roads, or congestion at intersections)? b. Exceed, either individually or cumulatively, a level of service standard established by the county congestion/management ❑ ❑ ❑ agency for designated roads or highways? High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 25 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) Tt W q Ag Ag g G Vi c$ E c d a°W.9 kin M, JOIE i c. Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in ❑ ❑ ❑ substantial safety risks? d. Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm ❑ ❑ ❑ equipment)? e. Result in inadequate emergency access? ❑ ❑ ❑ f. Result in inadequate parking capacity? ❑ ❑ ❑ g. Conflict with adopted policies, plans, or programs supporting ❑ ❑ ❑ alternative transportation (e.g., bus turnouts, bicycle racks)? ry c A cm'eW'e W E ma m Wwa awE avl� 3E i 14.16 UTILITIES AND SERVICE SYSTEMS. Would the project: a. Exceed wastewater treatment requirements of the applicable ❑ ❑ ❑ Regional Water Quality Control Board? b. Require or result in the construction of new water or wastewater treatment facilities or expansion of existing facilities, the ❑ ❑ ❑ construction of which could cause significant environmental effects? c. Require or result in the construction of new storm water drainage facilities or expansion of existing facilities, the construction of which ❑ ❑ ❑ could cause significant environmental effects? --a—Have sufficient water supplies available to serve the project from existing entitlements and resources, or are new or expanded ❑ ❑ ❑ entitlements needed? e. Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity ❑ ❑ ❑ to serve the project's projected demand in addition to the provider's existing commitments? -T—Be served by a landfill with sufficient permitted capacity to ❑ ❑ ❑ accommodate the project's solid waste disposal needs? g. Comply with federal, state, and local statutes and regulations ❑ ❑ ❑ related to solid waste? N W u W u c u a c A c d -.!E 1 E E ola ac yrna. c°NE sa°w� �aE z High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 26 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) cK� �Ky T3Z� 1 m e c m c m f e y E aviESHE z° 14.17 MANDATORY FINDINGS OF SIGNIFICANCE. Would the project: a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to decrease below self- sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal, or eliminate important examples of major periods of California history or prehistory? b. Does the project have the potential to achieve short-term, to the ❑ ❑ El disadvantage of long-term, environmental goals? c. Does the project have impacts which are individually limited, but cumulatively considerable ("Cumulatively considerable" means the project's incremental effects are considerable when compared to the past, present, and future effects of other projects)? d. Does the project have environmental effects which will have ❑ ❑ 0 substantial adverse effects on human beings, directly or indirectly? a. Does the project have the potential to degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? Less Than Significant Impact. With implementation of the recommended mitigation measures, the proposed project would not eliminate important examples of the major periods of California history or prehistory, and potential impacts would be less than significant. b. Does the project have the potential to achieve short-term, to the disadvantage of long- term, environmental goals? No Impact. The project does not achieve short-term goals to the disadvantage of long-terms goals. C. Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? Less Than Significant Impact. Due to the relatively limited scope of the proposed project, which includes installation of pipelines and appurtenant facilities within or adjoining existing right-of-way, the project would not result in significant cumulative impacts. Anticipated environmental effects, when they would occur, are largely isolated to the project area, and have been determined to be less than significant with mitigation. High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 27 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) d. Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? No Impact. Due to the nature and relatively limited scope of the proposed project, project implementation would not have environmental effects which would cause substantial adverse effects on human beings. Construction-related activities are anticipated to have several minor, temporary impacts. However, such impacts (e.g. air quality, water quality, noise, etc.) would be reduced to less than significant levels through implementation of required mitigation measures and adherence to local and County ordinance requirements. 16. DETERMINATION. (To be completed by lead agency) Based on this initial evaluation: [ ] I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. [✓] I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described herein have been included in this project. A MITIGATED NEGATIVE DECLARATION will be prepared. [] I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. 17. CALIFORNIA DEPARTMENT OF FISH & GAME (DFG) FEE DETERMINATION (Section 711.4(d) of the California Fish & Game Code ) [✓] It is hereby found that this project involves no potential for any adverse effect, either individually or cumulatively, on wildlife resources and that a "Certificate of Fee Exemption" shall be prepared for this project. [ ] It is hereby found that this project could potentially impact wildlife, individually or cumulatively, and therefore fees shall be paid to the County Clerk in accordance with Section 711.4(d) of the Fish and Game Code. 18. ENVIRONMENTAL ADMINISTRATOR DETERMINATION (Section 9-2.201 of SJC Municipal Code): The initial study for this project has been reviewed and the environmental determination, contained in Section V. preceding, is hereby approved: William Ramsey, AICP, Principal Planner Environmental Administrator A. Preliminary Plans and Profiles of Proposed Work B. Air Quality Data High West Side Pipeline Project(CIP 793) Initial Study Recycled Water Pipelines Project(CIP 755) page 28 of 28 Recycled Water Pressure Reducing Valve Project(CIP 789) RESOLUTION NO. 08-03-04-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING A MITIGATED NEGATIVE DECLARATION FOR THE HIGH WEST SIDE PIPELINE PROJECT (CIP 793), RECYCLED PIPELINES PROJECT(CIP 755),AND THE RECYCLED WATER PRESSURE REDUCING VALVE PROJECT (CIP 785) WHEREAS, the Public Works Department has prepared plans for the High West Side Pipeline (CIP 793), Recycled Pipelines (CIP 755), and Recycled Water Pressure Reducing Valve Projects (CIP 785) and such installation is consistent with the recommended water facilities improvements contained in the City Council-adopted Domestic Water Master Plan (DWMP) and Recycled Water Master Plan (RWMP); and, WHEREAS, the proposed projects have been processed pursuant to Section 9- 2.337, Public Improvement Plans and Outside Agency Development Review of the Land Use Code; and, WHEREAS, the City of San Juan Capistrano Environmental Administrator has reviewed the initial study prepared pursuant to Section 15063 and 15064 of the CEQA Guidelines; has determined that the project qualifies for issuance of a Mitigated Negative Declaration (MND), has issued a Negative Declaration pursuant to Section 15070 of those guidelines; and has caused a Notice of Negative Declaration to be posted pursuant to Section 15072 of those guidelines. The City has otherwise complied with all applicable provisions of the California Environmental Quality Act (1970) and all recommended mitigation measures have been incorporated herein; and, WHEREAS, Draft Mitigated Negative Declaration for the City of San Juan Capistrano High West Side Pipeline (CIP 793), Recycled Pipelines (CIP 755), and Recycled Water Pressure Reducing Valve Project(CIP 785)was made available for public review and comment pursuant to the CEQA Guidelines (Section 15073)for a period of 20 days, commencing on January 17, 2008, and ending on February 5, 2008; and during this review period, the City received no comment letters from agencies. NOW, THEREFORE, BE IT RESOLVED that the City Council hereby makes the following findings based on substantial evidence in the record with respect to compliance with the provisions of the California Environmental Quality Act: Section 1. Pursuant to California Environmental Quality Act(CEQA) Guidelines (Section 15074), the Initial Study/Mitigated Negative Declaration (IS/MND) considers all potentially significant environmental effects of the proposed project and is complete and fully complies with all requirements of CEQA and the Guidelines; and, Section 2. The project could result in potentially significant air quality impacts as a result of construction-related emissions. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: AQ-1 Project construction shall comply with SCAQMD Rule 403 to the satisfaction of the City which should significantly reduce fugitive dust amounts by up to 50 percent. Dust reducing measures shall include regular watering of graded surfaces, restriction of all construction vehicles and equipment to travel along established and regularly watered roadways, and requiring operations that tend to create dust be suspended during windy conditions. AQ-2 Project construction shall comply with SCAQMD Rule 402 to reduce potential nuisance due to odors from construction activities. Measures include the following: • The Building & Code Enforcement Manager may suspend grading activity when local winds exceed 15 miles per hour and during first and second stage smog alerts. • All trucks hauling dirt, soil or other loose dirt material shall be covered. The following measures shall be implemented to reduce emissions from construction-related traffic congestion to the satisfaction of the City Engineer: • Configure construction parking to minimize construction traffic interference with roadway traffic; • Minimize obstruction of through-traffic lanes; • Provide a flag person as appropriate to guide traffic properly and to ensure safety at construction sites; • Develop a traffic management plan to minimize traffic flow interference from construction activities. Include advance public notice of routing and use of public transportation; and • Schedule construction operations affecting traffic during off-peak hours, where feasible. Section 3. The project could result in potentially significant cultural resources impacts as a result of construction related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: CR-1 Prior to issuance of any grading or building, the applicant will retain the services of a RPA (Register of Professional Archeologists)-certified archeologist who will monitor all grading and excavation for potential impacts on cultural resources including archeological, paleontological, and historic Page 2 of 5 03-04-2008 resources. Also, the applicant will provide an executed contract for services with a RPA-certified archeologist including a scope-of-work which provides for comprehensive monitoring; a contingency for assessment, recovery, and/or evaluation; and the preparation of a technical memoranda or report. If historic and/or cultural resources are encountered during grading and/or building activities, the monitoring RPA archeologist may cease any grading and/or building construction activities, subject to confirmation by the City's Environmental Administrator (EA), to allow for preliminary assessment, evaluation of any cultural resources, and/or recovery. The archeological monitor or Environmental Administrator (EA) may allow grading activity to proceed at other locations on the project site which would not interfere with the assessment of uncovered cultural resources. Prior to occupancy permit issuance, the project will submit a technical memorandum or cultural resources report which details archeological monitoring efforts, findings, analysis, and conclusions consistent with City Council Policy #601 and subject to review and approval of the Planning Director. Section 4. The project could result in potentially significant water quality impacts as a result of construction-related activities. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: WQ-1 The City shall require that preparation and implementation of a Storm Water Pollution Prevention Plan (SWPPP) which emphasizes structural and non- structural Best Management Practices (BMPs) in compliance with NPDES Program requirements, is included in the project's bid specifications. Specific measures shall include, but not be limited to: • Siltation of drainage devices shall be handled through a maintenance program to remove silt/dirt from channels and street gutters. • Surplus or waste material from construction shall not be placed in drainage ways or within the 100-year floodplain of surface waters. • Loose piles of soil, silt, clay, sand, debris, or other earthen materials shall be protected in an effective manner which eliminates any discharge to surface waters. Section 5. The project could result in potentially significant short-term construction noise impacts. However, the following proposed mitigation measures will reduce such impacts to a level of insignificance: Page 3 of 5 03-04-2008 N-1: Noise sources associated with construction, repairs, remodeling, or the grading of any real property, shall be exempt from the provisions of the City's noise code if conducted from 7:00 a.m. to 6:00 p.m. on Monday through Friday, or from 8:30 a.m. to 4:30 p.m. on Saturday. Construction is prohibited at any time on Sunday or a Federal holiday. N-2: Equipment will use available noise suppression devices and properly maintained mufflers. Construction noise will be reduced by using quiet or "new technology" equipment, particularly the quieting of exhaust noises by use of improved mufflers where feasible. All internal combustion engines used within the project limits will be equipped with the type of muffler recommended by the vehicle manufacturer, and will be maintained in good mechanical condition. . N-3: During all site preparation and grading,contractors shall minimize the staging of construction equipment and unnecessary idling of equipment in the vicinity of residential land uses. N-4: The equipment staging area will be situated so as to provide the greatest distance separation between construction-related noise sources and noise- sensitive receptors nearest the project site during all grading and construction. N-5: Notification will be given to area property owners of planned utility construction through the posting of signs along the planned construction zones at least thirty(30) days prior to commencement of demolition activity. The signage will include a summary description of the project,the duration of the work, and encourage use of alternative routes. NOW,THEREFORE, BE IT FURTHER RESOLVED, that the City Council of the City of San Juan Capistrano does hereby make the following findings with respect to General Plan consistency: Section 1. The proposed project is consistent with the policies and objectives of the General Plan, specifically, the Public Services & Utilities Element because the proposed waterline replacement will ensure that the City maintains the ability to provide the required high- quality and dependable water service to the community. Section 2. The proposed project is consistent with the City Council adopted Domestic Water Master Plan (DWMP)and Recycled Water Master Plan (RWMP)which identifies the replacement Page 4 of 5 03-04-2008 of the existing waterlines and facilities (Project)to provide necessary higher levels of water service to existing and proposed developments located in the surrounding area. NOW, THEREFORE, BE IT FURTHER RESOLVED,that the City Council of the City of San Juan Capistrano does hereby approve a Mitigated Negative Declaration subject to. the mitigation measures contained herein. PASSED, APPROVED AND ADOPTED this 4t day of M rc 8, � a A JOE S&O, MAYOR i i ATTEST: j MARGARET AHA , , ITY CLERK u STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN,appointed City Clerk of the City of San Juan Capistrano,do hereby certify that the foregoing Resolution No. 08-03-04-01 was duly adopted by the City Council of the City of San Juan Capistrano at a Regular meeting thereof, held the 4 h day of March 2008, by the following vote: AYES: C U CIL MEMBERS: Allevato, Nielsen, Hribar, Uso and Mayor Soto NOES: !� CIL MEMBER: None ABSENT/. ` UNCIL MEMBER: None MARG R ONA i CI Page 5 of 5 03-04-2008 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i% SAM ALLEVATO (949)493-1171 p[uIPOARuO THOMAS W.HRIBAR (949)493-1053 FAX ISTHRISN10 )96( MARK NIELSEN www.sanjuancapistrano.org 1776 JOE SOTO • • DR LONDRES USO March 6, 2008 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On March 4, 2008, the City Council of San Juan Capistrano met regarding: "Consideration of Award of Construction Contract for the High West Side Pipeline (CIP 793), Recycled Waterlines (CIP 755) and Recycled Water Pressure Reducing Station (CIP 785) Projects (J. De Sigio Construction, Inc) City Council Priority No. 2313" Item No. D5. The following action was taken at the meeting: Receipt of all bids acknowledged and contract for the High West Side Pipeline (CIP No. 793), Recycled Water Pipeline (CIP No. 755), Recycled Water Pressure Reducing Station (CIP No. 785) awarded to the lowest responsible bidder J. De Sigio Construction, Inc., in the amount of $2,512,228.00; Resolution No. 08-03-04-01 adopted approving the Mitigated Negative Declaration for these projects; transferring $1,851,159.00 from Water Capital Account to the High West Side Pipeline Project (CIP No. 793), approved; and City Manager authorized to approve necessary changes to the Construction Contract within the project budget. If you have any questions regarding this action, please contact Joe Mankawich, Associate Engineer at (949) 487-4313 for more detailed information. Thank you, Meg Monahan, MMC City Clerk Cc: J. De Sigio Construction, Inc; Rangel Development Group; Southern Cal Pipeline Construction; Pacific States Engineering; West Valley Construction; Garcia Juarez Construction, Inc; Cedro Construction, Inc; PALP/Excel Paving; Herman Weissker, Inc; BRH-Garver West, Inc; Cindy Russell, Interim Director of Public Works; Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future ^� Printed on 100%recycled paper 12/1812007 AGENDA REPORT D13 TO: Dave Adams, City Manager'` FROM: Cindy Russell, Interim Public Works Director SUBJECT: Consideration of Waiver of Formal Bidding Procedures for Purchase of Equipment and Authorize the City Manager to Advertise for and Receive Bids for Construction - High West Side Pipeline Project (CIP 793) and the Recycled Water Pipelines Project (CIP 755) RECOMMENDATION By motion, 1. Approve a one time waiver of City's purchasing procedures, pursuant to Section 3- 4.305 of the City's Municipal Code, authorize the City Manager to receive informal bids, and to enter into a contract to purchase water valves and associated equipment; and, 2. Authorize the City Manager to approve the substantially completed waterline plans and specifications, and advertise for and receive bids for construction. SITUATION Summary and Recommendation Plans and specifications for the Rehabilitation of Del Obispo Street and Junipero Serra Road Capital Improvement Projects (CIP 408 and 415) have been prepared and will be presented for City Council authorization at the December 18, 2007 City Council meeting. These road projects have received federal grant funding and must stay on schedule to avoid losing this funding. A coordinated effort is being made between these overlay projects and waterline installations, the High West Side Pipeline Project(CIP 793) and the Recycled Water Pipelines Project (CIP 755), to ensure timely delivery of the projects, minimize disruption to the public, reduce unnecessary digging in the streets, and realize potential savings to the City. In order to keep the waterline portion of the projects on the same timeline with the road projects, staff is requesting that the City Council waive certain purchasing procedures for the acquisition of equipment, approval of plans and specifications and authorization to bid for the waterline portion of the project. Background Overlay Projects and Federal Funding In 2005, the City of San Juan Capistrano was successful in obtaining Arterial Highway Agenda Report December 18, 2007 Page 2 Rehabilitation Program (AHRP)funding for the rehabilitation of Del Obispo Street(CIP 408) and Junipero Serra Road (CIP 415). Total funding received for the overlay projects is $1,152,289.68. The federal funding, however, has time limitations and the City needs to respect the following timetable, otherwise the loss of grant monies could occur. a. Overlay projects to be awarded by the City Council no later than March 2008. b. Construction to be completed no later than September 2008. The City is on target to meet the above deadlines and safeguard the grant monies, provided that the federal requirements for project delivery, the traditional design, bid, and award procedures are followed for the overlay projects. Waterline Projects and Timely Project Delivery On October 2, 2007, City Council awarded the design contract to PSOMAS for the High West Side Pipeline Project(CIP 793) and the Recycled Water Pipelines Project(CIP 755). PSOMAS has been made aware of the time constraints that federal funding for the paving has put on these projects. Staff has recently received fifty percent design drawings for these projects. Seventy-five percent design is expected by early January. Plans and Specifications should be ready for bidding by the end of February. Design is progressing efficiently to insure compliance with the federal funding timetable on the road projects; however, staff has considered other factors that may negatively impact the schedule to such an extent that the federal delivery dates may be at risk: a. The required large size of the pipelines means that the valves and fittings that will be specified are not normally stocked items. The City's standards also require that all cast fittings and valves be coated with a polymer to protect against the effects of the region's corrosive soils. These after market coatings may further delay delivery. Over the past year, the lead time for delivery of these types of materials has run from 6 to 10 weeks. Staff believes that if these delays occur, the federal funding could be jeopardized. A solution would be to preorder the fittings to insure their delivery prior to the start of construction on the project. A separate material supply agreement would be required. b. The City's regular process of project approval requires City Council approval of the project construction documents and authorization to bid. The additional time required to take the plans and specifications to City Council after completion of design, will impact the project schedule by approximately one month. By authorizing the City Manager to receive bids based on substantially completed waterline plans and specifications, the award of the construction contract can be brought before City Council in March instead of April, thereby allowing an additional month for construction prior to the federal funding deadline. Agenda Report December 18, 2007 Page 3 City Manager Authority to Enter into Agreement and Advertise Projects The waterlines need to be in place before the overlay contractor begins street paving.The standard bidding process will jeopardize project coordination efforts. By allowing the City Manager to approve the acquisition of valves and other equipment and authorize the advertising of the waterline project construction, the coordinated effort will be successful. The following steps will be required for the coordinated project delivery effort: a. Waiver of City's formal bidding procedures for purchases of supplies and equipment pursuant to Section 3-4.305(g)(1) of the Municipal Code. The valve and fittings are considered supplies and equipment. The City's Municipal Code requires formal bidding of all supplies and equipment in excess of $10,000. However, Section 3-4.305(g)(4) authorizes the City Council to exempt from formal bidding the acquisition of supplies and equipment when the City Manager has presented evidence to the Council showing that adherence to a bid procedure would not produce the most economically-feasible result.. Due to the very tight construction window required by the federal grant requirements, the waiver of the formal bid process to insure delivery of materials prior to award of the construction contract would assure that the City retains its grant funding resulting in a more cost-effective project to the City. Additionally, in order to assure competitiveness, City staff will solicit three informal bids from pre- approved reputable vendors. This action step is needed in January 2008. b. Authorize to the City Manager to advertise the waterline projects and receive bids for substantially completed waterline plans and specifications. This action step is needed by February 2008. The bid results will, however, be presented to the City Council in March 2008 for approval and project award. c. The waterline contractor commencing work in April 2008. d. The overlay contractor commencing paving in July 2008. e. Project completion notices to the City Council in fall 2008 at the completion of all projects. COMMISSIONS/BOARD REVIEW, RECOMMENDATIONS The Water Advisory Commission was updated on the progress of the water projects and the potential coordination efforts at their November 27, 2007 meeting. FINANCIAL CONSIDERATIONS The 2007/2008 City Budget has authorized funding of$1,692,000 forthe Del Obispo Street Agenda Report December 18, 2007 Page 4 Overlay Project (CIP 408). This project includes a Federal AHRP Grant in the amount of $588,063. The Junipero Serra Road project (CIP 415) has authorized funding of $1,464,233 and a Federal AHRP Grant of $564,233.81. The fiscal year 2007/2008 budget for the Recycled Water pipeline Project (CIP 755) is $5,667,668. This budget includes funding for the design and construction of these pipelines. The fiscal year 2007/2008 budget for the High West Side Pipeline Project (CIP 793) is $392,969 for design only. Funding of$2,304,765 has been programmed in the FY 2008/2009 Capital Improvement Budget for construction of CIP 793. Staff will bring the funding recommendation to City Council at the time of the award of the construction contract. The coordinated project delivery effort will result in some savings as the City's preordering of materials for the water projects will eliminate the contractor's overhead on the materials. The City can expect a 10-20 percent cost savings on these parts. The coordination will also save on final paving costs on the waterline projects. NOTIFICATION PSOMAS RECOMMENDATION By motion, 1. Approve one time waiver of City purchasing procedures and authorize the City Manager to receive informal bids and enter into contract to purchase water valves and associated items; and, 2. Approve one time Waiver of City contracting procedures to allow the City Manager to receive bids for substantially completed waterline plans and specifications for construction. Respectfully submitted: Prepared by: Cindy Russell Joe Mankawich — Interim Director of Public Works Associate Engineer Attachment: 1. Location Map THE CITY OF SAN JUAN CAPISTRANO 0 S N A PROJECT LOCATION 0 O O 1 � O O�v DELAVIO PROJECT LOCATION STp C WS RAMB�S CAM�``� ATTACHMENT 0 1,500 3,000 6,000 9,000 Feet asee 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEMATO (949)493-1171 'IA[AAPRRAI(0 THOMAS W.HRIBAR (949)493-1053 FAX • [STAAUH0 1961 MARK NIELSEN www.saniiiancapistrano.org 1776 JOE SOTO • • DR.LONDRES USO NOTIFICATION OF MEETING OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 6:30 p.m. on Tuesday, December 18, 2007 in the City Council Chamber in City Hall, to consider: "Consideration of Waiver of Formal Bidding Procedures for Purchase of Equipment and Authorize the City Manager to Advertise for and Receive Bids for Construction - High West Side Pipeline Project (CIP 793) and the Recycled Water Pipelines Project (CIP 755)" — Item No. D13. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 5:00 p.m. on Monday, December 17, 2007 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a yellow "Request to Speak" form found inside the entrance to the Council Chamber. This form is turned in at the staff table, just in front of the Council dais. You will be called to speak by the Mayor when the item is considered. You have received this notice at the request of the City staff member Joe Mankawich, Associate Engineer. You may contact that staff member at (949) 487-4313 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanivancapistrano.org. If you would like to subscribe to receive a notice when agendas are posted to the web site, please make that request by sending an e-mail to: cityclerk(@sanivancapistrano.orq. Meg Monahan, MMC City Clerk cc: PSOMAS; Cindy Russell, Interim Director of Public Works; Joe Mankawich, Associate Engineer Receive"S5Y u899UCtapistrano: Preserving the Past to Enhance the Future �� Pnmetl on 100%recycled paper �see • J 32400 PASEO ADELANTOit� � MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 1" L SAM ALLEVATO (949)493.1171 IR[RRpORRIIO THOMAS W.HRIBAR (949)493-1053 FAX • 6TRRISRIO 1961 MARK NIELSEN www.sanjuancapistrano_org 1776 JOE SOTO • • DR.LONDRES USO December 27, 2007 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On December 18, 2007, the City Council of San Juan Capistrano met regarding: "Consideration of Waiver of Formal Bidding Procedures for Purchase of Equipment and Authorize the City Manager to Advertise for and Receive Bids for Construction - High West Side Pipeline Project (CIP 793) and the Recycled Water Pipelines Project (CIP 755)" Item No. D13. The following action was taken at the meeting: One time waiver of City's purchasing procedures, pursuant to Section 3-4.305 of the City's Municipal Code, authorize the City Manager to receive informal bids, and to enter into contract to purchase water valves and associated equipment; and authorize the City manager to approve the substantially completed waterline plans and specifications, and advertise for and receive bids for construction, approved. If you have any questions regarding this action, please contact Joe Mankawich, Associate Engineer at (949) 487-4313 for more detailed information. Thank you, Meg Monahan, MMC City Clerk Cc: PSOMAS; Cindy Russell, Interim Director of Public Works; Joe Mankawich, Associate Engineer San Juan Capistrano: Preserving the Past to Enhance the Future �, Pnntea on 100%1ecycletl paper � r ADDENDUM NO. 2 TO THE SPECIFICATIONS AND BID FORMS FOR THE CONSTRUCTION OF THE RECYCLED WATER PIPELINE PROJECT—CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT—CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT—CIP NO. 793 February 27, 2008 To: All Plan Holders From: The City of San Juan Capistrano and PSOMAS Notice is hereby given to prospective bidders that the following changes, additions, and/or deletions are hereby made a part of the Plans and specifications to furnish, deliver, and install the Recycled Water Pipeline Project, Recycled Water Pressure Reducing Station Project, and the High West Side Pipeline Replacement Project as fully and completely as if the same were fully set forth therein. This Addendum No. 1 shall form a part of the Contract Documents and take precedence of the original Contract Documents. Bidders shall acknowledge receipt of this Addendum No. I by signing page Al-2 and faxing a copy of page Al-2 to the City of San Juan Capistrano (949) 493-3955 by Friday, February 29, 2008. Page Al-2 shall also be included in the Contractor's bidding document package. DATED: February 27, 2008 oe Mankawich Associate Engineer City of San Juan Capistrano PAGE AI-I Addendum No. 2 (February 27, 2008) City of San duan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1, 2, and 3. Date Received by Bidder: By: Bidder's Company Name Bidder's Signature Typed or Printed Name Prepared by: Psomas 3187 Redhill Ave., Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Addendum 2A-High Westside Pipeline.doc PAGE AI-2 Addendum No. 2 (February 27, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project The following changes, additions,deletions, or modifications shall be made to the Contract Documents and shall take precedence over the original Contract Documents; all other provisions in the Contract Documents remain the same. 1. CONSTRUCTION PLANS Construction Plan Sheet 2,NOTES,ABBREVIATIONS, AND LEGEND note 21 is hereby revised to eliminate night work (MON-SAT 9:00 p.m. to 5:00 a.m.) as an optional work schedule in Del Obispo Street from Alipaz Street to Aguacate Road and in Del Obispo Street from Aguacate Road to Blue Fin Drive. Night work in these reaches is not allowed. The allowable work schedule in these reaches is as shown for daytime work MON-FRI 8:30 a.m. to 3:30 p.m. Addendum 2A-High Westside Pipeline.dm PAGE AI-3 ADDENDUM NO. 1 TO THE SPECIFICATIONS AND BID FORMS FOR THE CONSTRUCTION OF THE RECYCLED WATER PIPELINE PROJECT—CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT—CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT—CIP NO. 793 February 25, 2008 To: All Plan Holders From: The City of San Juan Capistrano and PSOMAS Notice is hereby given to prospective bidders that the following changes, additions, and/or deletions are hereby made a part of the Plans and specifications to furnish, deliver, and install the Recycled Water Pipeline Project, Recycled Water Pressure Reducing Station Project, and the High West Side Pipeline Replacement Project as fully and completely as if the same were fully set forth therein. This Addendum No. 1 shall form a part of the Contract Documents and take precedence of the original Contract Documents. Bidders shall acknowledge receipt of this Addendum No. 1 by signing page Al-2 and faxing a copy of page A,1-2 to the City of San Juan Capistrano (949) 493-3955 by Friday, February 29, 2008. Page Al-2 shall also be included in the Contractor's bidding document package. DATED: February 25, 2008 Joe Mankawich Associate Engineer City of San Juan Capistrano PAGE M-1 Addendum No. 1 (February 25, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project THIS PAGE TO BE ATTACHED TO BIDDING DOCUMENTS. I have received Pages Al-1, 2, 3, 4, 5 and 6. Date Received by Bidder: By: Bidder's Company Name Bidder's Signature Typed or Printed Name Prepared by: Psomas 3187 Redhill Ave., Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Addendum I -High Westside Pipeline.doc PAGE AI-2 Addendum No. 1 (February 25, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project The following changes, additions, deletions, or modifications shall be made to the Contract Documents and shall take precedence over the original Contract Documents; all other provisions in the Contract Documents remain the same. 1. BIDDING AND CONTRACTUAL DOCUMENTS The cover sheet is hereby removed and replaced in its entirety with the revised cover sheet showing the bid opening to be on 3 March 2008. 2. BIDDING AND CONTRACTUAL DOCUMENTS Bid Forms Pages 1 through 9 is hereby removed and replaced in its entirety with the revised Bid Forms attached and identified as Rev 1. 3. BIDDING AND CONTRACTUAL DOCUMENTS Special Provisions Section 7 —RESPONSIBILITIES OF THE CONTRACTOR is hereby given change to remove Section 7-1 INSURANCE AMOUNTS in its entirety and replace with the attached revised Section 7-1 INSURANCE AMOUNTS. 4. BIDDING AND CONTRACTUAL DOCUMENTS Special Provisions Section 9— MEASUREMENT AND PAYMENT is hereby given change to include the following: 9-4.6A Caltrans Permitting and Inspections Costs (Bid Item No. 6A) — Measurement for payment for reimbursement of Caltrans permitting and inspection costs will be based on submittal of receipts for payment of invoices from Caltrans for Caltrans plan review, inspection, and permit fees with no contractor markup. Payment'for Caltrans permitting and inspection costs will be made from the stipulated cost allowance shown in the bid form. Money remaining in the stipulated allowance after all Caltrans costs have been paid will be retained by the City. Caltrans costs in excess of the stipulated amount will be paid as a change order extra to the contract. 9-4.11A 2-Inch Recycled Water Service (Bid Item No. 11A) — Measurement for payment for 2-inch recycled water service assemblies will be based upon the installation of each 2-inch recycled water service assembly per the City of San Juan Capistrano Standard Drawing W-2. Payment for 2-inch recycled water service assemblies will be made at the unit price per assembly named in the Bid Sheets. 9-4.21A SDG&E Service Costs (Bid Item No. 21A) — Measurement for payment for reimbursement of SDG&E service costs will be based on submittal of receipts for payment of invoices from SDG&E for SDG&E plan review, construction, inspection, and permit fees with no contractor markup. Payment for SDG&E plan review, construction, inspection, and permit fees will be made from the stipulated cost allowance shown in the bid form. Money remaining in Addendum 1 -High Westside Pipeline.doc PAGE AI-3 Addendum No. 1 (February 25, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project the stipulated allowance after all SDG&E costs have been paid will be retained by the City. SDG&E costs in excess of the stipulated amount will be paid as a change order extra to the contract. 9-4.47 City of Dana Point Permitting and Inspections Costs (Bid Item No. 47) — Measurement for payment for reimbursement of City of Dana Point permitting and inspection costs will be based on submittal of receipts for payment of invoices from the City of Dana Point for the City of Dana Point plan review, inspection, and permit fees with no contractor markup. Payment for the City of Dana Point plan review, inspection, and permit fees will be made from the stipulated cost allowance shown in the bid form. Money remaining in the stipulated allowance after all City of Dana Point costs have been paid will be retained by the City. City of Dana Point costs in excess of the stipulated amount will be paid as a change order extra to the contract. 5. BIDDING AND CONTRACTUAL DOCUMENTS Appendix A — City of San Juan Capistrano Standard Drawings Nos. W-5, W-6, W-7, W-11, and W-16 are hereby removed and replaced in their entirety with new City of San Juan Capistrano Standard Drawings Nos. W-5, W-6, W-7, W-11, and W-16. 6. BIDDING AND CONTRACTUAL DOCUMENTS Appendix A—City of San Juan Capistrano Standard Drawings No. W-2 is hereby added. 7. CONSTRUCTION PLANS Construction Plan Sheet 2, NOTES, ABBREVIATIONS, AND LEGEND note 20 is hereby removed and replaced in its entirety with the following: 20. NO DETOURS OR LANE CLOSURES SHALL BE DONE BEFORE 8:30 A.M. OR CONTINUED AFTER 3:30 PM ON MONDAYS THROUGH FRIDAYS, UNLESS OTHERWISE NOTED. NO LANE CLOSURES OR DETOURS WILL BE DONE ON SATURDAY, SUNDAY OR LEGAL HOLIDAYS, UNLESS OTHERWISE NOTED. 8. CONSTRUCTION PLANS Construction Plan Sheet 2, NOTES, ABBREVIATIONS, AND LEGEND is hereby revised to include the following note: 24. NO VEGETATION WITHIN CALTRANS RIGHT-OF-WAY SHALL BE REMOVED. NO EQUIPMENT SHALL BE STORED OVERNIGHT WITHIN CALTRANS RIGHT-OF-WAY. Addendum 1 -High Westside Pipeline.doc PAGE AI-4 Addendum No. 1 (February 25, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project 9. CONSTRUCTION PLANS Construction Plan Sheet 31, RECYCLED WATER PR STATION ELECTRICAL PLAN is hereby removed and replaced in its entirety with revised Construction Plan Sheet 31, RECYCLED WATER PR STATION ELECTRICAL PLAN, Revision 1, dated February 22, 2008. 10. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: The only material to be supplied by the City is listed in Appendix H, correct? The 2,000 feet of 12"pipe is part of bid item 25, correct? Answer: The list of materials in Appendix H describes the materials to be provided by the City to the Contractor for use on this project. The 2,000 LF of 12" PVC pipe included in Appendix H is to be installed as part of the work described in Bid Item 25. 11, CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Can you provide an estimate of the cost for the Caltrans permit? Answer: The estimated fee for Caltrans permitting and inspection is $10,000. A separate bid item for this cost has been added to the bid form. 12. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Can you provide an estimate of the cost for the City of Dana Point permit? Answer: The estimated fee for the City of Dana Point permitting and inspection is $10,000. A separate bid item for this cost has been added to the bid form. 13. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Can you provide an estimate of the cost for the SDG&E electrical service? Answer: SDG&E has provided an estimated cost of$12,000 for the proposed electrical service to the recycled water pressure reducing station vault at Rancho Viejo Road. A separate bid item for this cost has been added to the bid form. 14. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Special Provision Section 7-15 regarding"work area limits site access and materials storage". Are we to remove all equipment i.e. track hoe(s), backhoe(s), loaders, water truck, etc. from the job site at the end of each shift? Answer: Special Provisions Section 7-15 states that all vehicles and equipment shall be removed from public streets. The jobsite and public streets are usually at the same location and constitute the same work area, particularly for pipeline construction in public streets. Addendum I -High Westside Pipeline.dm PAGE AI-5 Addendum No. 1 (February 25, 2008) City of San Juan Capistrano Recycled Water Pipeline Project Recycled Water Pressure Reducing Station Project High West Side Pipeline Replacement Project 15. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Spoil piles, stock piling. Are all spoils etc. to be removed at he end of each shift? Answer: The intent of the contract documents is to remove all obstacles and obstructions from public streets and rights-of-way that can create unsafe conditions for public access. Spoils must be removed by the end of each work shift unless written permission by the City is granted to leave spoils on the job site. 16. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Work Shifts. Per 6-7.3 of the specifications, are we to understand , that pipe laying activities, excavation activities, etc. Are only to be performed on Monday thru Thursday? Answer: Special Provisions Section 6-7.3 — Limitations - is hereby given change to replace Section 6-7.3 — Limitations in its entirety with the following: 6-7.3 Limitations. - No trench excavation or pipe laying shall be performed on weekends, holidays, or the day preceding a holiday without prior approval of the Engineer. 17. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Sequence of Work? Per 6-2.2 "Work Heading(s) Can these heading(s) (1,2, and 3) or(1 and 3) be worked simultaneously? Answer: Yes. 18. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: What is the deposit cost(s) for a San Juan Capistrano water meter? Will the San Juan Capistrano water meter be available for use in Dana Point? Answer: Unknown. Call the City of San Juan Utilities Department for the deposit.cost for a water meter. The portion of the project within the City of Dana Point is served by the City of San Juan Capistrano. South Coast Water District is the neighboring retail water supplier beginning at Stonehill. 19. CLARIFICATION QUESTION ASKED AT PRE-BID MEETING Question: Will San Juan Capistrano be picking up inspection fees for Dana Point, excluding grading, paving, excavation and encroachment fee? Answer: No. Addendum I -High Westside Pipeline.dm PAGE AI-6 BID This is EXHIBIT A consisting of one page,referred to in and made a part of the Agreement between the OWNER BID TO: CITY OF SAN JUAN CAPISTRANO, CALIFORNIA and the CONTRACTOR. The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the form included in the Contract Documents (as defined in Article 4 of the Agreement) to perform the Work as specified or indicated in said Contract Documents entitled: RECYCLED WATER PIPELINE PROJECT CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO.793 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security. This Bid will remain open for the period staled in the Notice Inviting Bids, unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders, and will furnish the insurance certificates, Payment Bond, Performance Bond, and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): Number Date Number Date Number Date Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances,rules,and regulations), and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations as Bidder deems neces$ary. In conformance with the current statutory requirements of California Labor Code Section 1860,et seq.,the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability for worker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid Schedule(s), List of Subcontractors,Non-collusion Affidavit,Bidders General Information,and Bid Bond contained in these Bid Forms,said Bidderfurther agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s). Dated: Bidder: By: (Signature) Title: FORM U-300 BID (PROPOSAL) 08U-WObid Rel dm BID FORMS-PAGE 1 Fecr„ay 2008 Rev 1 BID SCHEDULE RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price GENERAL ITEMS Mobilization/Demobilization, Permits, Bonds, Lump Sum Allowance $100,000.00 1 Insurance and Construction Scheduling 2 Traffic Control and Regulation 1 LS $_ $ 3 Erosion and Sedimentation Control, SWPPP 1 LF $_ $ 4 Record Drawings Lump Sum Allowance $10,000.00 5 Demobilization j 1 I LS $_ $ RECYCLED WATER PIPELINE PROJECT-CIP NO. 755 Provide sheeting, shoring,and bracing for $ 6 excavations, or equivalent method conforming to 1 LS $_ applicable safety orders 6A Caltrans permitting and inspection costs Reimbursable Allowance $10,000.00 7 Perform potholing and survey of existing utilities 1 LS $_ $ Furnish and install 24-inch dia. PVC pipe, C905, Class 235, including bends,fittings,thrust blocks, 8 trenching, backfill,compaction, and 3,330 LF $— $ appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install temporary end-of-line pipe cap 9 -Install Owner supplied materials as listed in the 1 Each $_ $ Special Provisions ppendix 10 Furnish and install 4-inch dia. blowoff/drain 1 Each $_ $ 11 Furnish and install 2-inch air/vacuum valve 1 Each $_ $ 11A Furnish and install 2-inch recycled water service 2 Each $_ $ Furnish and install recycled waterline connection, 12 including pipe,valves, fittings,thrust blocks, 1 LS $_ $ couplings,trenching,and backfill at STA 43+30+/- Perform all street, pavement,and surface restoration, including base removal/replacement, 13 pavement removal/replacement, grinding, 17,000 SF $_ $ capping,striping, and traffic control loop replacement 14 Replace Traffic Loops 1 LS $_ $ 15 Perform hydrostatic testing of pipe per City 1 LS $_ $ Standard Specifications Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM u-302 UNIT PRICE BID FORMS-PAGE 2 09U-302-1 ReN.dm 1 Febtiary 2008 Rev1 This is Page 2 of EXHIBIT B consisting of 4 pages,referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO. 793 Item Description Estimated Unit Unit Amount No. Quantity Price RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 Provide shoring,sheeting,and bracing for 16 excavations, or equivalent method conforming to 1 LS $— $ applicable safety orders 17 Perform potholing and survey of existing utilities 1 LS $— $ Furnish and install recycled waterline connections 18 including,tee and valve assemblies, pipe,fittings, 1 LS $ $ valves, and thrust blocks between existing — recycled waterline and vault Perform all site work,including demolition, base and finish paving, street/pavement/surface 19 restoration, base removal/replacement, pavement 1 LS $— $ removal/replacement,grinding,capping, striping, curb and gutter, and grading Furnish and install pre-cast concrete pressure 20 reducing station vault and equipment including 1 LS $ $ pressure reducing valves, piping, fittings, and — appurtenances 21 Furnish and install vault and site electrical work 1 LS $ $ and SDG&E electrical service — 21A SDG&E service costs Reimbursable Allowance $12,000.00 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT–CIP NO.793 Provide shoring, sheeting, and bracing for 22 excavations, or equivalent method conforming to 1 LS $— $ applicable safety orders 23 Perform potholing and survey of existing utilities 1 LS $— $ Furnish and install 16-inch dia. PVC pipe, C905, Class 235, including bends,fittings,thrust blocks, 24 trenching, backfill,compaction, and 7,264 LF $— $ appurtenances–Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 12-inch dia. PVC pipe, C900, Class 200, including bends, fittings,thrust blocks, 25 trenching, backfill,compaction,and 5,469 LF $— $ appurtenances–Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 8-inch dia. PVC pipe,C900, Class 200, including bends,fittings,thrust blocks, 26 trenching, backfill,compaction, and 700 LF $— $ appurtenances–Install Owner supplied materials as listed in the Special Provisions Appendix Name of Bidder or Firm FORM U-302 UNIT PRICE UNIT PRICE BID SCHEDULE 09u-302-2Rev1.doo-2 BID FORMS-PAGE 3 February 2008 Rev1 This is Page 3 of EXHIBIT B consisting of 4 pages,referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO. 793 Item Description Estimated Unit Unit Amount No, Quantity Price Furnish and install 4-inch dia. blowoff/drain- 27 Install Owner supplied materials as listed in the 5 Each $_ $ Special Provisions Appendix 28 Furnish and install 2-inch dia. blowoff/drain per 6 Each $_ $ City Standard Drawing 29 Furnish and install 2-inch air/vacuum valve per 8 Each $_ $ City Standard Drawing 30 Furnish and install 1-inch air/vacuum valve per 5 Each $_ $ City Standard Drawing Furnish and install domestic waterline tee and valve assemblies, including pipe,valves,fittings, 31 thrust blocks,couplings,trenching, and backfill - 1 LS $_ $ Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install domestic waterline connections, including pipe,valves,fittings,thrust 32 blocks, couplings,trenching,and backfill -Install 1 LS $_ $ Owner supplied materials as listed in the Special Provisions Appendix Perform all street, pavement, and surface restoration, including base removal/replacement, 33 pavement removal/replacement, grinding, 45,500 SF $_ $ capping, and striping in the City of San Juan Capistrano right-of-way,excluding Del Obispo Street from Paseo Tenazza to Alipaz Street Perform all street, pavement, and surface restoration, including base removal/replacement, 34 and pavement removal/replacement in Del Obispo 5,100 SF $_ $ Street from Paseo Tenazza to Alipaz Street in the City of San Juan Capistrano right-of-way Perform all street, pavement,and surface restoration, including base removal/replacement, 35 and pavement removal/replacement in the City of 6,500 SF $_ $ Dana Point right-of-way or per City of Dana Point requirements Perform all grinding, and AC finish paving, and 36 striping in the City of Dana Point right-of-way or 68,500 SF $_ $ per City of Dana Point requirements 37 Remove and replace PCC driveways 2 EA $_ $ 38 Traffic loops replacement 1 LS $_ $ Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE BID FORMS-PAGE 4 09U-302.3 Revt.doc-3 Febmary 208 Rev 1 This is Page 4 of EXHIBIT B consisting of 4 pages, referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO. 793 Item Description Estimated Unit Unit Amount No. Quantity Price Fumish and install pre-cast concrete metering and 39 pressure reducing vault and equipment including 1 LS $_ $ meter,valves, piping,fittings,drain,surface repair, and appurtenances 40 Construct domestic waterline abandonments at 1 LS $ $ the locations shown on the Plans 41 Furnish and install 1-inch domestic water services 2 Each $_ $ per City Standard Drawing 42 Furnish and install 6"resilient wedge gate valves 1 Each $_ $ per City Standard Drawing 43 Fumish and install 8" resilient wedge gate valves 2 Each $_ $ per City Standard Drawing 44 Fumish and install 12"resilient wedge gate valves 3 Each $_ $ per City Standard Drawing 45 Perform hydrostatic testing of pipe per City 1 LS $ $ Standard Specifications 46 Perform disinfection and flushing of domestic 1 LS $_ $ waterline per City Standard Specifications 47 City of Dana Point permitting and inspection costs Reimbursable Allowance $10,000.00 TOTAL OF ALL ITEMS OF THE BID SCHEDULE: (Price in figures) (Price in words) QUANTITIES OF WORK: The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of San Juan Capistrano does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item,by an amount up to 25 percent of increase or decrease, without a change in the unit prices, and shall have the right to delete any bid item in its entirety, and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. Name of Bidder or Firm UNIT PRICE BID SCHEDULE FORM U-302 UNIT PRICE BID FORMS-PAGE 5 09U-302-4 ReO doc-3 February 2008 Rev1 INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100,at seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price, and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each item of Work to be performed with the words"and/or"will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's License Work to be Performed Number Subcontractor's Name&Address 1 2 3 4 5 6 7 8 FORM U-030 LIST OF SUBCONTRACTORS +0U-0W0 bs Revl.doc BID FORMS - PAGE 6 February 2008 Rev 1 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of ) I, being first duly sworn, deposes and says that he or she is Of , 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.' Bidder By Title Organization Address NON-COLLUSION AFFIDAVIT FORMUL80 BID FORMS-PAGE 7 11 UA80wl Revt Coc February 2008 Rev1 BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as PRINCIPAL, and as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee; hereinafter called City, in the sum of $ for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated March 3, 2008 for the construction of: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agrebment has been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and effect. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. BB-1 Executed this day of 20 , at Califomia. Principal By: Title: Surety By: Title: (Notarization and Seal) Approved as to form: Omar Sandoval, City Attorney BB-2 BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street Address: 2. CONTRACTOR'S Telephone Number: ( ) Facsimile Number: ( ) E-mail address 3. CONTRACTOR'S License: Primary Classification State License Number(s) Supplemental License Classifications 4. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety Address Surety Company Agent Telephone Numbers: Agent( ) Surety 5. Type of Firm (Individual, Partnership or Corporation): 6. Corporation organized under the laws of the State of: 7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: BIDDER'S GENERAL INFORMATION FORM U420 BID FORMS-PAGE 8 I0U420inlo Revtcoc Rev 1 Febmary 2008 BIDDER'S GENERAL INFORMATION (Continued) 8. Number of years experience as a contractor in this specific type of construction work:_ 9. List at least three related projects of comparable size and complexity completed to date: 1. Owner Address Contact Class of work Phone ( ) Contract amount Project( ) Date completed 2. Owner Address Class of work Contact Contract amount Phone ( ) Date completed Project 3. Owner Address Class of work Contact Contract amount Phone( ) Date completed Project(`) 10. List the name and title of the person who will supervise full-time the proposed work for your firm:__ 11. Is full-time supervisor an employee contract services ? 12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. BIDDER'S GENERAL INFORMATION FORMUA20 BID FORMS-PAGE 9 +3u<20,mo ReO a« Rev1 February 2008 SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR 7-1 INSURANCE AMOUNTS. The limits of liability for insurance, as required by Section 7-3 and 7-4 of the Standard Specifications, are amended to provide coverage for not less that the following amounts, or greater where required by laws and regulations: 1. Workers' Compensation: a) State: Statutory Amount or minimum $1,000,000 b) Employer's Liability: $1,000,000 2. Comprehensive General Liability: a) Bodily Injury (Including completed operations and products liability and wrongful death): $ 5,000,000 Each Occurrence $ 5,000,000 Annual Aggregate Property Damage: $ 1,000,000 Each Occurrence $ 1,000,000 Annual Aggregate b) Property damage liability insurance will provide explosion, collapse, and underground coverages where applicable. C) Personal injury, with employment exclusion deleted: $5,000,000 Annual Aggregate 3. Comprehensive Automobile Liability: a) Bodily Injury (Including wrongful death): $5,000,000 Each Person $5,000,000 Each Occurrence b) Property Damage $1,000,000 Each Occurrence Or a combined single limit of 51 .000,000 G\Venn\Proects\San Juan Capustrano\wgn Wast Side Pipeline\Specifications\30F.Sec7 doc RESPONSIBILITIES OF THE CONTRACTOR Fedruary 2008 SPECIAL PROVISIONS-SECTION 7 / 10" TO ANGLE METER STOP \\ PROPERTY LINE \ 12' CHIP 2" "W" IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE LOCATION OR 2' "RW" TO IDENTIFY RECYCLED WATER SERVICE LOCATION CONSTRUCTION NOTES 1. DOUBLE STRAP SERVICE SADDLE REQUIRED FOR ALL SERVICE CONNECTIONS TO ANY SIZE MAIN. SERVICE SADDLE SHALL NOT BE INSTALLED WITHIN 18" OF A VALVE, COUPLING, FITTING, OR OTHER SERVICE. TAPPED COUPLINGS ARE NOT PERMITTED. 2. INSTALL CORPORATION STOP WITH KEY SIDEWAY IN OPEN POSITION. 3. SET TOP OF METER BOX FLUSH WITH SIDEWALK IN OPEN POSITION. 4. THE CORPORATION STOP TAP SHALL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER'S INSTALLATION GUIDE. ALL TAPS SHALL BE MADE WITH MACHINE GUIDE OR PILOT TAP. 5. THE WATER SERVICE SHOULD EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP. 6. METER BOXES SHALL BE SET IN SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, OR IN PARKWAY BETWEEN CURB AND SIDEWALK. 7., SOLDER USED IN JOINING COPPER PIPE, FITTINGS AND SPLICES SHALL BE A "SILVER SOLDER"COMPOSED OF NOT LESS THAN 15% SILVER (Ag), NOT LESS 80% FILLER ELEMENTS, OTHER THAN THOSE SPECIFIED, SUCH AS LEAD (Pb), ZINC (Zn), CADMIUM (CAD), NICKEL (Ni) OR TIN (Sn) WILL NOT BE PERMITTED. 8. ALL RECYCLED SERVICES SHALL BE MARKED AS DETAILED IN SECTION 15151 OF THE SPECIFICATIONS. 9. COMPRESSION TYPE CORPORATION STOP AND ANGLE METER STOP MAY BE SUBSTITUTED FOR THE FEMALE IRON PIPE STYLE WITH MALE IRON BY SWEAT ADAPTORS AS SHOWN. 10. A 1" BYPASS LINE WITH LOCKING CURB STOP MAY BE REQUIRED FOR INSTALLATIONS NEEDING CONTINUOUS SERVICE. 11. METER BOXES SHALL NOT BE LOCATED IN DRIVEWAYS. 12. METER BOX AND SERVICE RUN TO BE FURNISHED AND INSTALLED BY APPLICANT. 13. FOR THE PURPOSE OF AN IRRIGATION SERVICE— NO BALL VALVE IS NEEDED, AND A STRAIGHT METER COUPLING SHOULD BE USED. FOR 1-1/2" AND 2" IRRIGATION METERS USE A TURBINE METER WITH A STRAINER. REVISIONS P _ CITY OF SAN STD. NO. N0. DATE AAPPROVED JUAN A ISTRANO AP WATER SERVICES ER / /If. J SHEET 2 OF 2 is\CVWOSiD\W-020 EXISTING GRADE 2 1 8 10 MIN, JOINT LENGTH o i I � 4 ILIRUST ---,LOOK PER LIST OF MATERIALS DF?AIL r�-- 14 PIPE DIP PUSH ON RESTRAINED PLUG—TAPPED 2- 1 /2" 2 X n BRASS NIPPLE 4� -- 2" BRASS 90' ELL a— 2 BRASS, LENGHT AS REQUIRED O6 -- 2" BALL VALVE I �— 2 BRASS M.I.P X FIRE THREAD WITH CAP NYLON REDUCING BUSHING (2- 1/2" X 2") 9 METER BOX WITH TRAFFIC LID 10 2" M.I.P. X SWEAT COPPER ADAPTER, AS NEEDED (I I 1 I ) SPECIAL NOTES 1. TEMPORARY BLOW—OFF ASSEMBLY REQUIRED AT ALL DEAD END LINES. 2. REMOVE RISER MATERIAL AFTER FLUSHING AND INSTALL 2" BRASS PLUG IN VALVE. LEAVE VALVE CLOSED. 3. ALL EMBEDDED PIPING SHALL BE WRAPPED WITH 10 MIL PVC TAPE. 4. WHEN EVER POSSIBLE USE THE CONNECTION DETAIL SHOWN ON DETATIL W-2. 5. DO NOT INSTALL BLOW OFF HYDRANT IN TRAFFIC PATH. h "� N �'q! n �1 'I I � i�'u �. � (, "NSI ;UC � I J1 T; ��� )RAIv1 =3L0r� I L L u, � � I�' , �� .P�ri �I �� , •Sf �LT « DNS _ CITY OF SAN � o -� ..— -- APJSTRANO JUAN ^- i � 1 I ozv9, vB � F L i NORMALLY 6'-0". FOR RUNS OVER 20' USE 8" PIPE. ^ 30" MIN. LOCATE 4" OUTLET \— — TOWARD STREET CONSTRUCT CONSTRUCT 3'x3'x4' CONCRETE 6" BREAKAWAY PAD WITHIN PARKWAY. SEE SPOOL HYDRANT LOCATION PLAN CASE 2 BELOW. WHERE SIDEWALKS ARE ADJACENT TO CURB, SEE FEATHER JOIN HYDRANT LOCATIONS IN CASES 1. EXISTING PAVEMENT I 6. SIDEWALK` ov PARK- WAY SEE DWG. W_137 FOR THRUST BLOCKS 6FLANGED VALVE v ; SEE �G. W-i4 " � I ' v 1 (LANG IP / o ( tT _ —� - a / �7 � ° v 14 � - EDD I 77 MAIN CONSTRUCTION NOTES 1. PROVIDE AND INSTALL FIRE HYDRANTS PER SPECIFICATIONS SECTION 15139. 2. HYDRANTS TO BE PAINTED ACCORDING TO PAINT SPECIFICATIONS SECTION 09900. 3. PROVIDE SS316 "BREAK-AWAY" BOLTS AT HYDRANT FLANGE, BOLT HEAD DOWN. 4. ROTATE HYDRANT 45' WHEN ADJACENT TO POWER POLE OR STREET LIGHT POLE. 5. INSTALL WET BARREL HYDRANTS ONLY. IF SPECIFICALLY DIRECTED BY THE DISTRICT, INSTALL A WET BARREL HYDRANT WITH A CHECK VALVE. 6. SET BACK DISTANCE PER TRAFFIC SET BACK REQUIREMENTS, OR 30" MINIMUM; WHICHEVER IS GREATER. HYDRANT LOCATION PLANS 3 OR WIDER CONC FACE OF CURB PARKWAY PAD _ _ I SIDEWALK 6' I ( - 3 TWIDE OR MORE 18' r - 3' - 43 r I F I SIDEWALK CONC 3 PAD CASE 1 CASE 2 SIDEWALK NOT SIDEWALK ADJACENT TO CURB ADJACENT TO CURB FciC., T I F< �_ NYC P1T ! NNTALL_ IINN REMNO. DATE 510APPROVED ,�,, CITY OF SAN STD. N0. J JUAN CAP STRANO . ;'{'�.''•- APP 0 JL.o ,06 VIIATER E N ER DATE SHEET 1 OF 7 NORMALLY 6'— 00. FOR RUNS OVER 20' 30" MIN LOCATE 4" OUTLET USE AN 8" PIPE, TOWARD STREET. HYDRANT WITH —2-4" & 1-2 1/2 FIRE HOSE CONSTRUCT 6" OUTLETS BREAKAWAY lJ CONSTRUCT 3'x3'x4' CONCRETE SPOOL FEATHER JOIN PAD WITHIN PARKWAY. SEE EXISTING PAVEMENT HYDRANT LOCATION PLAN CASE -L 2 BELOW, WHERE SIDEWALKS IyL 6.i SIDEWALK ARE ADJACENT TO CURB, SEE HYDRANT LOCATIONS IN CASE 1. —I— L I' --r 11 � %' ��• PARK-1 WAY LT SEE DWG. z W-13 5 FOR THRUST BLOCKS i E FLANGED VALVE SEE DWG. W-14 �--� - 0" FLnNGEO 01P J MAIN LIN '`--- CONSTRUCTION NOTES 1 . PROVIDE AND INSTALL FIRE HYDRANTS PER SPECIFICATIONS SECTION 15139. 2. HYDRANTS TO BE PAINTED ACCORDING TO PAINT SPECIFICATIONS SECTION 09900. 3. PROVIDE SS316 "BREAK-AWAY" BOLTS AT HYDRANT FLANGE, BOLT HEAD DOWN. 4. ROTATE HYDRANT 45' WHEN ADJACENT TO POWER POLE OR STREET LIGHT POLE. 5. INSTALL WET BARREL HYDRANT ONLY. IF DIRECTED BY THE DISTRICT INSTALL A A WET BARREL HYDRANT WITH A CHECK VALVE. 6. SET BACK DISTANCE PER TRAFFIC SET BACK REQUIREMENTS. OR 30" MINIMUM; WHICHEVER IS GREATER. HYDRANT LOCATION PLANS 3' OR WIDER CONC FACEOFCURB PARKWAY PAD SIDEWALK 6' 1 76" 3. —30" WIDE OR LESS T SIDEWALK 3' CONC PAD CASE 1 CASE SIDEWALK NOT SIDEWALK ADJACENT TO CURB ADJACENT TO CURB u1v,/, ,�� E [ IC v,I I f I , _�iF�? /X�J I\, REVISIONS APPROVED CITY OF SAN ST " N0. DATE � 1 03/06/92 RWC 2 06/11/92 RWC JUAN CA ISTRANO �� P E 3 02/04/93 RWC APD~ TER EN NEE ER DATE SHEET 1 OF 1 t0' 7 D p Q p O � i p O 6 9 B 2_ !1 5 4 LEVEL ITEM NO. SIZE & DESCRIPTION MANUFACTURER SPEC. NO. �- DOUBLE STRAP BRONZE OR DOUBLE FORD SEE STANDARD O STRAP STAINLESS STEEL FOR C-900 MUELLER SPECIFICATIONS 15057; SERVICE SADDLE 2" I.P. OUTLET FOR SMITH BLAIR STEEL PIPE US DETAIL W-29 � 2" BRONZE CORPORATION STOP - JONES -7-SEE-STANDARD O BALL VALVE TYPE. MUELLER SPECIFICATIONS 150571 I.P. THREAD X F.I.P. FORD O2" BRONZE ADAPTOR SEE SPECIFICATIONS MALE X I.P. SWEAT. REDDING SEE STANDARD ® 2" COPPER TUBING MUELL------ - REDDI EG - - -- S STANDAR SPECIFICATIONS 15057 2" 90' BEND. EE 0 O COPPER - SWEAT X SWEAT. MUELLEN SPECIFICATIONS 15057 SEE NOTE 7 DETAIL W-1, W-2 © METER BOX WITH TRAFFIC LID BISEL - --- - ------- -BROOKS--- tJ7 2"BRASS MIP X FIRE THREAD WITH CAPI SEE SPECIFICATIONS SEE STANDARD � ___ _ SPECIFICATIONS 15057 B 2" M.I.P. X SWEAT COPPER ADAPTER, SEE SPECIFICATIONS SEE STANDARD O AS NEEDED I SPECIFICATIONS 15057; U BALL VALVE JONES SEE STANDARD FORD _ --- �.-_----- ____.-- -.-_--- J SPECIFICATIONS 15057; APPROVED REVISIONS CITY OF SAN 5T "° NO. DATE AA3� JUAN CAPISTRANOTIT APP TER EN NEERI MA ER DATE SHEET i OF 1 F:\CVMYSMNw-IIA REM NO. DESCRIPTION I— O.D.—1 2 O co�> PLASTIC COVER :TOME 1 =_ MODEL / VCAS-1130 F VALVE -." All k VACUUM BELIE O (SEE SECTION 15089) H t0 t\ L /f 3 O3 .BRASS CLOSE NIPPLE \ J 5 4 BRONZE BALL '!VE-2I W/ / OFF. FOND 811-44 1 811-777$ 1 MIP THREAD X SWEAT ADAPTER --- 6 CONC. PAD WITH 8 • 8 WIRE MESH L1, 7 90' BEND SWEAT 8 CORPORATION STOP MIP X FW 13 B BRONZE SEIFACE SADDLE m I CONNECT TO STEEL PIPE PER DETAIL W-29 12 4 i 1 OUTLET HOOD VENT CAP ' APCO MODEL. 14D-28, OR EOUAL COPPER TUBING, TYPE R ROD 5 ® VALVE BOX k RISER PER W-13 4' PVC SLEEVE (y 1 ® 3/8' • 4' STAINLESS STEEL 'J �h[ 801.7 AND NUT VALVE COVER AND PAD DIMENSIONS VALVE DIMENSIONS SIZE O.D. H L N MODEL A 8 C 1" 18" 30" 24" 28 #33 30" 54" 6" 2" 24" 36" 30" 36 #43 36" 60" 6" CONSTRCUTION NOTES 1 . REFER TO DRAWINGS W — 1 OR W —2 FOR ACCEPTABLE MATERIALS. 2. PAINT AND MARK AIR—VAC PER SECTION 09900 AND 15151. 3. PROVIDE AND INSTALL AIR—VAC PER SECTION 15089. 4. SET BACK DISTANCE PER TRAFFIC REQUIREMENTS, OR 30"; WHICH EVER IS GREATER. 5. INSTALL PIPE VERTICAL OR SLOPED UPWARDS AT ALL POINTS. F c_ ;`i1. : !J U Ui R E L I II_ 1= ` it-\�i `v' a, E !vl o L-)1 REVISIONS CITY OF SAN ST°. NO. N0. DATE APPROVED ,dlp r JUAN CAP STRANO APPRO a'03.yg R ENGINEff3NG6WAGER DATE SHEET 1 OF 2 C:\CVWMTD\W-14A VALVE ASSEMBLY LOCATION PLANS 3' OR WIDER FACE OF CURB - _ ^---0 MINI-,-,-_PARKWAY— ! -- - � �3 __ I SIDEWALK 6' - WIDE OR LESS a VALVE BOX VALVE COVER SIDEWALK A CONPADC CASE 2 CASE 1 (NO SIDEWALK PLANNED) OR SIDEWALK ADJACENT TO CURB SIDEWALK NOT ADJACENT TO CURB REVISIONS STD. NO. NO. DATE APPROVED CITY OF SAN a` JUAN CAP STRANO t f; APP ED ATER R DATE SHEET 20F 2 c:\anmsm\r-ia • CITY OF SAN JUAN CAPISTRANO, CALIFORNIA PUBLIC WORKS DEPARTMENT NOTICE TO BIDDERS, PROPOSAL, CONTRACT, SPECIFICATIONS AND SPECIAL PROVISIONS FOR CONSTRUCTION OF THE: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 • IN THE CITY OF SAN JUAN CAPISTRANO February 2008 �M4A • nrnuau 1961 Irrc Dave Adams, City Manager Cindy Russell, Interim Public Works Director • Bids Open: 4 March 2008 Dated: 1 February 2008 • RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 The Specifications contained herein have been prepared by, or under the direct supervision of, the following Registered Civil Engineer: pROFE 1941Mike Swan ��° D Project Manager y Psomas No. 25737 A Civil Engineer C 25737 * Exp. 12-31-09 • 'rf9TC I v 1\, P�\p E OF CAS\F 2I o Approved by: Eric Bauman, PE Civil Engineer C 52071 • Fovea sign-1 SIGNATURE PAGE 02WFe ag2008 SPECIAL PROVISIONS NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND • SPECIAL PROVISIONS TABLE OF CONTENTS PART I -- BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS Notice Inviting Bids Instructions to Bidders Bid Forms Bid (Proposal) Bid Schedule List of Subcontractors Non-collusion Affidavit Bid Bond (Bid Security Form) Bidder's General Information Agreement and Bonds Construction Contract Worker's Compensation Certificate Performance Bond Labor and Material Bond Certificate of Insurance PART II —AMENDMENTS TO STANDARD SPECIFICATIONS Section 1-2 - Definitions Section 2-4 -Scope and Control of Work • Section 3-2 -Changes and Extra Work Section 4-1 -Trade Names or Equals Section 5-7 - Existing Underground Utilities Section 6-9 - Liquidated Damages Section 7-13 - Laws to be Observed Section 9-3 - Payment PART III — SPECIAL PROVISIONS Section 1 - Terms, Definitions, Abbreviations, Units of Measure, and Symbols Section 2 - Scope and Control of Work Section 3 - Changes in Work Section 4 - Control of Materials Section 5 - Utilities Section 6 - Prosecution, Progress, and Acceptance of the Work Section 7 - Responsibilities of the Contractor Section 8 - Facilities for Agency Personnel Section 9 - Measurement and Payment Section 10 - Construction Details • PART IV--APPENDICES GAVemW'oleGa\Ssn Juan Cepis"no%gh West Side Pipeline\Sped l=*wsNO3F-ptl0dac SPECIAL PROVISIONS February 2008 GENERAL CONTENTS APPENDIX-A Capistrano Valley Water District Standard Drawings W-1: 1"Service Installation W-5: 2"Construction Temporary Blowoff& Chlorination Assembly W-6: Residential Fire Hydrant Installation W-7: Commercial Fire Hydrant Installation W-8: Trench Section & Pipe Bedding Details W-9: Valve Stem Extension W-11: 2" Blow-Off W12: State Health Department Exceptions to Basic Separation W-13:Valve &Valve Box Installation W-16:Air&Vacuum Relief Valve Assembly W22: Hot Tap Connection APPENDIX- B City of San Juan Capistrano Standard Specifications APPENDIX—C Caltrans Permit Requirements APPENDIX—D Caltrans Stormwater Pollution Control Plan fM1eiR G.\Vern\PrcjeM\Sen Juan Ceplstranc High West Side PipelinelspeccafflMS sF�aMD.doc SPECIAL PROVISIONS February moe GENERAL CONTENTS CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION PART I - BIDDING AND CONTRACTUAL DOCUMENTS AND FORMS RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 • Notice Inviting Bids Instructions to Bidders Bid Forms Bid (Proposal) Bid Schedule List of Subcontractors Non-Collusion Affidavit Bidder's General Information Bid Bond (Bid Security Form) Agreement and Bonds Agreement Form Worker's Compensation Certificate Performance Bond Payment Bond Certificate of Insurance • Xa Uu m.ax CONTENTS FMmary 2008 PART] is CITY OF SAN JUAN CAPISTRANO NOTICE INVITING BIDS RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 N-1. NOTICE IS HEREBY GIVEN that sealed bids for the Recycled Water pipeline Project, Recycled Water Pressure Reducing Station Project, and High West Side Pipeline Replacement Project will be received at the Office of the City Clerk of the City of San Juan Capistrano, California, until 2:00 pm on March 3, 2008 at which time they will be opened and read aloud. N-2 DESCRIPTION OF THE WORK: The Work comprises the construction of a 24-inch recycled water pipeline in Junipero Serra Road and Rancho Viejo Road, a 16-inch domestic water pipeline in Del Obispo Street from Blue Fin Drive to Alipaz Street, 8-inch to 12-inch domestic waterlines in residential streets near Del Obispo Street and Palo Alto, pipe abandonments, a metering facility, and a pressure reducing facility. • N-3 LOCATION OF THE WORK: The Work to be constructed is located in Junipero Serra Road between Camino Capistrano and Rancho Viejo Road, RanchoViejo Road between Junipero Serra and Mission Hills Drive, Del Obispo Street between Blue Fin Drive and Alipaz Street, Palo Alto, Blue Fin Drive, Dana Mesa Drive, Westborne Drive, Paseo De La Paz, and Calle Aspero in the Cities of San Juan Capistrano, CA and Dana Point, CA. N-4 COMPLETION OF THE WORK: Time is of the essence. All work must be completed within 120 working days after the date specified in the Notice to Proceed. Liquidated damages will be assessed as set forth in the Agreement for failure to meet the specified completion date. The project schedule includes an early completion milestone as follows: Complete all pipeline and appurtenance construction, testing, backfilling, and surface restoration in the Del Obispo Street right-of-way from Blue Fin Drive to Alipaz Street and in the Junipero Serra Road right-of-way from Camino Capistrano to Rancho Viejo Road by August 1, 2008. Begin construction no later than May 5,2008. The work area described for early completion must be completed in advance of a street repair and paving project in order to avoid forfeiting Federal Highway grant funds and significant financial loss to the City. • FORM U-032 NOTICE INVITING BIDS 05UFecr-0ueryzoN PAGE 1 N-5 OWNER SUPPLIED MATERIALS 5.1 General (a) The City is executing a procurement contract with a vendor for early procurement of certain items to be used in the Work. Items to be pre-purchased by the City will be provided to the Contractor at no cost for installation on the Project. Any pre-purchased materials not installed as part of this Contract remain the property of the City and will be returned to the City utilities yard and unloaded at the City's direction upon completion of the Project. (b) Bidders hereunderwill be required to accept delivery of said pre-purchased materials from the City, whereupon the Contractor will be wholly responsible under the contract for storage, safety, security, installation and protection of materials until such materials are installed or returned to the City. Bids shall include all costs required to fulfill the contractual responsibilities described above. (c) Each bidder shall include as a part of its bid, all costs of loading, unloading, handling, storing,transporting to and from the job site, installing of said supplied items,and delivering unused items to the City utilities yard. Copies of the materials purchase order from the City to the vendor is included in the Special Provisions Appendix for the bidder's information. All costs thereon shall be factored into the bid for construction. (d) Pre-purchase of materials by the City is being done to facilitate early initiation of construction work in the areas covered under the early completion milestone. The Contractor is responsible to perform a complete materials take-off, identify any materials not included in the pre-purchase order,and order any missing materials in a timely manner to avoid impacting the Project completion schedules. N-6 AWARD OF CONTRACT: (a) The City reserves the right after opening bids to reject any or all bids, to waive any informality (non-responsiveness) in a bid, or to make award to the lowest responsive, responsible bidder and reject all other bids, as it may best serve the interest of the City. (b) As a condition of award, the successful bidder will be required to submit payment and performance bonds and insurance in an amount of 100 percent of the contract price. N-7 BID SECURITY: Each bid shall be accompanied by a certified or cashier's check or Bid Bond in the amount of 10 percent of the total bid price, payable to the City of San Juan Capistrano N-8 BIDS TO REMAIN OPEN: The Bidder shall guarantee the total Bid price for a period of 60 calendar days after the date of Bid opening. N-9 CONTRACTOR'S LICENSE CLASSIFICATION: The Contractor shall possess a valid Class A Contractor license at the time of submitting bids. N-10 CALIFORNIA WAGE RATE REQUIREMENTS: The Contractor shall pay the general prevailing rate of per diem wages as determined by the Director of the Department FORM U-033 NOTICE INVITING BIDS Febmary 2W8 PAGE 2 of Industrial Relations of the State of California for the locality where the work is to be • performed.A copy of said wage rates is on file at the office of the City. The Contractor and any subcontractors shall pay not less than said specified rates and shall post a copy of said wage rates at the project site. N-11 RETAINAGE FROM PAYMENTS: The Contractor may elect to receive 100 percent of payments due under the Contract Documents from time to time,without retention of any portion of the payment by the City, by depositing securities of equivalent value with the City in accordance with the provisions of Section 22300 of the Public Contract Code. N-12 PRE-BID VISIT TO WORK SITE: Prospective bidders are required to attend a pre- bid walk through of the proposed work site and existing facilities which will be conducted by the City at 10:00 am on February 19, 2008. Failure to participate in the pre-bid walk through will disqualify a bidder as non-responsive. N-13 EXISTING GEOTECHNICAL REPORT (a) The Bidder's attention is directed to the fact that a report was prepared for Psomas, 3187 Red Hill Avenue, Suite 250, Costa Mesa, CA 92626, by Ninyo&Moore Geotechnical and Environmental Sciences Consultants, 475 Goddard,Suite 200, Irvine, California 92618, entitled "Geotechnical Evaluation, High West Side Pipeline Replacement Project,San Juan Capistrano, California," dated February 8, 2008. (b) A copy of the above-listed report is available for inspection by prospective Bidders • at the offices of the Department of Public Works, City of San Juan Capistrano,32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (d) Said report is made available for inspection for the convenience of the bidders only, and the City of San Juan Capistrano disclaims any responsibility for their contents. All statements, findings, and interpretations in said report are those of Ninyo & Moore. The City of San Juan Capistrano makes no interpretations nor representations as to the accuracy of said report. Said report is not a part of the Contract Documents,and all bidders shall make their own interpretations as to the conditions existing at the proposed site. N-14 OBTAINING OR INSPECTING CONTRACT DOCUMENTS: (a) Contract Documents may be inspected without charge at the Department of Public Works, 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. (b)Complete sets of said Contract Documents may be purchased at$60 dollars per set and are obtainable from the office of the Department of Public Works, 34200 Paseo Adelanto, San Juan Capistrano, CA 92675. No refund will be made of any charges for sets of Contract Documents. (c)An additional fee of$20 will be charged for sets of documents sent by mail. N-15 ADDRESS AND MARKING OF BIDS: The envelope enclosing the Bid shall be sealed and addressed to the City of San Juan Capistrano, and shall be delivered or mailed • to the City Clerk at 32400 Paseo Adelanto, San Juan Capistrano, CA 92675. The envelope FORM U-0U NOTICE INVITING BIDS FeeuUbr-0zo809'� FPAGE 3 shall be plainly marked in the upper left hand corner with the name and address of the Bidder and shall bear the words "Bid For......"followed by the Project title date and hour of opening Bids. The certified or cashier's check or Bid Bond shall be enclosed in the same envelope with the Bid. BY ORDER OF THE CITY OF SAN JUAN CAPISTRANO Date CITY OF SAN JUAN CAPISTRANO By Meg Monahan, CMC City Clerk FORM U-032 NOTICE INVITING BIDS Feb ary2008°` PAGE 4 • CITY OF SAN JUAN CAPISTRANO INSTRUCTIONS TO BIDDERS 1. DEFINED TERMS-Terms used in these Instructions to Bidders and the Notice Inviting Bids and not defined herein shall have the meanings assigned to them in the General Conditions. The term"Bidder"shall mean one who submits a Bid directly to the City,as distinct from a sub-bidder,who submits a Bid to a Bidder. The term"Engineer"shall be as defined in the General Conditions or Supplementary General Conditions. 2. COMPETENCY OF BIDDERS-Except as otherwise provided under Public Contract Code§20103.5, no Bid for the Work will be accepted from a contractor who does not hold a valid contractor's license in the State of California for the classifications named in the Notice Inviting Bids at the time of opening Bids. 3. DISQUALIFICATION OF BIDDERS - More than one Bid from an individual, firm, partnership, corporation,or association under the same or different names will not be considered. If the City believes that any Bidder is interested in more than one Bid for the Work contemplated, all Bids in which such Bidder is interested will be rejected. If the City believes that collusion exists among the Bidders,all Bids will be rejected. 4. BIDDER'S EXAMINATION OF CONTRACT DOCUMENTS AND THE SITE-(a)It is the responsibility of each Bidder before submitting a Bid to examine the Contract Documents thoroughly;visit the site to become familiar with local conditions that may affect cost, progress, or performance of the Work; consider federal, state, and local laws and regulations that may affect cost, progress, or performance of the Work;study and carefully correlate the Bidder's observations with the Contract Documents; and notify the Engineer of all conflicts, errors, or discrepancies noted in the Contract Documents. (b)Reference is made to the Supplementary General Conditions for identification of those reports of • explorations and tests of subsurface conditions at the site which may have been utilized by the Engineer in the preparation of the Contract Documents. However,such reports are NOT a part of the Contract Documents. The interpretation of such technical data, including any interpolation or extrapolation thereof,together with non-technical data, interpretations, and opinions contained therein or the completeness thereof is the responsibility of the Bidder. (c)Copies of such reports and drawings will be made available for inspection by the City to any Bidder upon request. Those reports and drawings are NOT part of the Contract Documents, but any technical data contained therein upon which the Bidder is entitled to rely is limited to that set forth in the Supplementary General Conditions. (d)Subject to the provisions of Section 4215 of the California Government Code,information and data reflected in the Contract Documents with respect to underground utilities at or contiguous to the site is based upon information and data furnished to the City and the Engineer by the.owners of such underground utilities or others, and the City does not assume responsibility for the accuracy or completeness thereof unless it is expressly provided otherwise in the Supplementary General Conditions. (e)Provisions concerning responsibilities for the adequacy of data furnished to prospective Bidders on subsurface conditions, underground utilities and other physical conditions, and possible changes in the Contract Documents due to differing conditions appear in the Specifications and Supplementary General Conditions. (f)Before submitting a Bid,each Bidder must,at Bidder's own expense,make or obtain any additional examinations and investigations which pertain to the physical conditions (surface, subsurface, and underground utilities)at or contiguous to the site or otherwise which may affect cost,progress,or performance of the Work and which the Bidder deems necessary to determine its Bid for performing the Work in accordance with the time, price,and other terms and conditions of the Contract Documents. (g)Where feasible, upon request in advance, the City will provide each Bidder access to the site to • conduct such investigations and tests as each Bidder deems necessary for submittal of a Bid. The Bidder FORMU-101 INSTRUCTIONS TO BIDDERS 0eU-101i g.d SPECIAL PROVISIONS-PAGE 1 2008 Febrvary shall fill all exploration and test holes made by the Bidder and shall repair damage,clean up,and restore the site to its former condition upon completion of such exploration. (h)The lands upon which the Work is to be performed,the rights-of-way and easements for access thereto, and other lands designated for use by the Contractor in performing the Work are identified in the Contract Documents. All additional lands and access thereto required for temporary construction facilities or storage of materials and equipment are to be provided by the Contractor. Easement for permanent structures or permanent changes in existing structures will be obtained and paid for by the City unless otherwise provided in the Contract Documents. (i)The submittal of a Bid will constitute an incontrovertible representation by the Bidder that the Bidder has complied with every requirement of this Article;that without exception the Bid is premised upon performing the Work required by the Contract Documents and such means, methods, techniques, sequences, or procedures of construction as may be indicated in or required by the Contract Documents; and that the Contract Documents are sufficient in scope and detail to indicate and convey understanding of all the terms and conditions for performance of the Work. 5. INTERPRETATIONS-All questions about the meaning or intent of the Contract Documents are to be directed to the Engineer. Interpretations or clarifications considered necessary by the Engineer in response to such questions will be resolved by the issuance of Addenda mailed, FAXed, or delivered to all parties recorded by the Engineer or the City as having received the Contract Documents. Questions received less than 7 days prior to the date of opening Bids may not be answered. Only questions that have been resolved by formal written Addenda will be binding. Oral and other interpretations or clarifications will be without legal or contractual effect. 6. BID SECURITY, BONDS, AND INSURANCE - Each Bid shall be accompanied by a certified or cashier's check or approved Bid Bond in the amount stated in the Notice Inviting Bids. Said check or bond shall be made payable to the City and shall be given as a guarantee that the Bidder,if awarded the Work,will enter into an Agreement with the City and will furnish the necessary insurance certificates,Payment Bond,and Performance Bond. Each of said bonds and insurance certificates shall be in the amounts stated in the General and Supplementary Conditions of the Contract.In case of refusal or failure of the successful Bidder to enter into said Agreement, the check or Bid Bond,as the case may be,shall be forfeited to the City pursuant to the provisions of Public Contract Code Section 20174. If the Bidder elects to furnish a Bid Bond as its security,the Bidder shall use the Bid Bond form bound herein, or one conforming substantially to it in form. 7. RETURN OF BID SECURITY-Within 14 days after award of the Contract,the City will return all bid securities accompanying such of the Bids that are not considered in making the award. All other Bid securities will be held until the Agreement has been finally executed. They will then be returned to the respective Bidders whose Bids they accompany. 8. BID FORM-The Bid shall be made on the Bid Schedule sheets bound herein be removed frem the bound ve'wme. Unless otherwise provided in the Notice Inviting Bids,in the event there is more than one Bid Schedule, the Bidder may Bid on any individual schedule or on any combination of schedules. All bid items shall be properly filled out. Where so Indicated in the Bid Documents, Bid price shall be shown in words and figures,and any conflict between the words and figures,the words shall govern.The envelope enclosing the sealed bids shall be plainly marked in the upper left-hand corner with the name and address of the Bidder and shall bear the words"BID FOR,"followed by the title of the Contract Documents for the Work, the name of the "CITY OF SAN JUAN CAPISTRANO," the address where the bids are to be delivered or mailed to,and the date and hour of opening of bids. The Bid Security shall be enclosed in the same envelope with the Bid. 9. SUBMITTAL OF BIDS-The Bids shall be delivered by the time and to the place stipulated in the Notice Inviting Bids. It is the Bidder's sole responsibility to see that its Bid is received in proper time. Bids will not be accepted after the appointed time for opening of bids, no matter what the reason. 10. DISCREPANCIES IN BIDS-In the event that there is more than one Bid Item in the Bid Schedule,the Bidder shall furnish a price for all Bid Items in the schedule, and failure to do so will render the Bid as non-responsive and may cause its rejection. In the event that there are unit price Bid Items in a Bid Schedule FORMU-101 INSTRUCTIONS TO BIDDERS Fabruarym20M SPECIAL PROVISIONS-PAGE 2 • and the"amount"indicated for a unit price Bid Item does not equal the product of the unit price and quantity listed, the unit price shall govern and the amount will be corrected accordingly, and the Contractor shall be bound by such correction, subject to the provisions of Section 5100 at seq. of the California Public Contract Code. In the event that there is more than one Bid Item in a Bid Schedule and the total indicated for the schedule does not agree with the sum of prices Bid on the individual items, the prices bid on the individual items shall govern and the total for the schedule will be corrected accordingly, and the Contractor shall be bound by said correction,subject to the provisions of Section 5100 at seq. of the California Public Contract Code. 11. QUANTITIES OF WORK-(a)The quantities of work or material stated in unit price items of the Bid are supplied only to give an indication of the general scope of the Work; the City does not expressly or by implication agree that the actual amount of work or material will correspond therewith. (b) In the event of an increase or decrease in a bid item quantity of a unit price contract, the total amount of work actually done or materials or equipment furnished shall be paid for according to the unit prices established for such work under the Contract Documents;provided,that on unit price contracts,increases of more than 25 percent,decreases of more than 25 percent,and eliminated items shall be adjusted as provided in the General and Supplementary General Conditions of the Contract. 12. WITHDRAWAL OF BID-The Bid may be withdrawn by the Bidder by means of a written request, signed by the Bidder or it's properly authorized representative. Such written request must be delivered to the place stipulated in the Notice Inviting Bids prior to the scheduled closing time for receipt of Bids. 13. MODIFICATIONS AND UNAUTHORIZED ALTERNATIVE BIDS - Unauthorized conditions, limitations, or provisos attached to the Bid will render it informal and will cause its rejection as being non-responsive. The completed Bid forms shall be without interlineation,alterations,or erasures. Alternative Bids will not be considered unless expressly called for in the Notice Inviting Bids. Oral, FAX,telegraphic, or telephone Bids or modifications will not be considered. • 14. LIQUIDATED DAMAGES - Provisions for liquidated damages, if any, shall be as set forth in the Agreement and the provisions of the General and Supplementary General Conditions. 15. SUBSTITUTE OR"OR-EQUAL"ITEMS-The Work,if awarded,will be on the basis of materials and equipment described in the Drawings or specified in the Specifications without consideration of possible substitute or"or-equal"items. Whenever it is indicated in the Drawings or specified in the Special Provisions that a substitute or"or-equal" item of material or equipment may be furnished or used by the Contractor if acceptable to the Engineer,application for such acceptance may be considered by the Engineer pursuant to the provisions of Public Contract Code Section 3400 (Fey 4998). The procedure for submittal of any such application by the Contractor and consideration by the Engineer shall be as specked in the Specifications or Special Provisions. 16. AWARD OF CONTRACT - Award of Contract, if it is awarded, will be to the lowest responsive, responsible bidder. 17. EXECUTION OF AGREEMENT - The Bidder to whom award is made shall execute a written Agreement with the City on the form of agreement provided, shall secure all insurance, and shall furnish all certificates and bonds required by the Contract Documents within 15 calendar days after receipt of the Agreement forms from the City. Failure or refusal to enter into an Agreement as herein provided or to conform to any of the stipulated requirements in connection therewith shall be just cause for an annulment of the award and forfeiture of the Bid Security. If the lowest responsive,responsible bidder refuses or fails to execute the Agreement, the City may award the Contract to the second lowest responsive, responsible Bidder. If the second lowest responsive,responsible Bidder refuses or fails to execute the Agreement,the City may award the Contract to the third lowest responsive, responsible Bidder. On the failure or refusal of such second or third lowest Bidder to execute the Agreement, each such bidder's Bid Securities shall be likewise forfeited to the City. • FORM U-101 INSTRUCTIONS TO BIDDERS 061J-101mx.d« SPECIAL PROVISIONS-PAGE 3 F.b se 2006 18. WORKER'S COMPENSATION REQUIREMENT-The Bidder should be aware that in accordance with laws of the State of California,the Bidder will,if awarded the Contract,be required to secure the payment of compensation to its employees and execute the Worker's Compensation Certification. END OF INSTRUCTIONS TO BIDDERS- FORMU-101 INSTRUCTIONS TO BIDDERS Ffiebmmy 2008 SPECIAL PROVISIONS-PAGE 4 BID DOCUMENTS Only the following listed documents, identified in the lower right corner as "Bid Forms"and reproduced on colored paper,shall be fully executed and submitted with the Bid at the time of opening of Bids. • Bid (Proposal) Bid Schedule(s) List of Subcontractors Non-collusion Affidavit Bid Bond (Bid Security Form) Bidder's General Information Failure of a Bidder to fully execute and submit all of the listed documents with the Bid will render a Bid as non-responsive and subject to rejection. • BIC Cr COVER SHEET Feer 22008 BID FORMS • BID This is EXHIBIT A wnsisting of one page,referred tD In and made a part of the Agreement between the OWNER BID TO: CITY OF SAN JUAN CAPISTRANO, CALIFORNIA and the CONTRACTOR. The undersigned Bidder proposes and agrees,if this Bid is accepted,to enter into an Agreement with the City in the form included in the Contract Documents (as defined in Article 4 of the Agreement)to perform the Work as specified or indicated in said Contract Documents entitled: RECYCLED WATER PIPELINE PROJECT CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO.786 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO.793 Bidder accepts all of the terms and conditions of the Contract Documents,including without limitation those in the Notice Inviting Bids and the Instructions to Bidders dealing with the disposition of the Bid Security. This Bid will remain open for the period stated in the Notice_Inviting Bids,unless otherwise required by law. Bidder will enter into an Agreement within the time and in the manner required in the Instructions to Bidders,and will furnish the insurance certificates, Payment Bond,Performance Bond,and all Permits required by the Contract Documents. Bidder has examined copies of all the Contract Documents,including the following Addenda(receipt of which is hereby acknowledged): Number Date • Number Date Number Date Number Date Bidder has familiarized itself with the nature and extent of the Contract Documents,the Work,the site,the locality where the Work is to be performed,the legal requirements(federal,state,and local laws,ordinances,rules,and regulations), and the conditions affecting cost,progress,or performance of the Work,and has made such independent investigations as Bidder deems necessary. In conformance with the current statutory requirements of California Labor Code Section 1860,at seq.,the undersigned confirms the following as its certification: I am aware of the provisions of Section 3700 of the Labor Code,which require every employer to be insured against liability forworker's compensation,or to undertake self-insurance in accordance with the provisions, before commencing the performance of the Work of this Contract. To all the foregoing,and including all Bid Schedule(s),List of Subcontractors,Non-collusion Affidavit,Bidder's General Information,and Bid Bond contained in these Bid Fortes,said Bidder further agrees to complete the Work required under the Contract Documents within the Contract Time stipulated in said Contract Documents,and to accept in full payment therefor the Contract Price based on the Lump Sum or Unit Bid Price(s) named in the aforementioned Bidding Schedule(s). Dated: Bidder. By: (Signature) Title: • FORM U-X0 BID(PROPOSAL) Fe ery2008 BID FORMS-PAGE 1 BID SCHEDULE RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO,785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price GENERAL ITEMS 1 Mobilization/Demobilization,Permits,Bonds, Lump Sum Allowance $100,000.00 Insurance and Construction Scheduling 2 Traffic Control and Regulation 1 LS $_ $ 3 Erosion and Sedimentation Control,SWPPP 1 LF $_ $ 4 Record Drawings Lump Sum Allowance $10,000.00 5 Demobilization 1 LS $_ $ RECYCLED WATER PIPELINE PROJECT-CIP NO.755 Provide sheeting, shoring,and bracing for $ 6 excavations,or equivalent method conforming to 1 LS $_ applicable safety orders 7 Perform potholing and survey of existing Utilities 1 LS $_ $ Furnish and Install 24-inch dia.PVC pipe,C905, Class 235,including bends,fittings,thrust blocks, 8 trenching, backfill, compaction,and 3,330 LF $— $ appurtenances-Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install temporary end-offline pipe cap 9 -Install Owner supplied materials as listed in the 1 Each $_ $ Special Provisions Appendix 10 Furnish and install 4-inch dia.blowoff/drain 1 Each $_ $ 11 Furnish and install 2-inch airlvacuum valve 1 Each $_ $ Furnish and install recycled waterline connection, 12 including pipe,valves,fittings,thrust blocks, 1 LS $_ $ couplings,trenching,and backfill at STA 43+30+/- Perform all street, pavement,and surface restoration, including base removal/replacement, 13 pavement removal/replacement,grinding, 17,000 SF $_ $ capping,striping,and traffic control loop replacement 14 Replace Traffic Loops 1 LS $_ $ 15 Perform hydrostatic testing of pipe per City 1 LS $_ $ Standard Specifications Name of Bidder or Firm FORM U-302 UNIT PRICE UNIT PRICE BID SCHEDULE Febwsu 2008 BID FORMS-PAGE 2 This is Page 2 of EXHIBIT B consisting of 4 pages,referred to in and made a part of the AGREEMENT between the OWNER and the • CONTRACTOR BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quantity Price RECYCLED WATER PRESSURE REDUCING STATION PROJECT—CIP NO.785 Provide shoring,sheeting,and bracing for 16 excavations,or equivalent method conforming to 1 LS $_ $ applicable safety orders 17 Perform potholing and survey of existing utilities 1 LS $_ $ Furnish and install recycled waterline connections 18 including,tee and valve assemblies, pipe,fittings, 1 LS $_ $ valves,and thrust blocks between existing recycled waterline and vault Perform all site work, including demolition, base and finish paving,streettpavementtsurface 19 restoration,base removal/replacement, pavement 1 LS $_ $ removal/replacement,grinding,capping,striping, curb and gutter,and grading Furnish and install pre-cast concrete pressure 20 reducing station vault and equipment including 1 LS $_ $ • pressure reducing valves,piping,fittings,and appurtenances 21 Furnish and install vault and site electrical work 1 LS $_ $ and SDG&E electrical service HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT—CIP NO.793 Provide shoring,sheeting,and bracing for 22 excavations,or equivalent method conforming to 1 LS $_ $ applicable safety orders 23 Perform potholing and survey of existing utilities 1 LS $_ $ Fumish and install 16-inch dia. PVC pipe,C905, Class 235, Including bends,fittings,thrust blocks, 24 trenching,backfill,compaction,and 7,264 LF $_ $ appurtenances—Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 12-inch dia. PVC pipe,C900, Class 200,including bends,fittings,thrust blocks, 25 trenching, backfill, compaction,and 5,469 LF $_ $ appurtenances—Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install 8-inch dia. PVC pipe, C900, Class 200, including bends,fittings,thrust blocks, 26 trenching, backfill,compaction,and 700 LF $_ $ appurtenances—Install Owner supplied materials as listed in the Special Provisions Appendix • Name of Bidder or Finn FORM U- 02 UNIT PRICE UNIT PRICE BID SCHEDULE OOU-302y 2.d _2 BID FORMS-PAGE 3 This is Page 3 of EXHIBIT B consisting of 4 pages,referred to in and made apart of the AGREEMENT between the OWNER and the CONTRACTOR BID SCHEDULE - (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No. Quanthy Price Furnish and install 4-inch dia.blowoff/drain— 27 Install Owner supplied materials as listed in the 5 Each $_ $ Special Provisions Appendix 28 Furnish and install 2-inch dia.blowoff/drain per 6 Each $_ $ City Standard Drawing 29 Furnish and install 2-inch air/vacuum valve per 8 Each $_ $ City Standard Drawing 30 Furnish and install 1-inch air/vacuum valve per 5 Each $_ $ City Standard Drawing Furnish and install domestic waterline tee and valve assemblies,including pipe,valves,fittings, 31 thrust blocks,couplings,trenching,and backfill — 1 LS $_ $ Install Owner supplied materials as listed in the Special Provisions Appendix Furnish and install domestic waterline connections,including pipe,valves,fittings,thrust 32 blocks, couplings,trenching,and backfill —Install 1 LS $_ $ Owner supplied materials as listed in the Special Provisions Appendix Perform all street, pavement,and surface restoration,including base removal/replacement, 33 pavement removallreplacement,grinding, 45,500 SF $_ $ capping,and striping in the City of San Juan Capistrano right-of-way,excluding Del Obispo Street from Paseo Terrazza to Allpaz Street Perform all street, pavement,and surface restoration,including base removal/replacement, 34 and pavement removal/replacement in Del Obispo 5,100 SF $_ $ Street from Paseo Terrazza to Alipaz Street in the City of San Juan Capistrano right-of-way Perform all street, pavement,and surface restoration, including base removaUreplacement, 35 and pavement removal/replacement in the City of 6,500 SF $_ $ Dana Point right-of-way or per City of Dana Point requirements Perform all grinding,and AC finish paving,and 36 striping in the City of Dana Point right-of-way or 68,500 SF $_ $ per City of Dana Point requirements 37 Remove and replace PCC driveways 2 EA $_ $ 38 Traffic loops replacement 1 LS $_ $ Name of Bidder or Finn r FORM U-302 UNR PRICE UNIT PRICE BID SCHEDULE Febwary 20 s°` 3 BID FORMS-PAGE 4 This is Page 4 of EXHIBIT B consisting of 4 pages,referred to in and made a part of the AGREEMENT between the OWNER and the CONTRACTOR • BID SCHEDULE (Continued) RECYCLED WATER PIPELINE PROJECT-CIP NO.755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT-CIP NO.785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT-CIP NO.793 Item Description Estimated Unit Unit Amount No, Quantity Price Furnish and install precast concrete metering and 39 pressure reducing vault and equipment including 1 LS $_ $ meter,valves,piping,fittings,drain,surface repair,and appurtenances 40 Construct domestic waterline abandonments at 1 LS $_ $ the locations shown on the Plans 41 Furnish and install 1-inch domestic water services 2 Each $_ $ per City Standard Drawing 42 Furnish and install 6"resilient wedge gate valves 1 Each $_ $ per City Standard Drawing 43 Furnish and install 8"resilient wedge gate valves 2 Each $_ $ per City Standard Drawing 44 Furnish and install 12"resilient wedge gate valves 3 Each $_ $ per City Standard Drawing 45 Perform hydrostatic testing of pipe per City 1 LS $_ $ • Standard Specifications 46 Perform disinfection and flushing of domestic 1 LS $_ $ waterline per City Standard Specifications TOTAL OF ALL ITEMS OF THE BID SCHEDULE: (Price in figures) (Price in words) QUANTITIES OF WORK: The quantities of work or material stated in the unit price items of the Bid Schedule are supplied only to give an indication of the general scope of the Work. The City of San Juan Capistrano does not expressly nor by implication agree that the actual amounts of work or material will correspond therewith, and reserves the right after award to increase or decrease the quantity of any unit price bid item,by an amount up to 25 percent of increase or decrease,without a change in the unit prices, and shall have the right to delete any bid item in its entirety,and receive full credit in the amount shown in the Bid Schedule for the deleted item of Work. Name of Bidder or Firm • FORM U_W2 UNIT PRICE UNIT PRICE BID SCHEDULE M4102-Feb.:ry 2008-' - BID FORMS-PAGE 5 • INFORMATION REQUIRED OF BIDDER LIST OF SUBCONTRACTORS As required under Section 4100,at seq.,of the Public Contract Code,the Bidder shall list below the name and business address of each subcontractor who will perform Work under this Bid in excess of one-half of one percent of the Contractor's Total Bid Price,and shall also list the portion of the Work which will be done by such subcontractor. After the opening of Bids,no changes or substitutions will be allowed except as otherwise provided by law. The listing of more than one subcontractor for each Item of Work to be performed with the words"and/or"will not be permitted. Failure to comply with this requirement will render the Bid as non-responsive and may cause its rejection. Contractor's License Work to be Performed Number Subcontractors Name&Address 1 2 3 • 4 5 6 7 8 • Foam U4X LIST OF SUBCONTRACTORS F�wsry 2008 BID FORMS-PAGE 4 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID State of California ) ss. County of ) I, being first duly sworn,deposes and says that he or she is of 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. Bidder By Title Organization Address FORM U-080 NON-COLLUSION AFFIDAVIT Febmery 2008 BID FORMS-PAGE 5 • BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, as PRINCIPAL, and as SURETY, hereinafter called Surety, are held and firmly bound unto the CITY OF SAN JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated March 3, 2008 for the construction of: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • CIP NO. 793 for the City of San Juan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shall, within fifteen (15) days after the agreement has. been presented to him for execution, enter into a written contract with the City in accordance with the bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and effect. Further, as a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. • BB-1 Executed this day of 20at California. Principal By: Title: Surety By: Title: (Notarization and Seal) Approved as to form: Omar Sandoval, City Attorney BB-2 • BIDDER'S GENERAL INFORMATION The Bidder shall furnish the following information. Failure to complete all Items will cause the Bid to be non-responsive and may cause its rejection. 1. BIDDER/CONTRACTOR'S Name and Street Address: 2. CONTRACTOR'S Telephone Number:( ) Facsimile Number: ( ) E-mail address 3. CONTRACTOR'S License: Primary Classification State License Number(s) Supplemental License Classifications 4. Surety Company and Agent who will provide the required Bonds on this Contract: Name of Surety • Address Surety Company Agent Telephone Numbers: Agent( ) Surety( ) 5. Type of Firm (Individual, Partnership or Corporation): 6. Corporation organized under the laws of the State of: 7. List the names and addresses of the principal members of the firm or names and titles of the principal officers of the corporation or firm: • FORM U�20 BIDDER'S GENERAL INFORMATION 13U42WaAw BID FORMS-PAGE 8 February 2009 BIDDER'S GENERAL INFORMATION (Continued) 8. Number of years experience as a contractor in this specific type of construction work:_ 9. List at least three related projects of comparable size and complexity completed to date: 1. Owner Address Contact Class of work Phone Contract amount Project(_) Date completed 2. Owner Address Class of work Contact Contract amount Phone Date completed Project( ) 3. Owner Address Class of work Contact Contract amount Phone Date completed Project 10. List the name and title of the person who will supervise full-time the proposed work for your firm:_ 11. Is full-time supervisor an employee_contract services_? 12. A financial statement or other information and references sufficiently comprehensive to permit an appraisal of your current financial condition may be required by the Engineer. FOu<20 - BIDDER'S GENERAL INFORMATION 13u4201nro.doc BID FORMS-PAGE 9 February 2008 • CONSTRUCTION CONTRACT THIS CONTRACT is made and entered into, to be effective, this day of , 2008, by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "City," and , hereinafter referred to as "Contractor." City and Contractor mutually agree as follows: Section 1. General Conditions. Contractor certifies and agrees that all the terms, conditions and obligations of the Contract Documents as hereinafter defined, the location of the job site, and the conditions under which the work is to be performed have been thoroughly reviewed, and enters into this Contract based upon Contractor's investigation of all such matters and is in no way relying upon any opinions or representations of City. It is agreed that this • Contract represents the entire agreement between the parties. It is further agreed that the Contract Documents including the Notice Inviting Bids, Special Instructions to Bidders, if any, and Contractor's Proposal are incorporated in this Contract by reference, with the same force and effect as if the same were set forth at length herein, and that Contractor and its subcontractors, if any, will be and are bound by any and all of said Contract Documents insofar as they relate in any part or in any way, directly or indirectly, to the work covered by this Contract. "Project" as used herein defines the entire scope of the work covered by all the Contract Documents. Anything mentioned in the Specifications and not indicated in the Plans, or indicated in the Plans and not mentioned in the Specifications, shall be of like effect as if indicated and mentioned in both. In case of discrepancy in the Plans or Specifications, the matter shall be immediately submitted to City's Engineer, without whose decision Contractor shall not adjust said discrepancy save only at Contractor's • own risk and expense. The decision of the Engineer shall be final. CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT g-1 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT Section 2. Materials and Labor. Contractor shall furnish, under the conditions expressed in the Plans and Specifications, at Contractor's own expense, all labor and materials necessary, except such as are mentioned in the Specifications to be furnished by the City, to construct and complete the Project, in good workmanlike and substantial order. If Contractor fails to pay for labor or materials when due, City may settle such claims by making demand upon the surety to this Contract. In the event of the failure or refusal of the surety to satisfy said claims, City may settle them directly and deduct the amount of payments from the Contract price and any amounts due to Contractor. In the event City receives a stop notice from any laborer or material supplier alleging non-payment by Contractor, City shall be entitled to deduct all of its costs and expenses incurred relating thereto, including but not limited to administrative and legal fees. Section 3. Description of Project. The Project is described as: Recycled Water Pipeline Project — CIP No. 755, Recycled Water Pressure Reducing Station Project— CIP No. 785. and High West Side Pipeline Replacement Proiect, CIP No. 793 as delineated in the Plans and Specifications prepared by PSOMAS, dated February, 2008. Work to include: the underground placement of approximately 3,305 lineal feet of 24-inch diameter recycled water pipe from Camino Capistrano, along Junipero Serra Road to Rancho Viejo Road, and along Rancho Viejo Road to Mission Hills Drive; approximately 7,363 lineal feet of 16-inch domestic water pipe in Del Obispo Street from Blue Fin Drive to Calle Aspero; approximately 5,451 lineal feet of 12-inch domestic water pipe in Del Obispo Street and various residential streets in the City of San Juan Capistrano; approximately 824 lineal CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-2 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • feet of 8-inch domestic water pipe in Palo Alto, in the City of Dana Point; a meter vault in Palo Alto; a pressure reducing station vault in Rancho Viejo Road, and various pipe abandonment locations in the City of San Juan Capistrano. Section 4. Plans and Specifications. The work to be done is shown in a set of detailed Plans and Specifications entitled: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 Said Plans and Specifications and any revisions, amendments or addenda thereto are attached hereto and incorporated herein as part of this Contract and referred • to by reference. Section 5. Time of Commencement and Completion. Contractor agrees to commence the Project within ten (10) calendar days from the date set forth in the "Notice to Proceed" sent by City and shall diligently prosecute the work to completion within one-hundred twenty (120) working days from the date of the "Notice to Proceed" issued by the City excluding delays caused or authorized by the City as set forth in Sections 7, 8 and 9 hereof. Additionally, the contract includes an early completion milestone with liquidated damages for all pipeline and appurtenance construction, testing, backfilling, and surface restoration in the Del Obispo Street right-of-way from Blue Fin Drive to Alipaz Street and in the Junipero Serra Road right-of-way from Camino Capistrano to Rancho Viejo Road • by August 1, 2008. The work area described for early completion must be completed in CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-3 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT advance of a street repair and paving project in order to avoid forfeiting Federal Highway grant funds and significant financial loss to the City. Section 6. Time is of the Essence. Time is of the essence of this Contract. As required by the Contract Documents, Contractor shall prepare and obtain approval of all shop drawings, details and samples, and do all other things necessary and incidental to the prosecution of Contractor's work in conformance with an approved construction progress schedule. Contractor shall coordinate the work covered by this Contract with that of all other Contractors, subcontractors and of the City, in a manner that will facilitate the efficient completion of the entire work in accordance with Section 5 herein. City shall have complete control of the premises on which the work is to be performed and shall have the right to decide the time or order in which the various portions of the work shall be installed or the priority of the work of other subcontractors, and, in general, all matters representing the timely and orderly conduct of the work of Contractor on the premises. Section 7. Excusable Delays. Contractor shall be excused for any delay in the prosecution or completion of the Project caused by acts of God; inclement weather; damages caused by fire or other casualty for which Contractor is not responsible; any act, neglect or default of City; failure of City to make timely payments to Contractor; late delivery of materials required by this Contract to be furnished by City; combined action of the workers in no way caused by or resulting from default or collusion on the part of Contractor; a lockout by City; or any other delays unforeseen by Contractor and beyond Contractor's reasonable control. City shall extend the time fixed in Section 5 for completion of the Project by the number of days Contractor has thus been delayed, provided that Contractor presents a CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-4 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • written request to City for such time extension within fifteen (15) days of the commencement of such delay and City finds that the delay is justified. City's decision will be conclusive on the parties to this Contract. Failure to file such request within the time allowed shall be deemed a waiver of the claim by Contractor. No claims by Contractor for additional compensation or damages for delays will be allowed unless Contractor satisfies City that such delays were unavoidable and not the result of any action or inaction of Contractor and that Contractor took all available measures to mitigate such damages. Extensions of time and extra compensation as a result of incurring undisclosed utilities will be determined in accordance with Section C- 9(f) of the General Provisions. The City's decision will be conclusive on all parties to this Contract. Section 8. Extra Work. The Contract price includes compensation for all work performed by Contractor, • unless Contractor obtains a written change order signed by a designated representative of City specifying the exact nature of the extra work and the amount of extra compensation to be paid all as more particularly set forth in Section 9 hereof. City shall extend the time fixed in Section 5 for completion of the Project by the number of days reasonably required for Contractor to perform the extra work, as determined by City's Engineer. The decision of the Engineer shall be final. Section 9. Changes in Project. A. City may at any time, without notice to any surety, by written order designated or indicated to be a change order, make any change in the work within the general scope of the Contract, including but not limited to changes: 1) in the Specifications (including drawings and designs); 2) in the time, method or manner of performance of the work; 3) in the City-furnished facilities, equipment, materials, services or • site; or CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-5 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT 4) directing acceleration in the performance of the work. B. A change order shall also be any other written order (including direction, instruction, interpretation or determination) from the City which causes any change, provided Contractor gives the City written notice stating the date, circumstances and source of the order and that Contractor regards the order as a change order. C. Except as provided in this Section 9, no order, statement or conduct of the City or its representatives shall be treated as a change under this Section 9 or entitle Contractor to an equitable adjustment. D. If any change under this Section 9 causes an increase or decrease in Contractor's actual, direct cost or the time required to perform any part of the work under this Contract, whether or not changed by any order, the City shall make an equitable adjustment and modify the Contract in writing. Except for claims based on defective specifications, no claim for any change under paragraph (B) above shall be allowed for any costs incurred more than twenty (20) days before the Contractor gives written notice as required in paragraph (B). In the case of defective specifications for which the City is responsible, the equitable adjustment shall include any increased direct cost Contractor reasonably incurred in attempting to comply with those defective specifications. E. If Contractor intends to assert a claim for an equitable adjustment under this Section 9, it must, within thirty (30) days after receipt of a written change order under paragraph (A) or the furnishing of a written notice under paragraph (B), submit a written statement to the City setting forth the general nature and monetary extent of such claim. The City may extend the thirty (30) day period. Contractor may include the statement of claim in the notice under paragraph (B) of this Section 9. F. No claim by Contractor for an equitable adjustment shall be allowed if made after final payment under this Agreement. G. Contractor hereby agrees to make any and all changes, furnish the CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-6 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • materials and perform the work that City may require without nullifying this Contract. Contractor shall adhere strictly to the Plans and Specifications, unless a change there from is authorized in writing by the City. Under no condition shall Contractor make any changes to the Project, either in additions or deductions, without the written order of the City and the City shall not pay for any extra charges made by Contractor that have not been agreed upon in advance in writing by the City. Contractor shall submit immediately to the City written copies of its firm's cost or credit proposal for change in the work. Disputed work shall be perfonned as ordered in writing by the City and the proper cost or credit breakdowns therefore shall be submitted without delay by Contractor to City. H. If in the opinion of the City's Engineer, it is in the City's best interest and it is deemed necessary to proceed with a required change in the Contract Documents, and time precludes submittal of the Contractor's proposal or, thorough analysis of the • Contractor's proposal, or the parties fail to reach an agreement, the City may order the Contractor to proceed (Proceed Order) on the basis of a tentative, not to exceed price based on the best estimate available at the time, with the firm price and time impact to be determined later. If a Proceed Order is issued, the Contractor shall submit his proposal for the changes in the work within 7 calendar days of the Proceed Order, and a Change Order shall be negotiated and fully executed within 30 calendar days of the Proceed Order. Section 10. Liquidated Damaoes for Delay. The parties agree that if the total work called for under this Contract, in all parts and requirements, is not completed within the time specified in Section 5 plus the allowance made for delays or extensions authorized under Sections 7, 8 and 9, the City will sustain damage, which would be extremely difficult and impracticable to ascertain. The parties therefore agree that Contractor will pay to City the sum of Five Hundred • CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT 8-7 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT Dollars ($500) per day, as liquidated damages, and not as a penalty, for each and every calendar day during which substantial completion of the Project is so delayed. The parties additionally agree that Contractor will pay to City the sum of Five Thousand Dollars ($5,000) per day, as liquidated damages, and not as a penalty, for each and every working day during which completion of the work required for the early completion milestone portion of the Project is so delayed past the early milestone substantial completion date of August 1, 2008. Commencement of construction must begin no later than May 5, 2008. Contractor agrees to pay such liquidated damages and further agrees that City may offset the amount of liquidated damages from any monies due or that may become due Contractor under this Contract. Section 11. Contract Price and Method of Payment. City agrees to pay and Contractor agrees to accept as full consideration for the faithful performance of this Contract, subject to any subsequent additions or deductions as provided in approved change orders, the sum of as itemized on the attached Exhibit"A." Within thirty (30) days from the commencement of work, there shall be paid to the Contractor a sum equal to ninety percent (90%) of the value of the actual work completed plus a like percentage of the value of material suitably stored at the worksite, treatment plant or approved storage yards subject to or under the control of the City, since the commencement of the work as determined by the City. Thereafter, on a schedule issued by the City at the commencement of the job which shows a minimum of one payment made to the Contractor per month for each successive month as the work progresses and the request for payment due dates from the Contractor to meet the payment schedule, the Contractor shall be paid such sum as will bring the total payments received since the commencement of the work up to ninety percent (90%) of CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-8 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • the value of the work completed since the commencement of worts as determined by the City, less all previous payments, provided that the Contractor submits the request for payment prior to the end of the day required to meet the payment schedule. The City will retain ten percent (10%) of each approved progress payment until the Work is fifty percent (50%) complete. Then, the City may at its option suspend further retainage until the final progress payment. The City reserves the right to reinstate up to ten percent (10%) retainage of the total of the Work if the City determines, at its discretion, that the Contractor is not performing the Work satisfactorily, or there is other specific cause for such retainage. Payments shall be made on demands drawn in the manner required by law, accompanied by a certificate signed by the City's Engineer, stating that the work for which payment is demanded has been performed in accordance with the terms of the Contract, and that the amount stated in the certificate is due under the terms of the • Contract. Partial payments on the Contract price shall not be considered as an acceptance of any part of the work. Section 12. Substitution of Securities in Lieu of Retention of Funds. Pursuant to Public Contract Code Section 22300 et seq., the Contractor will be entitled to post approved securities with the City or an approved financial institution in order to have the City release funds retained by the City to insure performance of the Contract. Contractor shall be required to execute an addendum to this Contract together with escrow instructions and any other documents in order to effect this substitution. Section 13. Completion. Within ten (10) days after the contract completion date of the Project, Contractor shall file with the City's Engineer its affidavit stating that all workers and persons • employed, all firms supplying materials, and all subcontractors upon the Project have CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT &9 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT been paid in full, and that there are no claims outstanding against the Project for either labor or material, except those certain items, if any, to be set forth in an affidavit covering disputed claims, or items in connection with Stop Notices which have been filed under the provisions of the statutes of the State of California. City may require affidavits or certificates of payment and/or releases from any subcontractor, laborer or material supplier. Section 14. Contractor's Employees' Compensation. A. Davis-Bacon Act: Contractor will pay and will require all subcontractors to pay all employees on said Project a salary or wage at least equal to the prevailing rate of per diem wages as determined by the Secretary of Labor in accordance with the Davis-Bacon Act for each craft or type of worker needed to perform the Contract. The provisions of the Davis-Bacon Act shall apply only if the Contract is in excess of Two Thousand Dollars ($2,000.00) or when twenty-five percent (25%) or more of the Contract is funded by federal assistance. If the aforesaid conditions are met, a copy of the provisions of the Davis-Bacon Act to be complied with are incorporated herein as a part of this Contract and referred to by reference. B. General Prevailing Rate: City has ascertained from the State of California Director of Industrial Relations the general prevailing rate of per diem wages and the general prevailing rate for legal holiday and overtime work in the locality in which the work is to be performed for each craft or type of work needed to execute this Contract, and copies of the same are on file in the Office of the Engineer of City. The Contractor agrees that not less than said prevailing rates shall be paid to workers employed on this public works contract as required by Labor Code Section 1774 of the State of California. C. Forfeiture For Violation: CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-1 D RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • Contractor shall, as a penalty to the City, forfeit Fifty Dollars ($50.00) for each calendar day or portion thereof for each worker paid (either by the Contractor or any subcontractor under it) less than the prevailing rate of per diem wages as set by the Director of Industrial Relations, in accordance with Sections 1770-1780 of the California Labor Code for the work provided for in this Contract, all in accordance with Section 1775 of the Labor Code of the State of California. D. Travel and Subsistence Pay: Section 1773.8 of the Labor Code of the State of California, regarding the payment of travel and subsistence payments, is applicable to this Contract and Contractor shall comply therewith. E. Apprentices: Section 1777.5, 1777.6 and 1777.7 of the Labor Code of the State of California, • regarding the employment of apprentices, is applicable to this Contract and the Contractor shall comply therewith if the prime contract involves Thirty Thousand Dollars ($30,000.00) or more or twenty (20) working days, or more; or if contracts of specialty Contractors not bidding for work through the general or prime Contractor are Two Thousand Dollars ($2,000.00) or more or five (5)working days or more. F. Workday: In the performance of this Contract, not more than eight (8) hours shall constitute a day's work, and Contractor shall not require more than eight (8) hours of labor in a day from any person employed by him hereunder except as provided in paragraph (B) above. Contractor shall conform to Article 3, Chapter 1, Part 7 (Sections 1810 at seg.) of the Labor Code of the State of California and shall forfeit to the City as a penalty, the • sum of Twenty-five Dollars ($25.00) for each worker employed in the execution of this CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT 5-11 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT Contract by Contractor or any subcontractor for each calendar day during which any worker is required or permitted to labor more than eight (8) hours in any one calendar day and forty (40) hours in any one week in violation of said Article. Contractor shall keep an accurate record showing the name and actual hours worked each calendar day and each calendar week by each worker employed by Contractor in connection with the Project. G. Record of Wages: inspection: Contractor agrees to maintain accurate payroll records showing the name, address, social security number, work classification, straight-time and overtime hours worked each day and week, and the actual per diem wages paid to each journeyman, apprentice, worker or other employee employed by it in connection with the Project and agrees to require that each of its subcontractors does the same. All payroll records shall be certified as accurate by the applicable Contractor or subcontractor or its agent having authority over such matters. Contractor further agrees that its payroll records and those of its subcontractors shall be available to the employee or employee's representative, the Division of Labor Standards Enforcement, and the Division of Apprenticeship Standards and shall comply with all of the provisions of Labor Code Section 1776, in general. Section 15. Surety Bonds. Contractor shall, before entering upon the performance of this Contract, furnish bonds approved by the City Counsel — one in the amount of one hundred percent (100%) of the Contract price bid, to guarantee the faithful performance of the work, and the other in the amount of one hundred percent (100%) of the Contract price bid to CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-12 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • guarantee payment of all claims for labor and materials fumished. This Contract shall not become effective until such bonds are supplied to and approved by the City. Section 16. Insurance. A. Contractor is also aware of the provisions of Section 3700 of the Labor Code, which requires every employer to be insured against liability for Workers' Compensation or undertake self-insurance in accordance with the provisions of that Code and will comply with such provisions before commencing the performance of the work of this Contract. B. Contractor and all subcontractors will carry workers' compensation insurance for the protection of its employees during the progress of the work. The insurer shall waive its rights of subrogation against City, its officers, agents and • employees and shall issue a certificate to the policy evidencing same. C. Contractor shall at all times carry, on all operations hereunder, bodily injury, including death, and property damage liability insurance, including automotive operations, bodily injury and property damage coverage. All insurance coverage shall be in amounts specified by City in the Insurance Requirements and shall be evidenced by the issuance of a certificate in a form prescribed by the City and shall be underwritten by insurance companies satisfactory to City for all operations, subcontract work, contractual obligations, product or completed operations, all owned vehicles and non-owned vehicles. Said insurance coverage obtained by the Contractor, excepting workers' compensation coverage, shall name the City, its Directors, Officers, Agents, Employees, Engineers, and Consultants for this contract, and all public agencies from • CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-13 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT whom permits will be obtained and their Directors, Officers, Agents and Employees, as determined by the City, as additional insureds on said policies. D. Before Contractor performs any work at, or prepares or delivers materials to, the site of construction, Contractor shall furnish certificates of insurance evidencing the foregoing insurance coverages and such certificates shall provide the name and policy number of each carrier and policy and that the insurance is in force and will not be canceled without thirty(30)days' written notice to City. Contractor shall maintain all of the foregoing insurance coverages in force until the work under this Contract is fully completed. The requirement for carrying the foregoing insurance shall not derogate from the provisions for indemnification of City by Contractor under Section 17 of this Contract. Notwithstanding nor diminishing the obligations of Contractor with respect to the foregoing, Contractor shall subscribe for and maintain in full force and effect during the life of this Contract, the following insurance in amounts not less than the amounts specified and issued by a company admitted in California and having a Best's Guide Rating of A-Class VII or better: Worker's Compensation In accordance with the Workers' Compensation Act of the State of California -- Minimum of $1,000,000 Public Liability, in the form of either Comprehensive General $5,000,000, per occurrence, or Liability or Commercial General alternatively, Liability written on a per-occurrence $5,000,000 aggregate, separate basis for this project. Automobile liability, including $5,000,000 per occurrence non-owned and hired vehicles CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-14 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • City or its representatives shall at all times have the right to inspect and receive the original or a certified copy of all said policies of insurance, including certificates. Contractor shall pay the premiums on the insurance hereinabove required. Section 17. Risk and Indemnification. All work covered by this Contract done at the site of construction or in preparing or delivering materials to the site shall be at the risk of Contractor alone. Contractor agrees to save, indemnify and keep City, its Directors, Officers, Agents, Employees, Engineers, and Consultants for this Contract, and all public agencies from whom permits will be obtained and their Directors, Officers, Agents and Employees harmless against any and all liability, claims, judgments, costs and demands, including demands arising from injuries or death of persons (Contractors' employees included) and damage to property, arising directly or indirectly out of the obligations herein undertaken or out of the operations conducted by Contractor, save and except claims or litigation arising through the sole negligence or sole willful misconduct of City, and will make good to and reimburse City for any expenditures, including reasonable attorneys' fees City may incur • by reason of such matters, and if requested by City, will defend any such suits at the sole cost and expense of Contractor. Section 18. Stop Notice Administration. City reserves the right to charge Contractor for City's actual administrative time (including attorney's time) to administer and process stop notices filed by Contractor's subcontractors, materialmen, or any other claimant or lienholder. Section 19. Termination. A. This Contract may be terminated in whole or in part in writing by either party in the event of substantial failure by the other party to fulfill its obligations under this Contract through no fault of the terminating party, provided that no termination may be effected unless the other party is given: (1) not less than ten (10) calendar days' written notice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terninating party prior to termination. • CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-15 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT B. This Contract may be terminated in whole or in part in writing by the City for its convenience, provided that the Contractor is given (1) not less than ten (10) calendar days' written notice (delivered by certified mail, return receipt requested) of intent to terminate, and (2) an opportunity for consultation with the terminating parry prior to termination. C. If termination for default or convenience is effected by the City, an equitable adjustment in the price provided for in this Contract shall be made, but (1) no amount shall be allowed for anticipated profit on unperformed services or other work, and (2) any payment due to the Contractor at the time of termination may be adjusted to cover any additional costs to the City because of the Contractors default. If termination for default is effected by the Contractor, the equitable adjustment shall include a reasonable profit for services or other work performed, but no adjustment will be allowed for anticipated profits. The equitable adjustment for any termination shall provide for payment to the Contractor for services rendered and expenses incurred prior to the termination, in addition to termination settlement costs reasonably incurred by the Contractor relating to commitments which had become firm prior to the termination. D. Upon receipt of a termination action under paragraphs (A) or (B) above, the Contractor shall (1) promptly discontinue all affected work (unless the notice directs otherwise), and (2) deliver or otherwise make available to the City all data, drawings, specifications, reports, estimates, summaries and such other information and materials as may have been accumulated by the Contractor in performing this Contract whether completed or in process. E. Upon termination under paragraphs (A) or (B) above, the City may take over the work and may award another party an agreement to complete the work under this Contract. Contractor agrees to perform all work under this Contract in accordance with the City's designs, drawings and specifications. The Contractor guarantees for a period of at least one (1) year from the date of substantial completion of the work that the completed work CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-16 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • is free from all defects due to faulty materials, equipment or workmanship and that he shall promptly make whatever adjustments or corrections which may be necessary to cure any defects, including repairs of any damage to other parts of the system resulting from such defects. The City shall promptly give notice to the Contractor of observed defects. In the event that the Contractor fails to make adjustments, repairs, corrections or other work made necessary by such defects, the City may do so and charge the Contractor the cost incurred. The performance bond shall remain in full force and effect through the guarantee period. The Contractor's obligations under this clause are in addition to the Contractor's other express or implied assurances under this Contract or state law and in no way diminish any other rights that the City may have against the Contractor for faulty materials, equipment or work. • Section 20. Assignment. No assignment by the Contractor of this Contract or any part hereof, or of funds to be received hereunder, will be recognized by the City unless such assignment has had prior written approval and consent of the City and the surety. Section 21. Attomeys' Fees. If any action at law or in equity is necessary to enforce or interpret the terms of this Contract, the prevailing party shall be entitled to reasonable attorneys' fees, costs and necessary disbursements in addition to any other relief to which it may be entitled. If any action is brought against the Contractor or any subcontractor to enforce a Stop Notice or Notice to Withhold, which names the City as a party to said action, the City shall be entitled to reasonable attorneys' fees, costs and necessary disbursements • CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-17 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT arising out of the defense of such action by the City. The City shall be entitled to deduct its costs for any Stop Notice filed, whether court action is involved or not. Section 22. Resolution of Disputes. The City and the Contractor shall comply with the revisions of California Public Contracts Code Section 20104, et sea., regarding resolution of construction claims for any claims which arise between the Contractor and the City. Section 23. Notices. Any notice required or permitted under this Contract may be given by ordinary mail at the address set forth below. Any party whose address changes shall notify the other party in writing. To City: City of San Juan Capistrano 32400 Paseo Adelanto _ San Juan Capistrano, CA 92675 Attn: Director of Public Works To Contractor: CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-18 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • IN WITNESS WHEREOF, the parties hereto have executed this Construction Contract as of the date first hereinabove written. CITY OF SAN JUAN CAPISTRANO By: Joe Soto, Mayor CONTRACTOR By: Name of Contractor(TBD) ATTEST: By: Margaret R. Monahan, City Clerk • APPROVED AS TO FORM: By: John R. Shaw, City Attorney • CITY OF SAN JUAN CAPISTRANO AGREEMENT RECYCLED WATER PIPELINE PROJECT B-19 RECYCLED WATER PRESSURE REDUCING STATION PROJECT HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT WORKER'S COMPENSATION CERTIFICATE (AS REQUIRED BY SECTION 1861 OF THE CALIFORNIA LABOR CODE) • I am aware of the provisions of Section 3700 of the California Labor Code, which require every employer to be insured against liability for worker's compensation, or to undertake self-insurance in accordance with the provisions of said Code, and I will comply with such provisions before commencing the performance of the Work of this Contract. Contractor By Title • FORM U18D WORKER'S COMPENSATION CERTIFICATE Fac 22008'° AGREEMENT AND BONDS-PAGE 3 • PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS, that ,as Principal (hereinafter called "Contractor"), and as Surety (hereinafter called "Surety"), are held and firmly bound unto the City of San Juan Capistrano, as Obligee (hereinafter called "City"), in the amount of Dollars ($ ), for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fairly by these presents. WHEREAS, Contractor has, by written agreement dated , entered into a contract to construct the following capital improvement projects: RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT • CIP NO. 793 which contract is, by reference, made a part hereof. NOW, THEREFORE, the condition of this obligation is such that, if Contractor shall promptly and faithfully perform said agreement then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the Contractor in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. 2. Said Surety, for value received, hereby stipulates and agrees that no change, or extension of time, alteration, or modification of the contract documents, or of the work to be performed thereunder, shall in any way affect its obligation or this bond, and it does hereby waive the notice of any such change, extension of time, alteration or modification of the contract documents or of work the be • performed thereunder. PB-1 Executed this day of .20_, at California. PRINCIPAL (NOTARIZATION AND SEAL) SURETY (NOTARIZATION AND SEAL) APPROVED AS TO FORM OMAR SANDOVAL, CITY ATTORNEY PB-2 • Premium included LABOR AND MATERIAL BOND Know all men by these presents, that: WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to: License No. hereinafter designated as 'Principal', a contract for; RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 and, WHEREAS, said Principal is required to furnish a bond in connection • with the said contract providing that if said Principal, or any of his or its sub- contractors, shall fail to pay for any materials, provisions, provender or other supplies or teams used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, the surety or this bond will pay the same. NOW, THEREFORE, we Principal, and as surety, Are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of DOLLARS ($ fo ), lawful money of the United States of America, r payment of which sum well and truly to be made we bind ourselves, our heirs, executors, administrators and successors, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Code with respect to such work, or for any amounts required to be deducted, withheld, and paid over to the EDD from the wages of • employees of the contractor and subcontractors pursuant to Section LM-1 13020 of the Unemployment Insurance Code with respect to such work, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under Section 3181 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed there under. As a part of the obligation secured hereby, and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. Executed this day of 20_, at California. PRINCIPAL By: SURETY By: (Notarization and Sea[) APPROVED AS TO FORM Omar Sandoval, City Attorney LM-2 CERTIFICATE OF INSURANCE THIS CERTIFICATE ISSUED TO THE OWNERIAGENTS LISTED BELOW DESIGNATED BY THE CONTRACT WITH THE INSURED • NAME AND ADDaEss oElNsuRED INSURANCE COMPANIES AFFORDING COVERAGE CAMPANy A B C D TYPE OF WORN PERFORMED AND LOCATION POLICY LIMITS OF LIABILITY IN THOUSANDS x1000 TYPE OF INSURANCE POLICY NUMBER EXPfftATION DATE EACH OCCURRENCE AGGREGATE COMPREHENSIVE GENERAL - LIABILITY SWLY Ba,uRr S $ lI ding: C EISLONONANDCDLLAPSE PROPERTrMMaE $ 5 ❑ IINDERpRWNDWMAOE p E3 PRWUCTaCdNLETFDCPEMTKMK , vI❑ OMVINeNCE ❑ $ BROAD FORM PROPERTY MMAGE f ❑ INLEPENIIEM CONTMCTgis Pool INNRY ❑ PEgsOpLLIW11RY COMPREHENSIVE AUTOMOBILE aOOL lwURy LIABILITY $ 1Wing: OWNED swcH A.IOEW $ ❑ MRW PROPFAIY MEUOE $ ❑ NON.OWNED ❑ MOTOROJUm ERACT ar A."R OR ANp PR TY DAIMOE GJABINEp • EXCESS LIABILITY eon�rlrWRY Might: MMpOEC =1WD S WK.YERSLMeam WORKERS COMPENSATION srsruroRr EMPLOYER 5 LIABILITY EL Ind ding: $ IEwcN AOGOEND ❑ LONO&IORE..A. HARsi OTHER ADDITIONAL INSURED ENDORSEMENT—CITY OF SAN JUAN CAPISTRANO The undersigned Gx1les Mat he orshe is the representedve of the above-named insurance companies,that he mere has the authorkyto execu a and issue dole cedMcaleto Certificate Holder,and accordingly,does hereby cergFjan behaff of said Insurance Companies Met policies of insurance lasted above have bean iasuedte Meineured named aboveard ere inform et Mistime. Notwithstanding any regdrament,term,or condition ofany coned mother document with reaped to which this cMlcate may be Issued or may pertain,the insurance afforded by the policies described heroin is subledto at the terms.exclusions.end conditions ofsuoh policies. Copies W Me policies shorn wall M furnished to the Certificate Holder upon request. This Certificate does not amend,indent,or eller Me coverage afforded by the pdnlas listed. Cancellation:Should any of the above described policies be cancelled before Me expiration date thereof.Me issuing company will mail 30 days written notice to Me belonv amad certificate holder. NAME AND ADDRESS OF ADDITIONAL INSURED DATE ISSUED BY • FORM U-650 CERTIFICATE OF INSURANCE Febrruuarrya 2008 AGREEMENT AND BONDS-PAGE 6 POLICY NUMBER: BUSINESS AUTO THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED This endorsement modifies insurance provided under the following: BUSINESS AUTO COVERAGE FORM It is agreed that the"Who Is An Insured"provision is amended to include as an insured the person or organization designated below as an additional insured, subject to the following provisions: (1) This insurance applies only with respect to any Liability arising out of the operation of covered autos on the additional insureds premises described below, (2). The Named Insured is authorized to act for such additional insured in all matters pertaining to this insurance, including receipt of notice of cancellation; (3). Return premium, if any, shall be paid to the Named Insured; _ (4). Nothing contained herein shall affect any right of recovery as a claimant which the additional Insured would have if not designated as such. CITY OF SAN JUAN CAPISTRANO Margaret R. Monahan, CMC City Clerk FORM U£M1 INSURANCE ENDORSEMENT-AUTO 8 FeM ary 2008Ex AGREEMENT AND BONDS-PAGE 7 • POLICY NUMBER: COMMERCIAL GENERAL LIABILITY THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY. ADDITIONAL INSURED - OWNERS, LESSEES or CONTRACTORS [Form B] This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: CITY OF SAN JUAN CAPISTRANO • Margaret R. Monahan, CMC City Clerk (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of"your work" for that insured by or for you. • FORM U-652 INSURANCE ENDORSEMENT-LIABILITY Fen aryl oa tl°` AGREEMENT AND BONDS-PAGE 8 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS PART II -- AMENDMENTS TO STANDARD SPECIFICATIONS TABLE OF CONTENTS Section 1-2 - Definitions • Section 2-4 - Contract Bonds Section 2-5 - Plans and Specifications Section 2-7 - Subsurface Data Section 2-10- Authority of the Engineer Section 2-11- Inspection Section 3-2 - Changes in Work Section 3-3 - Extra Work Section 4-1 - Trade Names or Equals Section 5-7 - Existing Underground Utilities Section 6-9 - Liquidated Damages Section 7-13- Laws to be Observed Section 9-3 - Payment • GAVemWMWs\San Juan CaplstranoWigh West Side RpelineGSpedficationWl Fpar .eop PART II -SPECIAL PROVISIONS Fftruary20N GENERAL CONTENTS • UNIFORM LOCATION OF SUBJECT MATTER IN SPECIAL PROVISIONS (Based on APWA Greenbook Standard Specifications, 2000 edition) Abbreviations - 1 Liquidated Damages (terms) - 6 Address for Notices - 6 Location of Utilities - 5 Allowances - 9 Materials and Equipment - 4 Assignment - 2 Materials- 4 Authority of the Engineer- 2 Measurement and Payment- 9 Bid Schedule - 9 Meetings - 2 Bid requirements - ITB Mobilization - 9 Bonds and Insurance - 7 Notification - 6 Cash Allowances - 9 Or Equals - 4 Change Orders - 3 Owner Responsibility/Authority- 2 Changed Conditions - 3 Payment- 9 Changes in Work -3 Permits - 7 Changes in the Work- 3 Plans & Specifications - 2 Commencing Work-6 Precedence, Order of- 2 Completion of the Work- 6 Premises, Use of- 7 Conferences - 6 Product Data - 4 Construction Details - 10 Progress Payments - 9 Contract Times- 6 Prosecution of the Work - 6 Contract Documents, Precedence of- 2 Protection of Utilities - 5 Contractor Responsibilities - 7 Protection of Existing Improvements - 7 • Control of Materials - 4 Relocation of Utilities - 5 Correction Period - 6 Removal of Utilities- 5 Cost of Change Order Work- 3 Retainage - 9 CPM - 6 Rights of Way- 2 Day, Definition of- 1, 6 Safety- 7 Default by Contractor- 6 Schedules - 6 Defective Work - 4, 6 Scope of Work- 2 Delays and Time Extensions - 6 Shop Drawings - 2 Differing Site Conditions - 3 Site Maintenance - 7 Existing Utilities - 5 Stopping the Work- 6 Extra Work- 3 Subcontracts - 2 Field Offices - 8 Submittals - 2 Final Payment- 9 Subsurface Conditions/Data - 2 Force Account- 3 Surveying - 2 Guarantees - 6 Suspension of Work- 6 Hours of Work- 6 Termination - 6 Inspection - 2 Time of Completion - 6 Insurance - 7 Unforseen Site Conditions - 3 Laws and Regulations - 7 Use of Improvements Construction - 6 Liens (Stop Notices) - 9 Utilities- 5 Liquidated Damages (amount)- Warranty - 7 (agreement) Weather Delays - 6 • CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS AMENDMENTS TO THE STANDARD SPECIFICATIONS Based on APWA "Greenbook" Standard Specifications for Public Works Construction 2000 Edition GENERAL The following Amendments and Special Provisions shall be used in conjunction with the 2000 Edition of APWA "Greenbook" Standard Specifications for Public Works Construction. AMENDMENTS TO THE STANDARD SPECIFICATIONS The following amendments to the Standard Specifications are made a part of this Contract and supersedes any conflicting provisions of the Standard Specifications. Each amendment contains all current revisions to the applicable section of the Standard Specifications and may include references which do not apply to this particular project. STANDARD SPECIFICATIONS GAVemlPmjech.San Juan CeplsheneWigh West Side Pipeline\SpecMcetimsX22F-AmeM2.d= AMENDMENTS 2000 February 2008 • AMENDMENTS TO THE STANDARD SPECIFICATIONS SECTION 1-2 DEFINITIONS. Wherever in the Documents, the document highest in Standard Specifications the following terms are precedence shall control. The order of used, the definitions shall be amended to read: precedence shall be as follows: Agency - The City of San Juan 1. Amendments to Agreement Capistrano, a general law city organized (includes Change Orders) and existing in the County of Orange, 2. Agreement(including attached Bid State of California, hereinafter called the Exhibits A and B) Owner. 3. Special Provisions 4. Addenda to Notice Inviting Bids Engineer-The City Engineer of the City 5. Notice Inviting Bids of San Juan Capistrano, California. 6. Instructions to Bidders 7. Plans (Contract Drawings) Liquidated Damages - The amount 8. Amendments to Standard prescribed in the Agreement, pursuant to Specifications the authority of Government Code Section 9. Standard Specifications 53069.85,to be paid to the Owner or to be 10. Standard Plans deducted from any payments due, or to 11. Reference Documents become due, the Contractor for each day's delay in completing thewhole or any With reference to the Drawings, the order specified portion of the Work beyond the of precedence shall be as follows: time allowed in the Special Provisions. 1. Figures govern over scaled Standard Plans-The Standard Drawings dimensions and the Special Drawings of the Owner. 2. Detail drawings govern over • general drawings Owner-The Owner shall be the Agency, 3. Addenda or Change Order as defined above. drawings govern over Contract Drawings SECTION 2-4 CONTRACT BONDS. 4. Contract Drawings govern over 2-4 "Contract Bonds" of the Standard Standard Drawings Specifications is amended by adding the following 5. Contract Drawings govern over paragraph" Shop Drawings The Contractor shall ensure that the SECTION 2-5 PLANS AND SPECIFICATIONS. Bonding Company isfamiliarwith all ofthe 2-5.3.2 "Shop Drawings" of the Standard terms and conditions of the Contract Specifications is amended by adding the following Documents, and shall obtain a written two paragraphs: acknowledgment by the Bonding Company that said Bonding Company On lump sum contracts the Contractor shall thereby waives the right of special submit, for approval by the Engineer, a notification of any changes or Schedule of Values, or lump sum price modifications of the Contract, or of breakdown, which will serve as the basis extensions of time, or of decreased or for progress payments and shall be increased Work, or of cancellation of the incorporated into a form of Application for Contract,or of any other act or acts by the Payment acceptable to the Engineer. Such Agency or any of its authorized Schedule of Values shall be submitted for representatives. approval at the Preconstruction Conference and must meet the approval of 2-5 PLANS AND SPECIFICATIONS. the Engineer before any payments can be 2-5.2,"Precedence of Contract Documents",of the made to the Contractor. Standard Specifications is amended to read: 2-5.2 Precedence of Contract • Documents. In resolving disputes resulting from conflicts, errors, or discrepancies in any of the Contract eeroj an \San JuCapiatraWHIghWenrAdeRw1ine\Spedfice6a =F-AMwd2.d= FebrySTANDARD SPECIFICATIONS AMMENDMENT 2000 compensation of the Contractor. The SECTION 2.7 SUBSURFACE DATA. Engineer's decision shall be final,and he or 2-7 "Subsurface Data"of the Standard she shall have the authority to enforce and Specifications is amended by renumbering as make effective such decisions and orders Subsection 2-7.1 and by adding the following which the Contractor may fail to carry out Subsections 2-7.2 to 2-7.5, inclusive: promptly. 2-7.2 Limited Reliance by Contractor. SECTION 2-11 INSPECTION. - Soils reports and other reports of 2-11 "Inspection" of the Standard Specifications is subsurface conditions may be made amended by adding the following two paragraphs: available for inspection by the Contractor. HOWEVER, SUCH REPORTS AND The Engineer shall have complete and safe DRAWINGS ARE NOT CONTRACT access to the Work at all times during DOCUMENTS. The Contractor may rely construction, and shall be furnished with upon the general accuracy of the every reasonable facility for ascertaining "technical data"contained in such reports that the materials and the workmanship are and drawings only where such "technical in accordance with the Specifications, the data" are specifically identified in the Special Provisions,and the Plans. All labor, Special Provisions. Except for such materials,and equipment furnished shall be reliance on such "technical data," the subject to the Engineer's inspection. Contractor may not rely upon or make any When the Work is substantially completed,a claim against the Owner, the Engineer, representative of the Engineer will make the nor any of the Engineer's Consultants with final inspection. respect to any of the following: SECTION 3-2 CHANGES INITIATED BY THE 2-7.3 Completeness. - The AGENCY. completeness of such reports and 3-.2.1 :General" of the Standard Specifications is drawings for Contractor's purposes, amended by adding the following Paragraph 3-2.1.1 including, but not limited to, any aspects of the means, methods, techniques, 3-2.1.1 Procedure and Protest. A Contract change sequences, and procedures of order approved by the Engineer may be issued to _ construction to be employed by Contractor the Contractor at any time. Should the Contractor and safety precautions and programs disagree with any terms or conditions set forth in an incident thereto, or approved Contract Change Order not executed by the Contractor,the Contractor shall submit a written 2-7.4 Other Information. - Any other protest to the Engineer within 15 days after the data, interpretations, opinions, and receipt of the approved Contract Change Order. The information contained in such reports or protest shall state the points of disagreement and, if shown or indicated in such drawings, or possible, the contract specification references, quantities, and costs involved. If a written protest is 2-7.5 Interpretation. - Any not submitted, payment will be made as set forth in interpretation by the Contractor of such the approved contract Change Order, and that "technical data,"or any conclusion drawn payment shall constitute full compensation for all from any "technical data" or any such work included therein or required thereby. data, interpretations, opinions or Unprotested approved Contract Change Orders will information." be considered as executed Contract Change Orders as that term is used in Paragraphs 3-2.2.1 to 3-2.2.5 SECTION 2-10 AUTHORITY THE ENGINEER Where the protest concerning an 2-10 "Authority of Board and Engineer" of the approved Contract Change Order relates to Standard Specifications is amended by adding the compensation, the compensation payable following paragraph: for all work specified or required by that Contract Change Order to which the protest The Engineer shall have the authority to relates will be determined as provided in decide all conflicts which may arise as to Paragraphs 3-2.2.1 to 3-2.2.5, inclusive. (1) the quality or acceptability of the The Contractor shall keep full and complete materials or equipment furnished, (2)the records of the cost of that work and shall performance of the Work, (3)the manner permit the Engineer to have access thereto of performance and rate of progress of the as may be necessary to assist in Work, (4)the interpretation of the Plans, determination of the compensation payable Specifications,and Special Provisions,(5) for that work. the acceptable fulfillment of the Contract Where the protest concerning an on the part of the Contractor, and (6) approved Contract Change Order relates to G:%VemtPmfeds%Ssn Juen Capistrano\High West Side Pipeline\Specifications@2F-Fmend2dx Febmary 2008 STANDARD SPECIFICATIONS AMMENDMENT 2000 the adjustment of Contract time for Contractor will be determined in accordance • completion of the Work, the time to be with Paragraphs 3-2.2.2,3-2.2.3,or 3-2.2.4, allowed therefor will be determined as as the case may be. provided in Section 6-9 "Liquidated Damages." 3-2.2.2 Increases of More Than 25 Proposed Contract Change Orders may Percent. On a unit price Contract, should be submitted to the Contractor for the total pay quantity of any item of work consideration prior to approval by the required under the contract exceed the Engineer. If the Contractor signifies Engineer's Estimate therefor by more than acceptance of the terms and conditions of 25 percent, the work in excess of 125 the proposed Contract Change Order by percent of the estimate and not covered by executing the document and Ifthe Change an executed contract change order Order is approved by the Engineer and specifying the compensation to be paid issued to the Contractor, payment in therefor will be paid for by adjusting the accordance with the provisions as to contract unit price, as hereinafter provided, compensation therein set forth shall or at the option of the Engineer,payment for constitute full compensation for all work the work involved in the excess will be made included therein or required thereby. A on the basis of force account as provided in Contract Change Order executed by the Paragraph 3-3.2 . Contractor and approved by the Engineer The adjustment of the contract unit price is an executed Change Order as that term will be the difference between the contract is used in Paragraphs 3-2.2.1 to 3-2.2.5, unit price and the actual unit cost,which will inclusive.An approved Change order shall be determined as hereinafter provided, of supersede a proposed but unapproved the total pay quantity of the item. If the Contract Change Order covering the costs applicable to the item of work include same work. fixed costs, the fixed costs will be deemed The Engineer may provide for an to have been recovered by the Contractor adjustment of compensation as to a by the payments made for 125 percent of Contract item of work included in a the Engineer's Estimate of the quantity for Contract Change Order determined as the item, and in computing the actual unit • provided in Paragraphs 3-2.2.1 to 3-2.2.5, cost, the fixed costs will be excluded. inclusive, if that item of work is eligible for Subject to the above provisions, the actual an adjustment of compensation unit cost will be determined by the Engineer hereunder, in the same manner as if the work were to be paid for on a force account basis as 3-2.2 Payment. The provisions of Paragraphs 3- provided in Subsection 3-3.2; or the 2.2.1, 3-2.2.2, and 3-2.2.3 of the Standard adjustment will be as agreed to by the Specifications are deleted and the replaced by the Contractor and the Engineer. following Paragraphs 3-2.2.1 to 3-2.2.5,inclusive: When the compensation payable for the number of units of an item of work 3-2.2.1 Increased or Decreased performed in excess of 125 percent of the Quantities. Increases or decreases in Engineer's Estimate is less than $5000 at the quantity of a contract item of work will the applicable contract unit price, the be determined by comparing the total pay Engineer reserves the right to make no quantity of that item of work with the adjustment in the contract unit price if the Engineer's Estimate therefor. Engineer so elects, except that an If the total pay quantity of any item of adjustment will be made if requested in work required under the contract varies writing by the Contractor. from the Engineer's Estimate therefor by 25 percent or less, payment will be made 3-2.2.3 Decreases of More Than 25 for the quantity of work of the item Percent. On unit price contracts,should the performed at the contract unit price total pay quantity of any item of work therefor, unless eligible for adjustment required under the contract be less than 75 pursuant to Paragraph 3-2.2.5,"Changes percent of the Engineer's Estimate therefor, in Character of Work." an adjustment in compensation pursuant to If the total pay quantity of any item of this Section will not be made unless the work required under the contract varies Contractor so requests in writing. If the from the Engineer's Estimate therefor by Contractor so requests, the quantity of the more than 25 percent, in the absence of item performed, unless covered by an • an executed contract change order executed contract change order specifying specifying the compensation to be paid, the compensation payable therefor, will be the compensation payable to the paid for by adjusting the contract unit price FAruenrojas1San Juan GpidnanoHgh Wast Sde Pipelina Spedfi bonsMFAmendldw y 2008 STANDARD SPECIFICATIONS AMMENDMENT 2000 as hereinafter provided,or at the option of 3-3.2. the Engineer, payment for the quantity of the work of the item performed will be 3-2.2.5 Changes in Character of Work. If made on the basis of force account as an ordered change in the plans or provided in Subsection 3-3.2; provided specifications materially changes the however, that in no case shall the character of the work of a contract item from payment for that work be less than that that on which the Contractor based the bid which would be made at the contract unit price, and if the change increases or price. decreases the actual unit cost of the The adjustment of the contract unit changed item as compared to the actual or price will be the difference between the estimated actual unit cost of performing the contract unit price and the actual unit cost, work of that item in accordance with the which will be determined as hereinafter plans and specifications originally applicable provided, of the total pay quantity of the thereto, in the absence of an executed item,including fixed costs. The actual unit contract change order specifying the cost will be determined by the Engineer in compensation payable, an adjustment in the same manner as if the work were to compensation therefor will be made in be paid for on a force account basis as accordance with the following. provided in Subsection 3-3.2; or the The basis of the adjustment in adjustment will be as agreed to by the compensation will be the difference between Contractor and the Engineer. the actual unit cost to perform the work of The payment for the total pay quantity that item or portion thereof involved in the of the item of work will in no case exceed change as originally planned and the actual the payment which would be made for the unit cost of performing the work of the item performance of 75 percent of the or portion thereof involved in the change,as Engineer's Estimate of the quantityforthe changed. Actual unit costs will be item at the original contract unit price. determined by the Engineer in the same manner as if the work were to be paid for on 3-2.2.4 Eliminated Items on Unit Price a force account basis as provided in Contracts. On unit price contracts, Subsection 3-3.2; or the adjustment will be should any contract item of the work be as agreed to by the Contractor and the _ eliminated in its entirety,in the absence of Engineer. The adjustment will apply only to an executed contract change order the portion of the work of the item actually covering the elimination, payment will be changed in character. At the option of the made to the Contractor for actual costs Engineer,the work of the item or portion of incurred in connection with the eliminated item which is changed in character will be contract item if incurred prior to the date of paid for by force account as provided in notification in writing by the Engineer of Subsection 3-3.2. the elimination. If the compensation for an item of work is If acceptable material is ordered by the adjusted under this Paragraph 3-2.2.5, the Contractor for the eliminated item prior to costs recognized in determining that the date of notification of the elimination adjustment shall be excluded from by the Engineer, and if orders for that consideration in making an adjustment for material cannot be canceled,the material that item of work under the provisions in will be paid for at the actual cost to the Paragraph 3-2.2.1 'Increased or Decreased Contractor. In this case,the material paid Quantities." for shall become the property of the State, Failure of the Engineer to recognize a and the actual cost of any further handling change in character of the work at the time will be paid for. If the material is the approved contract change order is returnable to the vendor and if the issued shall in nowise be construed as Engineer so directs, the material shall be relieving the Contractor of the duty and returned and the Contractor will be paid responsibility of filing a written protest within for the actual cost of charges made by the the 15 day limit as provided in Paragraph 3- vendor for returning the material. The 2.1.1, "Procedure and Protest." actual cost of handling returned material will be paid for. SECTION 3-3 EXTRA WORK. The actual costs or charges to be paid 3-3.1 "General" of the Standard Specifications is by the Owner to the Contractor as amended to read: provided in this Paragraph 3-2.2.4 will be computed in the same manner as if the 3-3.1 General. New and unforeseen work work were to be paid for on a force will be classed as extra work when account basis as provided in Subsection determined by the Engineer that the work is e\W 2008lSan Juan Capst.OWigf,West Sitla PipelirnlSpeGf¢eUonsl22F-Amm62.1oc STANDARD SPECIFICATIONS AMENDMENT 2000 not covered by any of the various items Contractor's overhead and profit shall be • for which there is a bid price or by added to the sum of the first tier combinations of those items. In the event subcontractors costs and markup,and shall portions of this work are determined by constitute the markup for all overhead and the Engineer to be covered by some of profit for the prime Contractor on work by the various items for which there is a bid first tier subcontractors. No prime price or combinations of those items, the Contractor markup will be made for work remaining portion of the work will be performed by second tier or lower tier classed as extra work. Extra work also subcontractors. includes work specifically designated as extra work in the plans or specifications. (c) Schedule of Overhead and Profit The Contractor shall do the extra work Allowance: and furnish labor, material and equipment therefore upon receipt of an approved ACTUAL OVERHEAD& contract change order or other written NECESSARY COST PROFIT order of the Engineer,and in the absence ALLOWANCE of an approved contract change order or other written order of the Engineer the Contractor shall not be entitled to payment Labor 20 percent for the extra work. Materials 15 percent Payment for extra work required to be Equipment a 15 percent performed pursuant to the provisions in Subcontracts(1 tier) 5 percent this Section 3-3, in the absence of an Lower tier subs none executed contract change order, will be made by force account as provided in SECTION 41 MATERIALS AND WORKMANSHIP Subsection 3-3.2; or as agreed to by the Contractor and the Engineer. The second paragraph of 41.6"Trade Names or Equals" When the price for extra work cannot of the Standard Specifications is amended to read: be agreed upon, the Owner will pay for Except where a product is designated to match the extra work on a force account basis , others in use on a particular public improvement, • based upon an accumulation of costs as either completed or in the course of completion,the provided herein. When extra work is to be Contractor may supply any of the materials or paid for on a force account basis, the products specified or offer an equivalent. The labor, materials, and equipment used in Contractor will be allowed sufficient time prior to the performance of that work shall be award of the contract for the submission of data subject to the approval of the Engineer substantiating a request for substitution. and compensation will be determined as Whenever any particular material, process, or specified in Paragraphs 3-3.2.3"Markup." equipment is indicated by a patent, proprietary, or brand name,or by the name of the manufacturer,and such product is followed by the words"or equal,"a SECTION 3-3.2.3 MARKUP 3-3.2.3'Markup"of the Standard Specifications is Contractor may offer any material, process, or P equipment considered as equivalent to that indicated, amended to read: unless a sole source is specified. Failure of the Contractor to submit requests for substitution prior to 3-3.2.3 Markup award shall be deemed to signify that the Contractor intends to furnish one of the brands named in the (a) Work by Contractor. The allowance Special Provisions,and the Contractor does hereby specified in 3-3.2.3(c) for overhead and waive all rights to offer or use substitute materials, profit shall be added to the Contractor's products,or equipment for that which was originally costs as determined under 3-3.2.2 and specified. Unless otherwise authorized by the Engineer, the time for submission of data shall constitute the markup for all substantiating a request for substitution of an "or overhead and profit on work by the equal" item shall be prior to the award of the Contractor. The Contractor shall also be Contract. compensated for the actual increase in the Contractor's bond premium caused by SECTION 5 UTILITIES. the extra work. Section 5 of the Standard Specifications is amended by adding the following Section 5-7. (b)Work by Subcontractor. When any 5-7 EXISTING UNDERGROUND UTILITIES of the extra work is performed by a subcontractor, the markup established in 5.7,1 Compensation. The Contractor will be • 3-3.2.3(c) shall be applied to the compensated under the provisions of Section 3-3 as subcontractor's costs as determined extra work for the costs of locating,repairing damage under 3-3.2.2. An allowance for not due to the failure of the Contractor to exercise Gem\Pn* i sn Juan Capls".\High West Side Pipeline\Speafta0re\22F- end2.doc FeWsry STANDARD SPECIFICATIONS AMMENDMENT 2000 reasonable care,and removing or relocating such utility facilities not indicated on the plans and 7-13.1 Hours of Labor. - The Contractor shall specifications with reasonable accuracy, and for comply with all applicable provisions of Section 1810 equipment on the project necessarily idled during to 1815, inclusive, of the California Labor Code such work. relating to working hours. The Contractor shall,as a penalty to the Owner,forfeit$25.00 for each worker 5.7.2 Liquidated Damages. The Contractor will employed in the execution of the Contract by the not be assessed liquidated damages for delay in Contractor or by any subcontractor for each calendar completion of the project when such delay was day during which such worker is required or caused by the failure of the public agency or the permitted to work more than 8 hours in any one owner of the utility to provide for removal or calendar day and 40 hours in any one calendar relocation of such utility facilities. week,unless such worker receives compensation for all hours worked in excess of 8 hours at not less than SECTION 8-9 LIQUIDATED DAMAGES 1-1/2 times the basic rate of pay. Section 6-9 "Liquidated Damages" of the Standard 7-13.2 Prevailing Wage.-As required by Sections Specifications is amended to read: 1770 and following,of the California Labor Code,the Contractor shall pay not less than the prevailing rate 8� LIQUIDATED DAMAGES. Time is of the of per diem wages as determined by the Director of essence.It is agreed by the parties to the Contract the California Department of Industrial Relations. that in case all the Work called for under the Copies of such prevailing rate of per diem wages are Contract is not finished or completed within the on file at the office of the Engineer, which copies number of days or the date set forth in the Special shall be made available to any Interested party on Provisions , damage will be sustained by the request. The Contractor shall post a copy of such Owner , and that it will be impractical and determination at each job site. extremely difficult to ascertain and determine the The Contractor shall,as a penalty to the Owner, actual damage which the Owner will sustain in the forfeit $50.00 for each calendar day, or portion event of and by reason of such delay; and it is thereof,for each worker paid less than the prevailing therefor agreed that the Contractor will pay to the rates as determined by the Director for such work or Owner the sum set forth in the Agreement for each craft in which such worker is employed for any public and every calendar day's delay in finishing the work done under the Contract by it or by any Work in excess of the number of days or the subcontractor under it. completion date prescribed; and the Contractor agrees to pay said liquidated damages herein 7-13.3 Travel and Subsistence Payments. -As provided for, and further agrees that the Owner required by Section 1773.8 of the California Labor may deduct the amount thereof from any moneys Code, the Contractor shall pay travel and due or that may become due the Contractor under subsistence payments to each worker needed to the Contract. execute the Work, as such travel and subsistence payments are defined in the applicable collective SECTION 7-3 LAWS TO BE OBSERVED. bargaining agreements filed in accordance with this Section 7-13 "Laws to be Observed" of the Standard Article. Specifications is amended to read: To establish such travel and subsistence payments, the representative of any craft, 7.13 General.-The Contractor shall keep fully classification, or type of worker needed to execute informed of all existing and future State and the Contract shall file with the Department of Federal laws, and county and municipal Industrial Relations fully executed copies of collective ordinances and regulations,which in any manner bargaining agreements for the particular craft, affect those engaged or employed in the Work,or classification or type of work involved. Such the materials used in the Work, or which in any agreements shall be filed within 10 days after their way affect the conduct of the Work,and of all such execution and thereafter shall establish such travel orders and decrees of bodies or tribunals having and subsistence payments whenever filed 30 days any jurisdiction or authority over the same. It shall prior to the call for Bids. at all times observe and comply with all such existing and future laws, ordinances, regulations, 7.13.4 Apprentices on Public Works. - The orders, and decrees of bodies or tribunals having Contractor shall comply with all applicable provisions any or all authority over the Work, and shall of Sections 1777.5 and 1777.6 ofthe California Labor indemnify the Owner and all officers and Code relating to employment of apprentices on public employees thereof connected with the Work, works. including, but not limited to,the Director of Public Works against any claim or liability arising from,or 7-13.5 Unpaid Claims.-If,at anytime priorto the based on,the violation of any such law,ordinance, expiration of the period for service of a Stop Notice, regulation,order,or decree,whether by itself or Its there is served upon the Owner a Stop Notice, as employees. If any discrepancy or inconsistency is provided in Sections 3179 through 3210 of the Civil discovered in the Plans, Drawings, Special Code of the State of Califomia,the Owner shall,until Provisions, or Contract for the Work in relation to the discharge thereof, withhold from the moneys any such law, ordinance, regulation, order, or under its control so much of said moneys due or to decree, the Contractor shall forthwith report the become due the Contractor under this Contract, as same to the Engineer in writing." shall be sufficient to answer the claim stated in such G VennWrojectOSan Juan Cspistreno\High West Side Pipeline\SpeEMca ioneWF nana.doc Fe S,y20M STANDARD SPECIFICATIONS AMMENDMENT 2000 Stop Notice,and to provide forthe reasonable cost response, or the Owner fails to respond, the of any litigation thereunder, provided, that if the Contractor may demand an informal conference to • Engineer shall, in its discretion, permit the meet and confer for settlement of the issues in Contractor to file with the Owner the bond referred dispute. The demand shall be served on the Owner, to in Section 3196 of the Civil Code of the State of within 15 days after the deadline of the Owner to California, said moneys shall not thereafter be respond,or within 15 days of the Owner's response, withheld on account of such Stop Notice. whichever occurs first. The Owner shall schedule the meet and confer conference within 30 days of the 7-13.6 Contracts for Trenches or Excavations; request. Notice on Discovery of Hazardous Waste or If the meet and confer conference does not Other Unusual Conditions; Investigations; produce a satisfactory request,the Contractor may Change Orders; Effect on Contract. - As pursue the remedies authorized by law. required under Section 7104 of the Public Contract Code,in any public works contract of a local public 7-13.8 Concrete Forms,Falsework,and Shoring. entity, which involves the digging of trenches or - The Contractor shall comply fully with the other excavations that extend deeper than 4 feet requirements of Section 1717 of the Construction below the surface,shall be subject to the following Safety Orders, State of California, Department of conditions: the Contractor shall promptly, before Industrial Relations,regarding the design of concrete the conditions are disturbed,notify the public entity fors,falsework,and shoring,and the inspection of in writing of such conditions. same prior to the placement of concrete. Where the It has been determined that the OSHA soil said Section 1717 requires the services of a civil classification in San Juan Capistrano has engineer registered in the State of California to designated to be Type C soil throughout the City approve design calculations and working drawings of area.All protective measures shall be based upon the falsework or shoring system, or to inspect such that determination. system prior to the placement of concrete, the Contractor shall employ a registered civil engineerfor 7.13.7 Resolution of Construction Claims. these purposes, and all costs therefor shall be -As required under Section 20104,at seq.,of the included in the Bid item price named in the Contract California Public Contract Code, any demand of for completion of the Work as set forth in the Contract $375,000 or less, by the Contractor for a time Documents. extension,payment of money,or damages arising from the work done by or on behalf of the 7-13.9 Payroll Records; Retention; Inspection; Contractor pursuant to this Contract,or payment of Noncompliance Penalties; Rules and • an amount which is disputed by the Owner, shall Regulations.-As required under Section 1776 of the be processed in accordance with the provisions of California Labor Code, the Contractor and each said Section 20104, at seq., relating to informal subcontractor shall keep an accurate payroll record, conferences, non-binding judicially-supervised showing the name,address,social security number, mediation,and judicial arbitration. work classification,straight time,and overtime hours A single written claim shall be filed under this worked each day and week,and the actual per diem Article prior to the date of final payment for all wages paid to each journeyman,apprentice,worker, demands resulting out of the Contract. or other employee employed by him or her in Within 30 days of the receipt of the claim,the connection with the publicwork.Overall responsibility Owner may request additional documentation for compliance with this Section shall be home by the supporting the claim, or relating to defenses or prime Contractor. claims the Owner may have against the Contractor. The payroll records, enumerated under If the amount of the claim is less than$50,000,the paragraph one of this Section 7-13.9, shall be Contractor shall respond to the request for certified and shall be made available for inspection at additional information within 15 days after receipt all reasonable hours at the principal office of the of the request. The Contractor shall respond to the Contractor on the following basis: request within 30 days of receipt, if the amount of the claim exceeds $50,000, but is less than 1. A certified copy of an employee's payroll $375,000. record shall be made available for Unless further documentation is requested, inspection,or furnished to the employee,or the Owner shall respond to the claim within 45 his or her authorized representative on days, if the amount of the claim is less than request. $50,000, or within 60 days, if the amount of the claim is more than $50,000, but less than 2. A certified copy of all payroll records, $375,000. If further documentation is requested, enumerated herein,shall be made available the Owner shall respond within the same amount for inspection,or furnished upon request,to of time taken by the Contractor to respond, or 15 a representative of the body awarding the days, whichever is greater, after receipt of the Contract,or the Division of Labor Standards information,if the claim is less than$50,000. If the Enforcement, or the Division of claim is more than $50,000, but less than Apprenticeship Standards of the California $375,000,and further documentation is requested Department of Industrial Relations. by the Owner,the Owner shall respond within the • same amount of time taken by the Contractor to 3. A certified copy of all payroll records, respond, or 30 days,whichever is greater. enumerated herein,shall be made available If the Contractor disputes the Owners upon request to the public for inspection,or Feden•zooa �nJuan CaplahanoWighWest Side PlpellneXSpedAcedonsU2F- end2.doc STANDARD SPECIFICATIONS AMENDMENT 2000 copies thereof made,provided,however, indicating that the payrolls are correct and complete, that a request by the public shall be made and that the wage rates contained therein are not through either the body awarding the less than those required by the Contract. The Contract, or the Division of "Statement of Compliance" shall be on forms Apprenticeship Standards,orthe Division fumished by the Owner,or on any form with identical of Labor Standards Enforcement. If the wording. The Contractor shall be responsible for the requested payroll records have not been submission of copies of payrolls from all provided pursuant to Section 7-13.9, subcontractors. paragraph 2,herein,the requesting party If, by the 15th of the month,the Contractor has shall,prior to being provided the records, not submitted satisfactory payrolls for all work reimburse the costs of preparation by the performed during the monthly period ending on or Contractor, sub-contractors, and the before the 1 st of that month,the Owner will retain an entity through which the request was amount equal to 10 percent of the estimated value of made. The public shall not be given the work performed during the month from the next access to the records at the principal monthly estimate,except that such retention shall not office of the Contractor. exceed $10,000, nor be less than $1,000. Retentions for failure to submit satisfactory payrolls The Contractor and each subcontractor shall file a shall be in addition to all other retentions provided for certified copy of the records, enumerated in in the Contract The retention for failure to submit paragraph one of this Section 7-13.9,herein,with payrolls for any monthly period will be released for the entity that requested the records within 10 days payment on the monthly estimate for partial after receipt of a written request. payments next following the date that all the Any copy of records made available for satisfactory payrolls for which the retention was inspection as copies,and furnished upon request made are submitted. to the public or any public agency by the awarding body,the Division of Apprenticeship Standards,or SECTION 9-3 PAYMENT the Division of Labor Standards Enforcement,shall 9-3.1 "General"of the Standard Specifications is amended be marked or obliterated in such a manner as to by adding the following two new paragraphs at the prevent disclosure of an individual's name, beginning of Subsection 9-3.1: address, and social security number. The name and address of the Contractor awarded the Payment forthe various items of the Bid Sheegs),as Contract or performing the Contract shall not be further specified herein, shall include all marked or obliterated. compensation to be received by the Contractor for The Contractor shall inform the body awarding furnishing all tools, equipment, supplies, and the Contract of the location of the records manufactured articles, and for all labor, operations, enumerated under said Section 7-13.9,paragraph and incidentals appurtenant to the items of work one, herein, including the street address, Owner being described, as necessary to complete the and county, and shall, within 5 working days, various items of work, all in accordance with the provide a notice of any change of location and provisions for Payment in the Standard Specifications address. and these Special Provisions,and as shown on the In the event of noncompliance with the Drawings, including all appurtenances thereto, and requirements of this Section, the Contractor shall including all costs of compliance with the regulations have 10 days in which to comply subsequent to of public agencies having jurisdiction, including the receipt of a written notice specifying in what Safety and Health Requirements of the California respects the Contractor must comply with this Division of Industrial Safety and the Occupational Section. Should noncompliance still be evident Safety and Health Administration of the U.S. after the 10-day period,the Contractor shall,as a Department of Labor(OSHA). penalty to the State or political subdivision on No separate payment will be made for any item whose behalf the Contract is made or awarded, that is not specifically set forth in the Bid Sheet(s), forfeit 25 dollars for each calendar day,or portion and all costs therefor shall be included in the prices thereof,for each worker, until strict compliance is named in the Bid Sheet(s) for the various effectuated. Upon the request of the Division of appurtenant items of work. Apprenticeship Standards or the Division of Labor Standards Enforcement,these penalties shall be SECTION 9-3.1 GENERAL withheld from progress payments then due. The last paragraph of 9-3.1 "General" of the Standard A copy of all payrolls shall be submitted Specifications is amended to read: weekly to the Engineer. Payrolls shall contain the full name, address and social security number of Within 60 days after acceptance of the Work by the each employee, his or her correct classification, Owner, pursuant to Section 7107 of the Public rate of pay, daily and weekly number of hours Contract Code,the amount deducted from the final worked, itemized deductions made, and actual progress payment and retained by the Owner will be wages paid. They shall also indicate all paid to the Contractor,except for such amounts as apprentices and ratio of apprentices to are required by law to be withheld by properly journeymen. The employee's address and social executed and filed notices to stop payment, or as security number need only appear on the first may be authorized by the Contract to be further payroll on which his or her name appears. The retained. payroll shall be accompanied by a "Statement of Compliance,'signed by the employer or its agent, SECTION 9-3.2 PARTIAL AND FINAL PAYMENTS eEm ryftje=0San Juan CepistrerwW91,West Side RpalinelSpecificeliaasMF-Anend2.dac STANDARD SPECIFICATIONS AMMENDMENT 2000 The last three paragraphs of 9-3.2 "Partial and Final Payments"ofthe Standard Specifications are amended • to read: The Contractor shall submit with its invoice the Contractor's conditional waiver of lien for the entire amount covered by such invoice;along with valid unconditional waivers of lien from the Contractor and all subcontractors and material suppliers for all work and materials included in any prior invoices; Waivers of lien shall be in the forms prescribed by California Civil Code Section 3262. Prior to final payment by the Owner,the Contractor shall submit a final waiver of lien for the Contractor's work, together with releases of lien from any subcontractor or material suppliers No progress payment made to the Contractor or its sureties will constitute a waiver of the liquidated damages under 6-9 In compliance with Public Contract Code Section 9203,the Owner with retain 10 percent of the value of the work completed plus a like percentage of the value of material delivered on the ground or stored subject to, or under the control of the Owner and unused. After 50 percent of the work has been completed,if the Owner finds that satisfactory progress is being made, may make any of the remaining progress payments in full, subject to the provisions for Partial and Final Payment in Section 9-3.2 of the Standard Specifications. Pursuant to Section 22300 of the California Public Contract Code, the Contractor may • substitute securitiesforany moneywithheld bythe Owner to ensure performance under the Contract. At the request and expense of the Contractor, securities equivalent to the amount withheld shall be deposited with the Owner or with a state or federally chartered bank as the escrow agent,who shall return such securities to the Contractor upon satisfactory completion of the Contract. Deposit of securities with an escrow agent shall be subject to a written agreement for in-lieu construction payment retention,provided by the Owner between the escrow agent and the Owner,which provides that no portion of the securities shall be paid to the Contractor until the Owner has certified to the escrow agent, in writing, that the Contract has been satisfactorily completed. The Owner will not certify that the Contract has been satisfactorily completed until at least 30 days after filing by the Owner of a Notice of Completion. Securities eligible for investment under Public Contract Code Section 22300 shall be limited to those listed in Section 16430 of the Government Code, and to bank or savings and loan certificates of deposit. -END OF AMENDMENTS- GAV.m• Febwry2We��Juan CapisbanMgh West Side P1peline\SpecHlcaWns@2F-Amentl2.Wc STANDARD SPECIFICATIONS AMMENDMENT 2000 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS PART III -- SPECIAL PROVISIONS TABLE OF CONTENTS Section 1 - Terms, Definitions, Abbreviations, Units of Measure, and Symbols Section 2 - Scope and Control of Work • Section 3 - Changes in Work Section 4 - Control of Materials Section 5 - Utilities Section 6 - Prosecution, Progress, and Acceptance of the Work Section 7 - Responsibilities of the Contractor Section 8 - Facilities for Agency Personnel Section 9 - Measurement and Payment Section 10 - Construction Details • GAVem\Prajeclsl n Juan Capls"w High Well Side P4pe1im\Spec111c811wsMFpar .dm September 2006 PART III-SPECIAL PROVISIONS GENERAL CONTENTS • CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS SPECIAL PROVISIONS RECYCLED WATER PIPELINE PROJECT CIP NO. 755 RECYCLED WATER PRESSURE REDUCING STATION PROJECT CIP NO. 785 HIGH WEST SIDE PIPELINE REPLACEMENT PROJECT CIP NO. 793 SECTION 1 -- TERMS, DEFINITIONS, ABBREVIATIONS, UNITS OF MEASURE AND SYMBOLS 1-1 STANDARD SPECIFICATIONS • The Work hereunder shall be done in accordance with the "Greenbook" Standard Specifications for Public Works Construction, 2000 Edition, as amended herein, including all current published supplements, addenda, and revisions thereof, these Special Provisions, and the Standard Plans identified in the Appendix, insofar as the same may apply to, and be in accordance with, the following Special Provisions: In case of conflict between the"Greenbook"Standard Specifications for Public Works Construction, as amended, and these Special Provisions,the Special Provisions shall take precedence over, and be used in lieu of, such conflicting portions. 1-2 Supplementary Reference Specifications. - Insofar as references may be made in these Special Provisions to the Caltrans Standard Specifications, such work shall conform to the referenced portions of the technical provisions only of said reference specifications, provided, that wherever the term "Standard Specifications" is used without the prefix "Caltrans," it shall mean the "Greenbook" Standard Specifications for Public Works Construction, 2000 Edition, as previously specified in the above paragraph. 1-3 LEGAL ADDRESS 1-3.1 Legal Address of the Owner. -The official address of the Owner shall be the City of San Juan Capistrano,32400 Paseo Adelanto, San Juan Capistrano,California 92675,or such other address as the Owner may subsequently designate in written notice to the Contractor. • TERMS, DEFINITIONS, ABBREVIATIONS, G:\Vern\PrgectaSen Juan Cepist no\High Weal Sift Pip H"%Spepfcefi.sl 4FS 1UNITS OF MEASURE AND SYMBOLS Fehmery 2008 SPECIAL PROVISIONS-SECTION 1 1-3.2 Legal Address of the Engineer. - The official address of the Engineer shall be Director of Public Works, City of San Juan Capistrano, Public Works Division,32400 Paseo Adelanto, San Juan Capistrano, California 92675, or such other address as the Engineer may subsequently designate in writing to the Contractor. 1-3.3 Legal address of the Owner's Project Representative.-The name and address of the Owner's designated Project Representative shall be Joe Mankawich, Associate Engineer, City of San Juan Capistrano, Public Works Division, 32400 Paseo Adelanto,San Juan Capistrano, Califomia 92675, or such other address as the Project Representative may subsequently designate in writing to the Contractor. END OF SECTION - TERMS, DEFINITIONS,ABBREVIATIONS, G]VemlProtec4lSenJuan Gpiffieno\High Wen Side Pipa1inA49pedflWtiW5V4FS 1d= UNITS OF MEASURE AND SYMBOLS FeEn,ary 3goe SPECIAL PROVISIONS-SECTION 1 • SECTION 2 -- SCOPE AND CONTROL OF WORK 2-1 RIGHT-OF-WAY All temporary access or construction rights-of-way,other than those shown on the Plans, which the Contractor may find it requires during progress of the Work,shall be arranged by and paid for entirely by the Contractor, at its own expense. 2-2 SITE EXAMINATION The Contractor shall have the sole responsibility of satisfying itself concerning the nature and location of the Work, and the general and local conditions, such as, but not limited to, all other matters which could in any way affect the Work or the costs thereof. Attention is directed to the location of the site, existing access conditions, work area constraints, nearness to vehicular traffic,transportation and storage of materials, and all other matters which may affect the work or cost thereof under this contract. Work to be performed by the Contractor will occur concurrently with other work being performed by other Contractors within the project site. Therefore, it will be the responsibility of the Contractor to identify the site conditions which will be available during construction, including construction work area, staging, storage, access, etc. The failure of the Contractor to acquaint itself with all available information regarding any applicable existing or future conditions shall not relieve it from the responsibility for properly estimating the difficulties, responsibilities, or costs of successfully performing the Work according to the Contract Documents. • 2-3 FLOW AND ACCEPTANCE OF WATER Storm, surface, nuisance, or other waters may be encountered at various times during construction of the Work. Therefore, the Contractor, by submitting a Bid, hereby acknowledges that it has investigated the risk arising from such waters, and has prepared its Bid accordingly; and the Contractor, by submitting such a Bid, assumes all said risk. 2-4 PARTNERING The Owner will promote the formation of a "Partnering" relationship with the Contractor in order to effectively complete the contract to the benefit of both parties.The purpose of this relationship will be to maintain cooperative communication and mutually resolve conflicts at the lowest possible management level. If the Contractor's request for"Partnering" is approved by the Engineer, scheduling of a "Partnering" workshop, selecting the "Partnering" facilitator and workshop site, and other administrative details shall be as agreed to by both parties. The costs involved in providing a facilitator and a workshop site will be bome equally by the Owner and the Contractor. The Contractor shall pay all compensation for the wages and expenses of the facilitator, and of the expenses for obtaining the workshop site. The Owner's share of such costs will be reimbursed to the Contractor in a change orderwritten by the Engineer. Markups will not be added. All other costs associated with the "Partnering" relationship will be bome separately by the party incurring the costs. The establishment of a"Partnering"relationship will not change or modify the terms • and conditions of the contract and will not relieve either party of the legal requirements of the contract. G1VemW)M=WWan Jum C plwwoWigh WM Sde R"Iln"pecMceOons�25F 2.dw SCOPE AND CONTROL OF WORK February 2008 SPECIAL PROVISIONS-SECTION 2 2-5.3.4 Record Drawings The Contractor shall maintain one record copy of all Drawings, Specifications, Addenda, Modifications,Approved Submittals, Correspondence, and Transmittals at the site in good order and readily available to the City, Engineer, and the Inspector. The Record Drawings shall be clearly and correctly marked and the Record Specifications annotated by the Contractor to show all changes made during the construction process at the time the changed Work is installed. No such changes shall be made in the Work unless previously authorized by a Modification or by specific approval of deviations or revisions in submittals. The Contractor shall maintain a continually updated set of Record Drawings as the Work progresses. The Contractor shall submit complete record drawings for City approval at the completion of the project. 2-9 SURVEYING Reference lines and grades for the proposed improvements shall be provided by the Contractor and as approved by the Owner. Construction surveying shall be performed by a licensed land surveyor currently registered in the State of California. The Contractor shall preserve all benchmarks, monuments, survey marks, and stakes, and, in case of their removal or destruction by. him or his employees, shall be liable for the cost of their replacement. 2-11 SOIL COMPACTION TESTING The Contractor shall arrange for and pay for all soil compaction tests on fill and backfill. All soil compaction testing shall be performed under the direction of a licensed geotechnical engineer currently registered in the State of California. If the Contractor plans to use imported sand or other imported material for backfill, a sample of the material to be used for the backfill shall be delivered to the geotechnical engineer for testing, ten (10) working days prior to the commencement of backfilling. Compaction testing method for pipelines shall be per the Greenbook. Compaction testing method for building and structural foundation shall be per the 5-layer test ASTM Standard D-1557. Upon completion of soils testing for the Project, the Contractor shall submit a compaction testing soils report prepared by a licensed geotechnical engineer currently registered in the State of California. The soils report shall. provide the results of all soils testing work performed on the Project. - END OF SECTION - G�0oj1Projoeft%an Juan Cepistra w\High Weal Sift PlpalineGSpadlimliansk25FSec2.tlpc SCOPE AND CONTROL OF WORK SPECIAL PROVISIONS-SECTION 2 • SECTION 3 -- CHANGES IN WORK 3-6 CONSTRUCTION DELAYS 1) Related Work The Contractor expressly waives any and all rights to make claim or be entitled to receive any compensation or damages for failure of the Owner or of a utility company, Owner, agency, or other contractor to have related portions of the project completed in time, creating delays, standby or waiting time for work included in this contract. 2) Geotechnical or Subsurface Conditions Unforeseen geotechnical and subsurface conditions may be exposed during grading or construction activities which may require additional geotechnical or subsurface investigations and/or design modifications to the construction plans. The Contractor expressly waives any and all rights to make claim or be entitled to receive any compensation or damages due to unforeseen geotechnical or subsurface conditions which cause delays, standby or waiting time for work • included in this contract. In the event the Contractor encounters materials on the site he or she reasonably believes to be asbestos or a hazardous substance, and the asbestos or hazardous substance has not been rendered harmless, the Contractor may continue work in unaffected areas reasonably believed safe, and shall immediately cease work in the area affected and report the condition to the Owner Representative in writing. END OF SECTION - • G:AVerolProjedstSen Juan Cepis"nMigh West&do PipellnelSpedfmtionat26F-SecS.eac CHANGES IN WORK February MOB SPECIAL PROVISIONS-SECTION 3 • SECTION 4 — CONTROL OF MATERIALS 4-1 MATERIALS AND WORKMANSHIP The Contractor shall submit with each of its billing invoices, a corrected list of quantities, verified by the Engineer, for unit price items listed in the Bid Schedule. The Contractor shall place the orders) for all long-lead supplies, materials, and equipment, for any traffic signing, striping, legends, and traffic control facilities within 3 working days after the award of Contract by the Owner. The Contractor shall fumish the Engineerwith a statement from the vendor(s)that the orders)for said supplies, materials, and equipment has been received and accepted by said vendor(s)within 15 working days from the date of said award of Contract. - END OF SECTION - • • WVem\Pro)e0 \Sen Juan C pisnanoWiBh West Side Pipeline) pwffloa6onzWFSeWxw CONTROL OF MATERIALS February 2008 SPECIAL PROVISIONS-SECTION 4 • SECTION 5 -- UTILITIES 5-1 LOCATION —Add the following: The Contractor shall pothole utility crossings and expose all connection points to the existing systems for verification of horizontal and vertical locations, at the locations shown on the drawings. Potholing information shall be submitted to the Engineer a minimum of 1,300 LF or 5 days of trenching work ahead of the trenching and pipelaying heading. The Contractor shall be responsible for hiring a licensed land surveyor to obtain survey information associated with potholing. No extension of time or additional compensation will be made for the delays or avoidable construction costs caused by the failure of the Contractor to complete the potholing in a timely manner. Once the Contractor has potholed the points of connection and submitted the information to the Engineer for review, the Engineer will transmit a letter of clarification to the Contractor directing him on how to modify the design, if necessary, in order to properly join up with the existing facilities or avoid utility conflicts. The Contractor shall notify Underground Service Alert at least 48 hours in advance of . any construction or potholing and make arrangements for the existing utilities to be marked. • The Contractor shall collect and provide the following information to the Engineer for review: Top of Utility Elevation Bottom of Utility Elevation Coordinates (Northing and Eastings) Outside Diameter of Pipe, Width/Height of Duct Bank Utility Material Condition of Utility All costs incurred in exposing and locating the existing utilities, including all labor tools, equipment for excavation, backfill, and restoring surface improvements,shall be included in the price bid item for potholing, as indicated on the Bid Schedule, and no further compensation will be provided therefore. END OF SECTION - • G:\Vam\Prpjec Sant an Cegetrend\Hight/ t Side NpellneXWdr,eUW9U8F-Sec5.E UTILITIES Febi aryl 8 SPECIAL PROVISIONS-SECTION 5 • SECTION 6 -- PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK 6-1 SCHEDULE OF WORK. A schedule of work as required under Section 6-1 of the Standard Specifications shall be provided by the Contractor at the pre-construction meeting. 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK Section 6-1 "Construction Schedule and Commencement of the Work" is deleted and replaced by the following provisions: 6-1.2 Progress Schedule. - The provisions of Section 6-1 of the Standard Specifications shall be modified as specified in these Special Provisions. 6-1.3 Method.- The Contractor shall provide a project management tool in the form of a Critical Path Method (CPM) network schedule for planning and scheduling of all work required under the Contract.All schedule reports shall be in the form of computer printouts. The Contractor may elect to use bar charts (Gantt charts) as a supplementary on-site scheduling tool; provided that all such bar charts shall be generated in the computer from the approved CPM network schedule. CPM schedules may be submitted in either arrow diagram or time-scaled precedence diagram format, subject to the requirements of these Special Provisions. • 6-1.4 Qualifications.- A statement of computerized CPM capability shall be submitted in writing prior to the award of the Contract, and shall verify that either the Contractor's organization has in-house capability to prepare and use CPM scheduling techniques, or that the Contractor will employ a CPM consulting firm who is so qualified. 6-1.5 Submittal Procedures. - Within 20 working days of approval of the Contract, and within 10 working days of the Engineer's written request at any other time, the Contractor shall submit the schedule and schedule reports in the form specified herein. The Contractor, if requested by the Engineer, shall provide revised network diagrams and schedule reports if at any time the Engineer considers the completion date to be in jeopardy because of"activities behind schedule." Such additional network diagrams and reports shall include a new arrow or precedence diagram and schedule reports conforming to the requirements of this Section, showing how the Contractor intends to accomplish the Work to meet the completion time specified. The form and method employed by the Contractor shall be the same as that required for the initial schedule submittal. 6-1.6 Schedule Revisions. - The Contractor shall modify any and all portions of the construction schedule that become infeasible because of activities or procurement behind schedule, orfor any other valid reason.Any activity that cannot be completed by its original latest completion date shall be deemed to be behind schedule. 6-1.7 Change Orders. - Upon issuance of a Change Order or other Contract • modification, the approved change shall be reflected in the next submittal of the Construction Schedule. PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK G.Nem\Prafec San Juan Capiabam\High West Side R"hne15paGficatima\29FSec6.Eoc February 2998 SPECIAL PROVISIONS-SECTION 6 6-1.8 Approved Standards. - 6-1.8.1 Definition.- CPM scheduling, as required under this Section, shall be interpreted to be generally as outlined in the Associated General Contractors of America publication "The Use of CPM in Construction," as modified in these Special Provisions. 6-1.8.2 Construction Schedules. - Construction schedules shall include computer- generated graphic networks and computerized construction schedule reports meeting the requirements of this Section. 6-1.8.3 Networks. - The CPM scheduling network shall be in the form of a time-scaled arrow or time-scaled precedence diagram of the"activity-on-arrow"orthe"activity on node" type and may be divided into separate pages with suitable notation relating to the interface points between the pages. Individual pages shall not exceed 36 by 60 inch sheet size. Notation on each activity arrow or node shall include a brief work description and duration estimate. All construction activities and procurement shall be indicated in a time-scaled format and calendar scale shall be shown along the entire sheet length. Each activity arrow or node shall be plotted so that the beginning and completion days and free float time of said activity can be determined graphically by comparison with the calendar scale.All activities shall be shown using symbols that clearly distinguish between critical path activities and free float for each non-critical activity. All non-critical path activities shall show estimated performance time and free float time in scaled format. _ 6-1.8.4 Duration Estimates. -The duration estimates indicated for each activity shall be computed in working days, converted to calendar days, and shown on the construction schedule in calendar days, and shall represent the single, best estimate considering the scope of the Work and resources planned for the activity. Except for certain non-labor activities, such as curing of concrete, paint drying, procurement, or delivering of materials, activity durations shall not exceed 10 working days(14 calendardays)nor be less than one working day unless otherwise accepted by the Engineer. 6-1.8.5 Schedule Reports. - Schedule reports shall be prepared from the initial construction schedule and from all subsequent revisions of the schedule. As a minimum, Schedule Reports shall contain the following data for each activity: 1. Activity numbers (or I j numbers) 2. Estimated activity duration 3. Activity description (incl procurement items) 4. Early Start date (calendar dated) 5. Early Finish date (calendar dated) 6. Late Start date (calendar dated) 7. Late Finish date (calendar dated) 8. Status (whether critical) 9. Total Float for each activity 10. Free Float for each activity PROSECUTION, PROGRESS,AND ACCEPTANCE OF THE WORK Feb ery OpB� SsnJuan CepisVsnoWighWest Side%pe1JnMSpessficadons@gF-Sec6.tlac SPECIAL PROVISIONS-SECTIONS • 6-1.8.6 Project Information. - As a minimum, each Schedule Report shall include the following summary data: 1. Project name 2. Contractor name 3. Sequence or revision number or date 4. Project duration 5. Scheduled completion date(s) 6. Date of commencement of the Work 7. Cite new completion date, if applicable 6-1.9 Schedule Monitoring. - At not less than monthly intervals, and when specifically requested by the Engineer, the Contractor shall submit to the Engineer a computer printout of the latest updated Schedule Report for those activities that remain to be completed. 6-2 PROSECUTION OF WORK 6-2.1 Temporary Paving. The Contractor shall perform on a daily basis trench backfill, compaction, and base paving with hot mix asphalt concrete to the roadway travel surface and open the roadway for public use by the end of the designated work hours. 6-2.2 Sequence of Work. Coordination with the imminent paving project in Del Obispo Street and Junipero Serra Road requires an organized sequence of work to avoid delaying the paving project as follows: • Work Heading No. 1: Del Obispo Street beginning at Ali Paz Street and working towards Paseo Terrazza. Work Heading No. 2: Del Obispo Street beginning at Aguacate and working towards Blue Fin Drive. Work Heading No. 3: Junipero Serra Road beginning at Camino Capistrano and working towards Rancho Viejo Road. 6-7 TIME OF COMPLETION 6-7.1 General. After the contract has been approved by the Owner, and a written Notice to Proceed has been issued to the Contractor, the Contractor shall start the Work within 10 working/calendar days after the date specified in said Notice to Proceed. The Work shall be diligently prosecuted to substantial completion before the expiration of 120 WORKING DAYS from the date specified in written Notice to Proceed from the Owner. Substantial completion is defined as occurring when all new pipes have been placed into service and surface restoration has been completed. The Project includes an early completion milestone that requires substantial completion of all pipeline and appurtenance construction, testing, backfilling, and surface restoration in • the Del Obispo Street right-of-way from Blue Fin Drive to Alipaz Street and in the Junipero Serra Road right-of-way from Camino Capistrano to Rancho Viejo Road by August 1, PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK GAVenn\RoJect an Juan CapietrenMigh West Ske RpelineZpedficabonc129FSaa.d= SPECIAL PROVISIONS-SECTION 6 February 2008 2008. Substantial completion is defined as completion of all work in the street between curbs or edges of pavement that will negatively impact the proposed street paving project if not completed prior to paving. The work area described for early completion must be completed in advance of a street repair and paving project in order to avoid forfeiting Federal Highway grant funds and significant financial loss to the City. As set forth in Section 6-9 of the Amended Standard Specifications, and in Article 2 of the Agreement, the Contractor shall pay to the Owner as liquidated damages,the sum set forth in Article 2 of the Agreement per day for each and every working/calendar day delay in finishing the Work in excess of the amount of working/calendar days prescribed above. Liquidated damages apply to the early completion milestone and the project final completion schedule individually and separately as each may be determined in accordance with the contract. 6-7.2 Hours of Operation. -It shall be unlawful for any person to operate, permit, use, or cause to operate any of the following, other than between the hours of 7:00 a.m. to 5:00 p.m., Monday through Friday, with no work allowed on Owner-observed holidays, unless otherwise approved by the Engineer: 1. Powered Vehicles 2. Construction Equipment 3. Loading and Unloading Vehicles 4. Domestic Power Tools See plans for location specific work hour requirements. 6-7.3 Limitations. - No trench excavation or pipe laying shall be performed on Fridays, weekends, holidays, or the day preceding a holiday without prior approval of the Engineer. Fridays shall be used for cleanup and paving where possible. 6-8 COMPLETION, ACCEPTANCE, AND WARRANTY 6-8.1 Maintenance and General Guaranty- The Contractor hereby guarantees that the entire work constructed by him/her under the Contract will meet fully all requirements thereof as to quality of workmanship and of materials furnished by him/her. The Contractor hereby agrees to make at his/her own expense any repair or replacement made necessary by defects in materials or workmanship supplied by him/her that becomes evident within a one-year period after Notice of Completion, and to restore to full compliance with the requirements of these specifications, including all test requirements, any part of the plant facilities or appurtenant works which, during said one-year period, is found to be deficient with respect to any provision of the specifications. Replacement of backfill, where it has settled below the lines established by the Owner, shall be considered part of such repair work, and any repair of resurfacing constructed _ PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK FAVwnp"gaB�nJuan CapiseanoWghWeak SIdePipelhw\.SpedfretwsURF-S%6doc SPECIAL PROVISIONS—SECTION 6 • by the Contractor which becomes necessary by reason of settlement shall likewise be considered part of such repair work. The Contractor shall make all repairs and replacements promptly upon receipt of written orders for the same from the Owner. If the Contractor fails to make repairs and replacements promptly, the Owner may contract with others for performance of the work and the Contractor and his surety shall be liable to the Owner for the cost thereof. The guaranty and agreements set forth herein shall be secured by a surety bond which shall be delivered by the Contractor to the Owner before the notice of completion and acceptance of The Work, shall be filed by the Owner. Said surety bond set forth herein shall be in an approved form and executed by a surety company or companies satisfactory to the Owner, and in the amount of 100 percent of the contract amount. Instead of providing such bond as is described above, the Contractor may, at his option, provide that the faithful performance bond furnished under the contract shall remain in force and effect for said purposed in the required amount. 6-11 NOTIFICATION The Contractor shall notify the Owner and the owners of all utilities and substructures not less than 2 working days prior to commencing the Work. The following list of names and telephone numbers is intended for the convenience of the Contractor only and is not • guaranteed to be complete or correct: CITY OF SAN JUAN CAPISTRANO Mike Smith, Public Works,Water Inspection (949)487-4311 James Prather, Department of Engineering and Building,Street Inspection (949)443-6354 Joe Mankawich,Associate Engineer, Project Manager (949)487-4313 PACIFIC BELL Attention: Bill Spivey (714)259-4463 SAN DIEGO GAS&ELECTRIC COMPANY Attention: David Gilmette (949)361-8040 MOULTON NIGUEL WATER DISTRICT Attention: Ray McDowell (949)831-1773 COX CABLE Attention: Steve Demora (949)549-2813 UNDERGROUND SERVICE ALERT (800)422-4133 The names, addresses, and telephone numbers of the Contractor, sub- contractors, their owners, officers, and superintendents, shall be filed with the Engineer at the Pre-Construction Conference. • - END OF SECTION - PROSECUTION, PROGRESS, AND ACCEPTANCE OF THE WORK G]Vem\Pmj =\San Juan CapiaeanoWlgh West&do Pipa11na45pedgc;d1wsU9F8%c8.dcc SPECIAL PROVISIONS—SECTION 6 February 2908 • SECTION 7 -- RESPONSIBILITIES OF THE CONTRACTOR 7-1 INSURANCE AMOUNTS. The limits of liability for insurance, as required by Section 7-3 and 7-4 of the Standard Specifications, are amended to provide coverage for not less that the following amounts, or greater where required by laws and regulations: 1. Workers' Compensation: a) State: Statutory Amount or minimum $1,000,000 b) Employer's Liability: $1,000,000 2. Comprehensive General Liability: a) Bodily Injury(Including completed operations and products liability and wrongful death): $ 1,000,000 Each Occurrence $ 1,000,000 Annual Aggregate • Property Damage: $ 1,000,000 Each Occurrence $ 1,000,000 Annual Aggregate b) Property damage liability insurance will provide explosion, collapse, and underground coverages where applicable. c) Personal injury, with employment exclusion deleted: $1,000,000 Annual Aggregate 3. Comprehensive Automobile Liability: a) Bodily Injury(Including wrongful death): $1,000,000 Each Person $1,000,000 Each Occurrence b) Property Damage $1,000,000 Each Occurrence • Or a combined single limit of $1,000,000 GAVamWojeclsXSanJuan CapiseanoWlghWest&deRpeline1Speclfca0onsMF-SeW.Ecc RESPONSIBILITIES OF THE CONTRACTOR Febwary 2008 SPECIAL PROVISIONS-SECTION 7 7-2 PERMITS The Contractor shall be responsible for obtaining the following permits: Encroachment- City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Encroachment- City of Dana Point 33282 Golden Lantern Dana Point, CA 92629 Encroachment- CALTRANS District 12 — Permits Branch 3347 Michelson Drive, Suite 100 Irvine, CA 92612 All permits and licenses for construction of The Work shall be met solely and fully by the Contractor. All costs incurred due to the permit and license requirements shall be included in the various bid items and no additional payment will be made to the Contractor. The Contractor shall abide by the requirements of all permits. 7-3 MUNICIPAL CODE The Contractor and all subcontractors shall comply with all applicable sections of the Municipal Code of the City of San Juan Capistrano, with special attention directed to Section 6-3.06(b), (c), (d), and (e). The Contractor shall secure the services of the City's exclusive solid waster hauler for their solid waste hauling needs. 7-8 PROJECT SITE MAINTENANCE 7-8.1 Cleanup and Dust Control The Contractor shall prevent dirt and/or mud from being transferred from the work site to city streets. The Contractor shall wash down and/or sweep the streets at the end of each day as necessary to clean the streets as directed by the City's Representative. Payment for this work shall be included in the various bid items and no additional compensation will be made. 7-8.4 Sanitation The Contractor shall furnish and install all necessary field toilets, lavatory fixtures, and daily janitorial services for the duration of the Work. These accommodations shall be maintained in a neat and sanitary condition. The Contractor shall remove said facilities within two (2) days after the execution of the Notice of Completion. All facilities hereunder shall conform to or exceed the applicable requirements of Cal-OSHA and the OSHA standards for construction. The Contractor shall furnish all the facilities and _ means for the proper sanitation of the Work and shall hold harmless the Owner, its GAV=\WojecisGSen Juan CaOistrenoWigh West Side ApelinalSgedfimfiws=F-Sec7.doc Fedniery 2DM RESPONSIBILITIES OF THE CONTRACTOR SPECIAL PROVISIONS-SECTION 7 • officers and employees, from any liability resulting from improper or insufficient sanitation measures. 7-8.5 Construction Water, Temporary Power, Temporary Lighting 1) The City will provide an adequate supply of water to the Contractor free of charge for the purpose of compaction of materials, construction operations, testing, dust control and other construction use for work under the Contract. The Contractor may connect to City fire hydrants with an approved meter and an approved backflow prevention device. The Contractor will be responsible for all equipment required to collect, load, transport, and apply water as necessary. 2) The Contractor shall provide, at its own expense, all necessary power required for his operations under the contract, and shall provide and maintain all temporary power lines required to perform the work in a safe manner and to the satisfaction of the City's Representative. All temporary connections for electricity shall be subject to the approval of the Engineer and the power company representative, and shall be removed in like manner at the Contractor's expense prior to final acceptance of the work. 3) All work conducted under conditions of deficient daylight shall be suitably lighted to insure proper work and to afford adequate facilities for inspection and safe working conditions. • 7-8.6 Water Pollution Control In order to ensure a minimum level of water quality control, the Contractor shall effectively implement and maintain appropriate construction site Best Management Practices(BMPs), and shall comply with the following minimum requirements: 1) Sediments shall not be discharged to the storm drain system or receiving waters. 2) Sediments generated on the Project site shall be contained within the Project site using appropriate BMPs. 3) No construction-related materials:waste, spills, or residue shall be discharged from the Project site to streets, drainage facilities, receiving waters, or adjacent property by wind or runoff. 4) Non-storm water runoff from equipment, vehicle washing, or any other activity shall be contained within the Project site using appropriate BMPs. 5) Erosion from exposed topsoil slopes and channels shall be prevented. 6) Minimize grading during the wet season. All erosion susceptible slopes shall be covered, planted, or protected in any way that prevents sediment discharge from the Project site. • Trenching and excavation activities forthe Recycled Water Pipeline Project, Recycled Water Pressure Reducing Station Project, and High West Side Pipeline Replacement GW. NPrpjeM\SmJuanC pmtWigh WestSdtl Pipelines pe ftc fiw.=F-S.7.d. RESPONSIBILITIES OF THE CONTRACTOR Fe wary 2 8 SPECIAL PROVISIONS-SECTION 7 Project have been determined to exceed 1.00 acres and will require preparation of a Storm Water Pollution Prevention Plan (SWPPP). The Contractor is responsible for retaining an engineer to prepare a SWPPP. Work required to comply with Regional Water Quality Control Board stormwater pollution prevention regulations includes, but is not limited to, preparing a SWPPP, filing Notice of Intent, complying fully with all requirements of the SWPPP, closing out the SWPPP, and paying all fines associated with failure to comply with the SWPPP requirements of the applicable Regional Water Quality Control Board, except where such fines are assessed due to the sole negligence of City. Contractor shall prepare and submit the Notice of Intent, and prepare the SWPPP within 14 calendar days of receiving the Notice to Proceed. Payment: Full compensation for preparing a SWPPP, complying with SWPPP requirements, and implementation of construction BMPs, including BMP inspections and maintenance, proper deployment and removal of all BMPs, and all other related costs shall be considered as included in the lump sum Bid price for "EROSION AND SEDIMENTATION CONTROL, SWPPP". Payment will be prorated on a monthly basis over the duration of the Contract. 7-8.8 Dewatering The Contractor may encounter groundwater or water from other sources during _ excavation. The Contractor shall provide and maintain at all times during construction, ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work. Dewatering shall be accomplished by methods which will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations. Dewatering shall commence when groundwater is first encountered, and shall be continuous until such times as water can be allowed to rise in accordance with the provisions of this section. Disposal of water from dewatering operations shall be the sole responsibility of the Contractor. Disposal methods shall conform to the requirements of the Regional Water Quality Control Board, County of Orange, and Cities of San Juan Capistrano and Dana Point. The Contractor shall pay for all monitoring and reporting requirements that may be required by NPDES discharge permit. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. Conveyance of the water shall be such as to not interfere with traffic flow or other construction. No water shall be drained into work built or under construction without prior consent of the Owner Representative. Water shall be desanded and dechlorinated before disposal in any storm drain system. The system used for desanding the water shall be a baffled structure and shall provide not less than five minutes detention time and shall have a "flow-through" velocity not exceeding 0.2 feet per second at the anticipated peak flow. The desanding box shall G.WemlProJedslSenJuan CepistrenoHgh West Side Rpe1ine\Sped1wt1ons\30E-Sec7.doc Febiuery 2008 RESPONSIBILITIES OF THE CONTRACTOR SPECIAL PROVISIONS-SECTION 7 • be cleaned as required to maintain the detention time and flow-through limitations specified above. Water shall be desanded prior to disposal in a sanitary sewer system. Advance notice of 72 hours is required prior to disposal of water in a sanitary sewer to provide sufficient time to obtain permission from the South Orange County Wastewater Authority (SOCWA). 7-8.9 Disposal of Water from Testing, Flushing, and Disinfection Work Disposal of water from testing, flushing, and disinfection of pipelines shall be the sole responsibility of the Contractor. Disposal methods shall conform to the requirements of the Regional Water Quality Control Board, County of Orange, and Cities of San Juan Capistrano and Dana Point. The Contractor shall pay for all monitoring and reporting requirements that may be required by NPDES discharge permit if water is discharged to a storm drain facility. The Contractor shall dispose of the water from the work in a suitable manner without damage to adjacent property. Conveyance of the water shall be such as to not interfere with traffic flow or other construction. No water shall be drained into work built or under construction without prior consent of the Owner Representative. • Water shall be dechlorinated before disposal in any storm drain system. Advance notice of 72 hours is required prior to disposal of water in a sanitary sewer to provide sufficient time to obtain permission from the South Orange County Wastewater Authority (SOCWA). The requirement to dechlorinate water from testing, flushing, and disinfection operations and dispose of said water in a sanitary sewer is dependent on the flow rate and chlorine residual, and is subject to the requirements of SOCWA. 7-8.10 Noise Criteria The Contractor shall abide by the exterior noise criteria allowed by the County of Orange. and the Cities of Dana Point and San Juan Capistrano, and these specifications. 7-10.4.4 Asbestos If the Contractor encounters asbestos cement pipe (ACP) as part of the work, he shall remove, cut, dispose or modify such pipe in accordance with all federal, state and local regulations. If such pipe requires removal in order to accomplish the work, such pipe shall become the property of the Contractor. No cutting, crushing, or grinding that releases airbone asbestos particles shall be done to ACP. Removal of ACP shall be to nearest joint or by snap cutting methods that release not asbestos particles into the air. Payment for this work shall be included in the individual lump sump or unit price bid items for which the work is performed with no additional compensation provided. • GAVem\PoJeds\Sen Juan CapBtranoWigh Weal Side Fpd1ne%SpetliCMWns030FSec7Aoe RESPONSIBILITIES OF THE CONTRACTOR February 2003 SPECIAL PROVISIONS-SECTION 7 7-10.6 Site Security The Contractor is responsible for site security at all times. The Contractor shall provide a fence or other barricade as required to prevent the public from gaining access to the site. 7-15 WORK AREA LIMITS, SITE ACCESS, AND MATERIALS STORAGE The Work under this contract is located within property owned by the City, City easements, Caltrans easements, or public right-of-way. Work shall be limited to the easements, designated work areas, and public right-of-ways. Storage of materials and equipment, including Contractor employee vehicle parking, shall be restricted to these areas during working hours only. The Contractor shall not maintain any vehicles on public streets. It shall be the Contractor's responsibility to provide, at his expense, all material and equipment and furnish all labor, transportation, and equipment necessary to facilitate delivery of material and equipment to the site. - END OF SECTION - February lSenJuanCepisVenpWlgh West Side Fpelina\Speclficetionar30FSpcl.tloc RESPONSIBILITIES OF THE CONTRACTOR SPECIAL PROVISIONS-SECTION 7 • SECTION 8 -- FACILITIES FOR AGENCY PERSONNEL 8-1 FIELD OFFICES. All provisions of Section 8 "Facilities for Agency Personnel' are deleted. Field office facilities for Agency personnel will not be required for this project. END OF SECTION - • • G1VernV4oje \San Juan GWistano\Hlpb Wert&"Molne\SpatlMaeDmWF-SBCS.dm FACILITIES FOR AGENCY PERSONNEL February 2008 SPECIAL PROVISIONS-SECTION 8 • SECTION 9 - MEASUREMENT AND PAYMENT 9-1 OWNER SUPPLIED MATERIALS The Contractor shall include as a part of its bid, all costs of loading, unloading, handling, storing,transporting to and from the job site, installing of said supplied items,and delivering unused items to the City utilities yard. Copies of the materials purchase order from the City to the vendor is included in the Special Provisions Appendix for the bidders information. All costs and cost savings associated with Owner supplied materials shall be factored into the bid for construction. Pre-purchase of materials by the City is being done to facilitate early initiation of construction work in the areas covered under the early completion milestone. The Contractor is responsible to perform a complete materials take-off, identify any materials not included in the pre-purchase order, and order any missing materials in a timely manner to avoid impacting the Project completion schedules. 9-2 BID SCHEDULE All pay line items will be paid for at the unit prices named in the Bid Sheet(s) for the respective items of work. The quantities of work or material stated as unit price items on the Bid Sheet(s) are supplied only to give an indication of the general scope of the Work. • The Owner does not expressly, nor by implication, agree that the actual amount of work or material will correspond therewith, and reserves the right after the award of Contract to increase or decrease the quantity of any unit price item of work in accordance with the provisions of Section 3-2 of the Special Provisions, and shall have the right to delete any Bid item in its entirety, or to add additional Bid items. 9-3 SCHEDULE OF VALUES Within 21 days of the issuance of the Notice of Award, the Contractor shall submit a Schedule of Values in accordance with Part 8 of these specifications. The Schedule of Values shall consist of a detailed list of items of work and values associated with said work items. Acceptance of the Schedule of Values by the Owner must precede the first progress payment by the Owner. The schedule of values may be used for change order purposes by the Owner if required. 9-4 BID ITEM DESCRIPTIONS 9-4.1 Initial Mobilization, Permits, Bonds, Insurance and Construction Scheduling (Bid Item No. 1). Measurement for Payment for Initial Mobilization will be based upon the completion of all of the items of work listed in Subsection 9-2.4 of the Special Provisions as a lump sum, non-proratable bid item Measurement for payment for initial mobilization will be based upon completion of such work as a lump sum, non-proratable pay item, and shall require completion of all of the • listed items during the first 30 days following the Notice to Proceed. GAVem\Pmje=\San Juan Caplsvna\High We Side Fpe11ne\3pedfs:ati0nsWF-S9p9.dw MEASUREMENT AND PAYMENT Fabuary 2908 SPECIAL PROVISIONS-SECTION 9 Payment for Initial Mobilization will be made at the lump sum allowance named in the Bid Sheet(s)under Item No. 1, which price shall constitute full compensation for all such work. Payment for Initial Mobilization will be made in the form of a single, lump-sum, non- proratable payment, no part of which will be approved for payment under the Contract until all Initial Mobilization items listed herein have been completed as specified. The scope of the work included under Pay Item No. 1 shall include the obtaining of all bonds, insurance, and permits, moving onto the site of all plant and equipment, and the furnishing and erecting of plants, temporary buildings, and other construction facilities, all as required for the proper performance and completion of the Work. Mobilization shall include, but not be limited to, the following principal items: 1. Moving onto the site of all Contractors plant and equipment required for the first month's operations. 2. Establishing fire protection systems as specified in these Special Provisions. 3. Providing on-site communication facilities for the Contractor and the Engineer, including telephones,2-way radios, pagers, modems,and facsimile machine, as specified in these Special Provisions. 4. Providing on-site sanitary facilities and potable water facilities, as specified per Subsection 7-8.4, "Sanitation" of the Standard Specifications. 5. Fumishing, installing, erecting, and maintaining all storage buildings or sheds required forthe temporary storage of any products, equipment,or materiaisthat have not yet been incorporated into the Work. All such storage facilities shall meet or exceed the material manufacturers published storage requirements and these Special Provisions, including any ambient temperature and humidity controls, if recommended by the material manufacturer, and for all security and safety on and about the site of the Work. 6. Arranging for, and erection of, the Contractor's construction and storage yard per Section 7-10, "Public Convenience and Safety." 7. Obtaining and paying for all required bonds, insurance, and permits. 8. Posting all OSHA-required notices, and establishment of OSHA-approved safety programs. 9. Having the Contractors superintendent at the job site full-time. 10.Submitting of the required Construction Schedule, as specified in the Section 6- 1, "Construction Schedule and Commencement of Work." In addition to the requirements specified above, all submittals shall conform to the applicable requirements of Subsection 2-5.3, "Shop Drawings and Submittals" of the Standard Specifications. G]V.mVPojectslSen Juan CapistramVigh West Side Pipe1ine%SpedRae1an.n2F-Sec9.Eoc MEASUREMENT AND PAYMENT FeM wyzoos SPECIAL PROVISIONS—SECTION 9 • No payment for any of the listed Initial Mobilization Work items will be made until all of the listed items have been completed to the satisfaction of the Engineer. The aforementioned amount will be retained by the Owner as the agreed, estimated value of completing all of the mobilization items listed. Any such retention of money for failure to complete all such mobilization items as a lump-sum item shall be in addition to the retention of any payment pursuant to the provisions of Public Contract Code 22300. Payment for Initial Mobilization will be made at the as a fixed allowance shown under Bid Item No. 1, of the Bid Schedule, which price shall constitute full compensation for completion of all of the items of work listed in Subsection 9-2.4 of the Special Provisions 9-4.2 Traffic Control (Bid Item No. 2)—Measurement for payment for traffic control shall be based on completion of traffic control operations as required by the City of San Juan Capistrano, City of Dana Point, and Caltrans, including preparation of traffic control plans. Payment for traffic control shall be made at the lump sum price named in the Bid sheets. 9-4.3 Erosion and Sedimentation Control,SWPPP(Bid Item No.3)—Measurement for payment for erosion and sedimentation control, implementation of BMPs and preparation and management of Stormwater Pollution Prevention Plan (SWPPP) will be based upon proper deployment and removal of BMPs, including BMP inspections and • maintenance, preparing a SWPPP, filing Notice of Intent, complying fully with all requirements of the SWPPP, closing out the SWPPP, and paying all fines associated with failure to comply with the SWPPP requirements of the applicable Regional Water Quality Control Board, except where such fines are assessed due to the sole negligence of City. Payment for preparation and management of the SWPPP, and implementation of BMPs will be made at the lump sum price named in the Bid Sheets, prorated on a monthly basis over the duration of the Contract. 9-4.4 Record Drawings (Bid Item No. 4) — Measurement for payment for record drawings shall be based on submittal and City approval of such drawings, as specified in the Special Provisions Section 2-5.3.4. Payment for record drawings shall be made at the lump sum price named in the Bid Sheets. 9-4.5 Demobilization (Bid Item No. 5) — Measurement for payment for demobilization will be based upon the completion of all items of work listed in the Standard Specifications. Payment for Demobilization will be made at the lump sum price named in the Bid Sheets, which price shall constitute compensation for completion of items listed in the Standard Specifications. 9-4.6 Sheeting, Shoring, and Bracing or Equivalent Method (Bid Item No. 6). • Measurement for payment for temporary sheeting, shoring, and bracing, or equivalent method,will be based upon the completion of all planning, design, engineering,furnishing, G:Werrnrojects\San Juan CaneV.m\ i9b West Side P1W1ine4SPe0=9onsMFSec9.Eoc MEASUREMENT AND PAYMENT February 2008 SPECIAL PROVISIONS-SECTION 9 and construction, and the removal and disposal of all such temporary sheeting, shoring, and bracing as a lump sum item, complete, as required under the provisions of any permits and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Payment for temporary sheeting, shoring, and bracing, or equivalent method, shall be made at the lump sum price named in the Bid Sheets. 9-4.7 Pothole and Survey of Existing Utilities(Bid Item No.7)— Measurement for payment for potholing shall be based upon the completion of each pothole, as verified by the construction inspector, and as specified in the Special Provisions. Payment for potholing will be made at the unit price per pothole listed in the Bid Sheets. 9-4.8 24-Inch PVC Pipe (Bid Item No. 8) - Measurement for payment for 24-inch PVC C905, Class 235, pipe will be based upon the number of linear feet of such pipe actually placed as specified and as shown on the drawings as determined by measurement along the centerline of such pipe. Payment for the PVC pipe will be made at the unit price per linear foot named in the Bid Sheets,which price shall constitute full compensation forfumishing and placing all such pipe, bends, fittings, and thrust blocks, all earthwork including excavation dewatering, backfill, compaction, pipe jointing, and connection to structures. Unit price shall include all costs and credits to the Project related to Owner supplied materials. — 9-4.9 Temporary End-of-Line Pipe Cap (Bid Item No. 9) — Measurement for payment for temporary end-of-line pipe cap and thrust block will be based upon the installation of each assembly as specified and as shown on the drawings. Payment for end-of-line pipe cap assemblies will be made at the unit price per assembly named in the bid sheets. 9-4.10 4-Inch Blow off Assemblies(Bid Item No. 10)—Measurement for payment for 4-inch blow off assemblies will be based upon the installation of each assembly as specified and as shown on the drawings. Payment for blow off assemblies will be made at the unit price per assembly named in the bid sheets. 9-4.11 2-Inch Air and Vacuum Relief Valve Assemblies (Bid Item No. 11) — Measurement for payment for 2-inch air and vacuum relief valve assemblies will be based upon the installation of each valve assembly per the City of San Juan Capistrano Standard Drawing W-16. Payment for air and vacuum relief valve assemblies will be made at the unit price per assembly named in the Bid Sheets. 9-4.12 Recycled Waterline Connection at STA 43+30+/- (Bid Item No. 12) — Measurement for payment for connection to the existing recycled waterline at STA GAVem\ApjectsNZan Juan CepistranpWlgh Wast Side PlpalloelSpecfficatlonsWFSeciiew MEASUREMENT AND PAYMENT February 2008 SPECIAL PROVISIONS-SECTION 9 43+30+/- will be based upon the completion of the connection as shown on the construction drawings. Payment for connection to the existing recycled waterline will be made at the lump sum price named in the Bid Sheets, which shall include all tees, fittings, reducers, couplings, valves, pipe spools,thrust blocks,trench excavation, control of ground and surface water, backfilling, compacting, and resurfacing. 9-4.13 Street, Pavement, and Surface Restoration(Bid Item No. 13)—Measurement for payment for street, pavement, and surface restoration will be based upon completion of all base removal/replacement, asphalt concrete pavement removal/replacement,grinding, capping, striping, and traffic control loop replacement as shown on the construction drawings, and the City of San Juan Capistrano Standard Drawings. Street, pavement, and surface restoration will be paid for at the unit price per square foot as specified in the bid sheets, including excavating, removal, stockpiling, loading, disposing, and hauling of soil, base, and asphalt pavement, import and placement of base and asphalt concrete, grinding, sawcutting, paving, and striping. 9-4.14 Replace Traffic Loops (Bid Item No. 14) — Measurement for payment for replacing traffic control loops will be based upon completion of all work necessary to repair and replace traffic control loops damaged or destroyed during construction. Replacing traffic control loops will be paid for at the lump sum price as specified in the bid • sheets, including, removing,furnishing, installing,and modifying electrical systems that are damaged during construction. 9-4.15 Hydrostatic Testing (Bid Item No. 15) — Measurement for payment for hydrostatic testing of recycled water lines shall be based on the completion of test procedures specified in the City of San Juan Capistrano Standard Specifications Section 15042. Payment for hydrostatic testing of pressure pipelines shall be made at the lump sum price listed on the Bid Sheets, which shall include execution of all field test procedures outlined in the City of San Juan Capistrano Standard Specifications. 9-4.16 Sheeting, Shoring, and Bracing or Equivalent Method (Bid Item No. 16). Measurement for payment for temporary sheeting, shoring, and bracing, or equivalent method,will be based upon the completion of all planning, design, engineering,furnishing, and construction, and the removal and disposal of all such temporary sheeting, shoring, and bracing as a lump sum item,complete,as required underthe provisions of any permits and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Payment for temporary sheeting, shoring, and bracing, or equivalent method, shall be made at the lump sum price named in the Bid Sheets. • 9-4.17 Pothole and Survey of Existing Utilities (Bid Item No. 17)—Measurement for payment for potholing shall be based upon the completion of each pothole, as verified by G:WemWrojects%Sen Juan CepistranoVliph West Side Pipe1metSped=fiomWF-SeC9.d= MEASUREMENT AND PAYMENT February 2008 SPECIAL PROVISIONS-SECTION 9 the construction inspector, and as specified in the Special Provisions. Payment for potholing will be made at the unit price per pothole listed in the Bid Sheets. 9-4.18 Recycled Waterline Connections (Bid Item No. 18) — Measurement for payment for connection to the existing recycled waterline at the recycled water pressure reducing station vault will be based upon the completion of the connections as shown on the construction drawings. Payment for connections to the existing recycled waterline will be made at the lump sum price named in the Bid Sheets, which shall include all tees, fittings, reducers, couplings, valves, pipe spools, thrust blocks,trench excavation, control of ground and surface water, backfilling, compacting, and resurfacing. 9-4.19 Site Work and Street, Pavement,and Surface Restoration(Bid Item No. 19) —Measurement for payment for site work and street, pavement,and surface restoration will be based upon completion of all base removal/replacement, asphalt concrete pavement removal/replacement, grading, paving, curb and gutter, grinding, capping, and striping as shown on the construction drawings, and the City of San Juan Capistrano Standard Drawings. Street, pavement, and surface restoration will be paid for at the unit price per square foot as specified in the bid sheets, including demolition, excavating, removal, stockpiling, loading, disposing, and hauling of soil, base, and asphalt pavement, import and placement of base and asphalt concrete, grinding, sawcutting, paving, and striping. 9-4.20 Pre-cast Pressure Reducing Station Valve Vault (Bid Item No. 20) — Measurement for payment forthe pre-cast concrete pressure reducing station vaultwill be based upon the completion of the installation of the vault, including all mechanical equipment, as specified in the construction drawings. Payment for the pressure reducing vault shall be made at the lump sum price stated in the Bid Sheets, which shall include excavation and backfill, control of ground and surface water, furnishing and installation of the vault, pressure reducing valves, resilient wedge gate valves, pipe spools, tees, bends, fittings, dismantling joints, pipe stands, pressure gauges, ventilation equipment and piping, sump pump equipment and piping, and all other appurtenances. 9-4.21 Pressure Reducing Station Vault and Site Electrical Work(Bid Item No.21) —Measurement for payment for the pressure reducing station vault and site electrical work will be based upon the completion of the electrical installation for the vault per NEC requirements as required to drive all loads and equipment shown on the Plans,as specified in the construction drawings. Payment for the pressure reducing vault and site electrical shall be made at the lump sum price stated in the Bid Sheets,which shall include excavation and backfill,control of ground and surface water, incidental servicing utility fees less than $1,000, transformer and electrical equipment pads, transformers, conduit, connections, wiring, grounding, overcurrent protection, starters, panels,disconnects, utility outlets, lighting,vault electrical — wiring, and fixtures, and all other appurtenances and work required for a completed, G:Nem)Pm)WMZan duan Caplsuand0gh west Side FpefineZpetld8ftn3Z2F-Sec9.dW MEASUREMENT AND PAYMENT February 200E SPECIAL PROVISIONS-SECTION 9 • operational facility. 9-4.22 Sheeting, Shoring, and Bracing or Equivalent Method (Bid Item No. 22). Measurement for payment for temporary sheeting, shoring, and bracing, or equivalent method,will be based upon the completion of all planning, design, engineering,furnishing, and construction, and the removal and disposal of all such temporary sheeting, shoring, and bracing as a lump sum item, complete, as required under the provisions of any permits and in accordance with the requirements of OSHA and the Construction Safety Orders of the State of California, pursuant to the provisions of Section 6707 of the California Labor Code. Payment for temporary sheeting, shoring, and bracing, or equivalent method, shall be made at the lump sum price named in the Bid Sheets. 9-4.23 Pothole and Survey of Existing Utilities(Bid Item No. 23)—Measurement for payment for potholing shall be based upon the completion of each pothole, as verified by the construction inspector, and as specified in the Special Provisions. Payment for potholing will be made at the unit price per pothole listed in the Bid Sheets. 9-4.24 16-Inch PVC Pipe(Bid Item No.24)-Measurement for payment for 16-inch PVC C905, Class 235, pipe will be based upon the number of linear feet of such pipe actually placed as specified and as shown on the drawings as determined by • measurement along the centerline of such pipe. Payment for the PVC pipe will be made at the unit price per linear foot named in the Bid Sheets, which price shall constitute full compensation for furnishing and placing all such pipe, bends, fittings, and thrust blocks, all earthwork including excavation dewatering, backfill,compaction, pipe jointing, and connection to structures. Unit price shall include all costs and credits to the Project related to Owner supplied materials. 9-4.25 12-Inch PVC Pipe(Bid Item No.25)- Measurement for payment for 12-inch PVC C900, Class 200, pipe will be based upon the number of linear feet of such pipe actually placed as specified and as shown on the drawings as determined by measurement along the centerline of such pipe. Payment for the PVC pipe will be made at the unit price per linear foot named in the Bid Sheets, which price shall constitute full compensation for furnishing and placing all such pipe, bends, fittings, and thrust blocks, all earthwork including excavation dewatering, backfill, compaction, pipe jointing, and connection to structures. Unit price shall include all costs and credits to the Project related to Owner supplied materials. 9-4.26 8-Inch PVC Pipe (Bid Item No. 26) - Measurement for payment for 8-inch PVC C900, Class 200, pipe will be based upon the number of linear feet of such pipe actually placed as specified and as shown on the drawings as determined by measurement along the centerline of such pipe. Payment for the PVC pipe will be made at the unit price per linear foot named in the Bid • Sheets, which price shall constitute full compensation for furnishing and placing all such pipe, bends, fittings, and thrust blocks, all earthwork including excavation, dewatering, GAVennTmJ c \San Juan Ceplevano\High West Side Rpenne\Spe6fca8ans132FSec9. o MEASUREMENT AND PAYMENT February 2008 SPECIAL PROVISIONS-SECTION 9 backfill, compaction, pipejointing, and connection to structures. Unit price shall include all costs and credits to the Project related to Owner supplied materials. 9-4.27 4-Inch Blow off Assemblies(Bid Item No.27)—Measurement forpaymentfor 4-inch blow off assemblies will be based upon the installation of each assembly as specified and as shown on the drawings. Payment for 4-inch blow off assemblies will be made at the unit price per assembly named in the Bid Sheets which price shall constitute full compensation for furnishing and placing all such pipe, bends, fittings, thrust blocks, and all earthwork including excavation, dewatering, backfill, compaction, pipe jointing, and connection to structures. Unit price shall include all costs and credits to the Project related to Owner supplied materials. 9-4.28 2-Inch Blow off Assemblies(Bid Item No.28)—Measurement for payment for 2-inch blow off assemblies will be based upon the installation of each assembly per the City of San Juan Capistrano Standard Drawing W-11. Payment for 2-inch blow off assemblies will be made at the unit price per assembly named in the Bid Sheets which price shall constitute full compensation for furnishing and placing all such pipe, saddles, corp stops, bends, fittings, and all earthwork including excavation, dewatering, backfill, compaction, pipe jointing, and connection to structures. 9-4.29 2-Inch Air and Vacuum Relief Valve Assemblies (Bid Item No. 29) Measurement for payment for 2-inch air and vacuum relief valve assemblies will be based upon the installation of each valve assembly per the City of San Juan Capistrano Standard Drawing W-16. Payment for air and vacuum relief valve assemblies will be made at the unit price per assembly named in the Bid Sheets which price shall constitute full compensation for furnishing and placing all such pipe, saddles, corp stops, air/vac valves, valve covers, bends, fittings, and all earthwork including excavation, dewatering, backfill, compaction, pipe jointing, and connection to structures. 9-4.30 1-Inch Air and Vacuum Relief Valve Assemblies (Bid Item No. 30) — Measurement for payment for 1-inch air and vacuum relief valve assemblies will be based upon the installation of each valve assembly per the City of San Juan Capistrano Standard Drawing W-16. Payment for air and vacuum relief valve assemblies will be made at the unit price per assembly named in the Bid Sheets which price shall constitute full compensation for furnishing and placing all such pipe, saddles, corp stops, air/vac valves, valve covers, bends, fittings, and all earthwork including excavation, dewatering, backfill, compaction, pipe jointing, and connection to structures. 9-4.31 Domestic Waterline Tee and Valve Assemblies (Bid Item No. 31) — Measurement for payment for domestic waterline tee and valve assemblies will be based upon the completion of the tee and valves assemblies as shown on the construction _ drawings. Domestic waterline tee and valve assemblies are required at the following plan locations: QAVem)PrD)9dZ\SenJeanCepl&and ighWeslSideMEASUREMENT AND PAYMENT feereeryW08 SPECIAL PROVISIONS-SECTION 9 • STA 100+00 STA 111+50 STA 125+08.54 STA 133+33.80 STA 141+12.47 STA 163+59.40 STA 172+64.17 Payment for domestic waterline tee and valve assemblies will be made at the lump sum price named in the Bid Sheets, which shall include all tees, fittings, reducers, adapters, couplings, valves, pipe spools, thrust blocks, trench excavation, control of ground and surface water, backfilling, compacting, and resurfacing. Lump sum price shall include all costs and credits to the Project related to Owner supplied materials. 9-4.32 Domestic Waterline Connections (Bid Item No. 32) — Measurement for payment for domestic waterline connections will be based upon the completion of the connections as shown on the construction drawings. Domestic waterline connections are required at the following plan locations: STA 173+70.81 STA 200+00 STA 209+42.29 STA 212+60 STA 216+55.59 STA 300+00 STA 301+65.51 STA 303+42.70 STA 307+17.32 STA 400+00 STA 409+05.69 STA 500+00 STA 506+25 STA 600+00 STA 700+00 STA 750+00 STA 800+00 Payment for domestic waterline connections will be made at the lump sum price named in the Bid Sheets, which shall include all tees, fittings, reducers, adapters, couplings,valves, pipe spools, thrust blocks, trench excavation, control of ground and surface water, • backfilling, compacting, resurfacing, and removal and disposal of interfering portions of existing pipe,thrust blocks, valves, and fittings. Lump sum price shall include all costs and credits to the Project related to Owner supplied materials. 9-4.33 Street, Pavement, and Surface Restoration(Bid Item No.33)—Measurement for payment for street, pavement, and surface restoration in City of San Juan Capistrano right-of-way, excluding Del Obispo Street from Paseo Terrazza to Alipaz Street, will be based upon completion of all base removal/replacement, asphalt concrete pavement removal/replacement, grading, paving, curb and gutter, grinding, capping, and striping as shown on the construction drawings, and the City of San Juan Capistrano Standard Drawings. Street, pavement, and surface restoration will be paid for at the unit price per square foot as specified in the Bid Sheets, including demolition, excavating, removal, stockpiling, loading,disposing, and hauling of soil, base, and asphalt pavement, import and placement of base and asphalt concrete, grinding, sawcutting, paving, and striping. 9-4.34 Street, Pavement,and Surface Restoration(Bid Item No.34)—Measurement for payment for street, pavement, and surface restoration in City of San Juan Capistrano right-of-way in Del Obispo Street from Paseo Terrazza to Alipaz Street will be based upon completion of all base removal/replacement, asphalt concrete pavement removal/replacement, paving, curb, and gutter as shown on the construction drawings,and the City of San Juan Capistrano Standard Drawings. • Street, pavement, and surface restoration will be paid for at the unit price per square foot as specified in the Bid Sheets, including demolition, excavating, removal, stockpiling, G:Wem\PRojecls\San Juan Capistrano\HgB West Sloe Rpeline\SpaacegonsWF-Semdoc MEASUREMENT AND PAYMENT February 2088 SPECIAL PROVISIONS-SECTION 9 loading, disposing, and hauling of soil, base, and asphalt pavement,import and placement of base and asphalt concrete, and sawcutting. 9-4.35 Street, Pavement, and Surface Restoration for Base Paving (Bid Item No. 35) — Measurement for payment for base paving of street, pavement, and surface restoration in City of Dana Point right-of-way or per City of Dana Point requirements will be based upon completion of all base removal/replacement, asphalt concrete pavement removal/replacement, paving, curb, and gutter as shown on the construction drawings,and the City of Dana Point Standard Drawings. Street, pavement, and surface restoration will be paid for at the unit price per square foot as specified in the Bid Sheets, including demolition, excavating, removal, stockpiling, loading, disposing, and hauling of soil, base, and asphalt pavement, import and placement of base and asphalt concrete, and sawcutting. 9-4.36 Grinding and AC Finish Paving and Striping (Bid Item No. 36) — Measurement for payment for grinding and AC finish paving and striping in City of Dana Point right-of-way or per City of Dana Point requirements will be based upon completion of all grinding, asphalt concrete pavement removal/replacement, and final paving, as shown on the construction drawings, and the City of Dana Point Standard Drawings. Grinding and AC paving and striping will be paid for at the unit price per square foot as specified in the Bid Sheets, including grinding,AC pavement removal, paving, and striping. 9-4.37 Remove and Replace PCC Driveways (Bid Item No. 37) — Measurement for payment for removal and replacement of existing concrete driveways will be based upon completion of all demolition, removal,base,compaction,forming,and concrete placement, as shown on the construction drawings, and.the City of Dana Point Standard Drawings. Removing and replacing PCC driveways will be paid for at the unit price per each as specified in the Bid Sheets, including demolition, removal, base preparation,forming, and concrete. 9-4.38 Replace Traffic Loops (Bid Item No. 38) — Measurement for payment for replacing traffic control loops will be based upon completion of all work necessary to repair and replace traffic control loops damaged or destroyed during construction. Replacing traffic control loops will be paid for at the lump sum price as specified in the bid sheets, including, removing,furnishing, installing,and modifying electrical systems that are damaged during construction. 9-4.39 Pre-cast Metering and Pressure Reducing Vault (Bid Item No. 39) — Measurement for payment for the pre-cast concrete metering and pressure reducing station vault will be based upon the completion of the installation of the vault, including all mechanical equipment, as specified in the construction drawings. Payment for the metering and pressure reducing vault shall be made at the lump sum price stated in the Bid Sheets,which shall include excavation and backfill, control of ground and _ surface water, fumishing and installation of the vault, pressure reducing valve, meter, GAVem\P ojecUtSen Juan CeplsusnolHigh West Side Pipe11netSpe&imtion$WF-Sec9.eoc MEASUREMENT AND PAYMENT FeE au 2D09 SPECIAL PROVISIONS-SECTION 9 • resilient wedge gate valves, pipe spools, tees, bends, fittings, dismantling joints, pipe stands, pressure gauges, ventilation equipment and piping, drain piping, surface restoration, and all other appurtenances. 9-4.40 Domestic Waterline Abandonments (Bid Item No. 40) — Measurement for payment for abandonment of domestic waterlines will be based upon the completion of the abandonments as shown on the construction drawings. Payment for domestic waterline abandonments will be made at the lump sum price named in the Bid Sheets,which shall include all tees, fittings, caps, plugs, blind flanges, adapters, couplings, pipe spools, thrust blocks, trench excavation, control of ground and surface water, backfilling, compacting, resurfacing, and removal and disposal of interfering portions of existing pipe, thrust blocks, valves, and fittings. 9-4.41 Connection to Existing 1-Inch Domestic Water Service (Bid Item No. 41)— Measurement for payment for connections to 1-inch domestic water service lines will be based upon the installation of each water service per the City of San Juan Capistrano Standard Drawing W-1 and as shown on the construction drawings. Payment for connections to 1-inch domestic water service lines will be made at the unit price per service named in the Bid Sheets. 9-4.42 6-Inch Resilient Wedge Gate Valves (Bid Item No. 42) — Measurement for • payment for 6-inch resilient wedge gate valves will be based upon the completion of installation of each gate valve per the City of San Juan Capistrano Standard Drawing W-13 and as shown on the construction drawings. Payment for gate valves shall be made at the unit price per valve named in the Bid Sheets, which shall include all materials, testing, and installation of valves. 9-4.43 8-Inch Resilient Wedge Gate Valves (Bid Item No. 43) — Measurement for payment for 8-inch resilient wedge gate valves will be based upon the completion of installation of each gate valve perthe City of San Juan Capistrano Standard Drawing W-13 and as shown on the construction drawings. Payment for gate valves shall be made at the unit price per valve named in the Bid Sheets, which shall include all materials, testing, and installation of valves. 9-4.44 12-Inch Resilient Wedge Gate Valves (Bid Item No. 44)— Measurement for payment for 12-inch resilient wedge gate valves will be based upon the completion of installation of each gate valve per the City of San Juan Capistrano Standard Drawing W-13 and as shown on the construction drawings. Payment for gate valves shall be made at the unit price per valve named in the Bid Sheets, which shall include all materials, testing, and installation of valves. 9-4.45 Hydrostatic Testing (Bid Items No. 45) — Measurement for payment for • hydrostatic testing of domestic water lines shall be based on the completion of test procedures specified in the City of San Juan Capistrano Standard Specifications Section GAVemWojed XSen Juan CapedranoWigh West Side Pipe1ine\Spadeca8onc\12F-Sec9.dec MEASUREMENT AND PAYMENT February 2098 SPECIAL PROVISIONS-SECTION 9 15042. Payment for hydrostatic testing of pressure pipelines shall be made at the lump sum price listed on the Bid Sheets, which shall include execution of all Feld test procedures outlined in the City of San Juan Capistrano Standard Specifications. 9-4.46 Disinfection and Flushing of Domestic Line(Bid Item No.46)—Measurement for payment for disinfection of the new domestic water lines shall be based upon fulfillment of all requirements as specified in City of San Juan Capistrano Standard Specifications Section 15041. Payment for disinfection of the new domestic water main shall be made at the lump sum price named on the Bid Sheets,which shall include implementation of all requirements for disinfection, flushing, dechlorinating, disposal of water, bacterial testing, and obtaining clearances for operation, issued by the District and all state and local health agencies having jurisdiction. END OF SECTION- G Wem\Pmjeda Sen Juan Capletreno\High West Side Plpellnotspedfrcagonat21FSw9.dw MEASUREMENT AND PAYMENT February MOB SPECIAL PROVISIONS-SECTION 9 • SECTION 10 -- CONSTRUCTION DETAILS 10-1 GENERAL SECTION 201 CONCRETE All concrete work shall conform to the applicable requirements of Sections 201 and 303 of the Standard Specifications, subject to the following conditions. Cement shall be Type II, portland cement Concrete for hydraulic structures shall be Class 560-B-3250; provided, that water-cement ratio shall be not more than 0.45. Transit mix concrete used for the work shall conform to the requirements of Subsection 201-4.3.of the Standard Specifications; provided,thattotal mixing time afterall ingredients are in the drum shall not be less than the following: 7 CY mixer 4.5 minutes 10 CY mixer 6 minutes Other mixers 1.5 minutes for the first cubic yard plus 30 seconds for each additional cubic yard or fraction thereof • Curing materials shall be polyethylene sheet curing materials conforming to Section 201- 4.2.1 Type 2 of the Standard Specifications. Liquid spray-on curing materials shall NOT be used. Reinforcement for concrete shall be Grade 40 billet steel conforming to ASTM A615 Chemical workability additives may be used subject to the approval of the Engineer, provided that additives of any type containing calcium chloride shall NOT be used. Forms may not be removed from walls, columns, supported slabs, and similar structural members without the express approval of the Engineer in writing, subject to approval of an early cylinder break showing that the concrete has reached a compressive strength sufficient to safely support the loads imposed on the member. 207-9 IRON PIPE AND FITTINGS This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15056 Ductile Iron Pipe and Fittings, with the following modifications: The exterior surface of all ductile iron pipe and fittings shall be protected with a minimum 30-mil dry film thickness of shop applied polyurethane coating. Polyurethane coatings shall be Futura Coatings Protec II, or Madison Chemical Corropipe II TX-15 CM; or approved • equal. Polyurethane coating shall be applied in strict accordance with the coating manufacturer's written instructions, including recommendations for surface preparation and priming of the ductile iron. GAVennXft)eMt San Juan CeplstranoH9hWae1Si Rpaan9lSpwM=fiwsMFaw10.d= CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 207-10 STEEL PIPE This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15055 Steel Pipe and Fittings, with the following modifications: The exterior surfaces of all above ground steel water pipe shall be protected from corrosion by the following method: Liquid Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines. Liquid epoxy lining and coating shall comply with the requirements of AWWA C210. The interior and exterior surfaces of all pipe to which liquid epoxy will be applied shall be abrasive blast cleaned prior to the application of the liquid epoxy, conforming to the requirements of Federal Specification SSPC SP 5/NACE No. 1. Abrasive blasting and coating shall only be performed when the metal temperature is more than SOF above dew point. The epoxy coating system shall be applied as recommended by the manufacturer. After application, the coating system shall be tested for cure in accordance with Sec. 5.2.2 of AWWA C210. 207-17 PVC PLASTIC PIPE This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15064 PVC Pressure Distribution Pipe, with no modifications. 207-25— COMBINATION AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15089 Combination Air Release and Vacuum Relief Valve Assembly, with no modifications. 207-26 — MANUAL VALVES This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15100 Manual Valves, with no modifications. 207-27 - METERS This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15150 Meters, with no modifications. 207-28 —AUTOMATIC CONTROL VALVES This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15300 Automatic Control Valves, with no modifications. GAVemk"ect;\San Juan Capiseamo High Wert Side PlpelinelSpeofficabonsWF4ee10.doc CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 • 208-7 FLEXIBLE PIPE COUPLINGS This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15162 Flexible Pipe Couplings, with no modifications. SECTION 208-8 COPPER, BRASS, AND BRONZE PIPE FITTINGS AND APPURTENANCES This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15057 Copper, Brass, and Bronze Pipe Fittings and Appurtenances, with no modifications. SECTION 209— ELECTRICAL COMPONENTS 209-2 MATERIALS 209-2.2.1 Equipment Anchoring and Construction -Anchoring methods and leveling criteria recommended by equipment manufacturers are a part of the work of this Contract. Equipment manufacturers shall furnish calculations by a registered engineer to show that equipment is fastened and anchored in a manner to resist a 0.5g horizontal seismic acceleration and gravity loadings. Construct equipment in accordance with Zone 4 seismic standards. • 209-2.3.1 Conduit and Fittings a. Conduit shall comply with the requirements of the Underwriter's Laboratories, and shall be delivered to the site in standard lengths with each length bearing the manufacturer's trademark or stamp and the U. L. label of approval. b. Weatherproof seal-tight flexible steel conduit shall be used for the last three feet of motor or other vibrating loads. C. Rigid steel conduit shall be zinc coated, hot dipped galvanized or sherardized. Couplings, connectors, locknuts and etc. shall be hot dipped galvanized or sherardized. All exposed conduit shall be rigid steel. d. PVC coated rigid steel conduit shall be as manufactured by Rob Roy or Ocal-Blue, and be installed with factory joint seals and overlap sleeves. e. PVC conduit shall be rigid heavy weight type, schedule 80, U. L. approved complete with all PVC fittings. Fittings shall be of the manufacturer as the conduit and installed in accordance with the manufacturer's instructions. All risers from underground PVC conduit runs shall begin with a PVC coated rigid steel conduit elbow embedded in the concrete at such a depth as to prevent any part of the radius from being visible above the finished floor. All underground conduit installations shall be encased with 2000 PSI concrete. f. Joints in all conduit installed in concrete or exposed to weather shall be liquid and • gas tight. GAVemW*jeds\SenJuan Gapistr noWighWast SidePipelinASP8d0cetions\33Fsec10.d= CONSTRUCTION DETAILS FeWuery 2008 SPECIAL PROVSIONS-SECTION 10 g. Conduit shall be supported at intervals not exceeding ten (10')feet and in all cases with a support not more than three (3') feet from an outlet or at any change of direction. Perforated strap and plumber's tape shall not be used in the electrical work. h. No electrical metallic tubing (EMT) shall be allowed. i. All conduits running exposed shall be run parallel to or at right angles to building walls or structural members. j. All conduits installed at this time but left empty for future work (CO - conduit only) shall be provided with a 1/8" diameter polypropylene pull rope and cap left in place for future use. k. All rigid steel conduit installed underground shall be rigid steel with 40 mil PVC jacket. 209-2.5 Outlet Boxes a. Exposed outlet boxes shall be cast aluminum as manufactured by Crouse-Hinds, Appleton Electric Co., or Engineer approved equivalent. b. In no case shall any box be smaller than four (4") inch square unless specifically noted on the Plans and be of the deep type. C. Covers shall be of the types most suitable for the fixtures or devices used at the outlets and shall finish flush with plaster or other finished surface. Covers shall be water proof. d. Outlet boxes shall be used as pull boxes wherever possible and junction or pull boxes shall be installed only as required by the Plans or Specifications. e. Outlets shall not be installed back-to-back but shall be offset 12" minimum. 209-2.6 Conductors a. Power Cable All conductors shall be delivered to the site in their original unbroken packages plainly marked or tagged as follows: Underwriter's label, size, kind and type of insulation or wire, manufacturer's name and the trade name of the wire, month and year prior to date of delivery to the site. 1) All conductors shall be copper minimum 98% conductivity, soft drawn. Sizes#12 (min.) through largest shall be dual-rated THWN/THHN type insulation. Ground and bonding wires may be type 'THWN/THHN'. Motor leads to be XHHW Stranded, or Engineer approved equivalent. GAVemXPmjads\San Juan CaptsbanoOgb West S da Pipa11ne\SpecAcaeons\33F.sec10.dpc CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 • 2) All branch circuit and fixture wiring splices and joints for conductors#8 and smaller shall be made with U.L. approved spring type connectors. Connectors shall be"Scotchlok" as manufactured by 3M Company or Engineer approved equivalent. 3) All splices, connections and joints for conductors#6 and larger shall be made with U.L. approved compression type connectors. Connectors shall be Bumdy'Hy-Press,T&B, or Engineer approved equivalent. Splices shall only be allowed at the motor connection. 4) All tape used in the work shall be"33" plastic electrical tape as manufactured by 3M Company or Engineer approved equivalent. 5) Wire in panel cabinets, pull boxes and wiring gutters shall be neatly grouped,tied or laced. (Separate power and signal wiring). 6) Color Coded: Wire and cable shall be factory color coded by integral pigmentation with a separate color for each phase and neutral. On conductors larger than #8 AWG colored tape or colored plastic bands will be permitted. Each system shall be color coded and shall have it maintained throughout. Phase 120/208-Volts 277/480-Volts A Black Brown B Red Orange • C Blue Yellow Neutral White White Ground Green Green 7) Wire Gauge: No conductor carrying 120 volts or more shall be smaller than #12 AWG. b. Instrumentation Cable 1) Instrumentation cable shall be single or multi-conductor shielded pairs as indicated. Conductors shall be No. 18 AWG coated copper per ASTM B 33, Class B strand. 2) Insulation shall be 20 mils, cross-linked, polyethylene rated, 300 volts. Each conductor shall be color coded, and each pair shall be number coded. 3) The assembled pairs shall have an aluminum/mylartape shield with a tinned copper drain wire over it. 4) The assembly shall be covered with a polyethylene jacket, 60 mils in thickness. 5) The instrumentation cable shall be as manufactured by Okonite, Belden or Engineer approved equivalent. • GAVernV mgeds\San Juan Ceplstrano\Mgh West Side Pipeline\spec caboro133Fw 10.doc CONSTRUCTION DETAILS February 2006 SPECIAL PROVSIONS-SECTION 10 209-2.7 Devices and Plates a. Duplex receptacles shall be grounding type, 120 volt, and shall have two current carrying contacts and one grounding contact which is internally connected to the frame. Devices shall be specification grade and shall accommodate a standard parallel blade cap and shall be side wired. The following is a list of acceptable receptacles: Bryant P&S, Hubbell #5242-1 or#5362-1 Leviton FCI-R Class A b. Receptacles shall be oriented vertically wherever possible and mounted at 1'- 6" from center above finished floor. Exterior receptacle shall be 20A, GFI type in FS box with gasketed cover plate and receptacle door. C. Circuit switches shall be ivory or brown to match the proposed wall finish. Devices shall be specification grade, totally enclosed, toggle type with a 20 ampere rating. The following list of switches shall be deemed as the only acceptable types; no substitutes will be allowed: Single Pole Double Pole Bryant #4901-1 #4901-1 Hubbell #1221-1 #1222-1 Leviton #550-1 #5022 d. Plates shall be supplied for every local switch, receptacle, and etc. 209-2.8 Service Equipment a. Electrical service equipment shall be new and shall be listed by Underwriters' Laboratories and bear their label. b. Vaults and Enclosures: Concrete transformer pads, slab boxes or pull boxes shall be as manufactured by Brooks Associated Concrete Products or Engineer approved equivalent. 209-2.10 Lighting Fixtures and Lamps a. Furnish, install and connect a lighting fixture at each outlet where a lighting fixture type symbol designated on the plans is shown as being installed. Each fixture shall be complete with all required accessories, including sockets, glassware, boxes, spacers, mounting devices, fire rating enclosure and lamps. b. Ballasts shall be Class "P" rapid start, UL approved energy saving ballasts, sound rating no greater than 50 db, with a resetting type thermal protector for ballast and capacitor, and carry the seal of certified ballast manufacturers. Auxiliary equipment shall be firmly and securely fastened in place. Ballasts shall be Advance, Magnetek, or Engineer _ approved equivalent. Ballasts shall be manufacturer guaranteed for two (2) years, including all labor and materials. GAVannTmjedslSan Juan CeplWanMigh West&do Pipe1ineZdedfieabonsMFsec10d= CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 • C. All noisy ballasts shall be replaced at no cost to the Agency. d. Sockets shall be General Electric, Bryant, or Agency approved equal, white, push contact or twist turn contact. e. Fluorescent lamps shall be cool white, energy saving type. f. Pendant or Surface Mounted Fixtures shall be fumished and installed with required mounting devices and accessories, and shall include hickeys, stud extensions, ball-aligners, canopies, and stems. Locations of fixtures in mechanical areas shall be coordinated with Mechanical Equipment. Mounting stems of pendant fixtures shall be of the correct length to uniformly maintain the fixture heights shown on the Plans. Hanging devices shall comply with Code requirements. g. All lighting fixtures shall be individually supported from the structure in accordance with Code and OSHA requirements. 209-2.13 Equipment Identification Nameplates Identification nameplates shall be Micarta or Phenolic 1/8"thick and of accepted size,with beveled edges and engraved white letters 1/4" high minimum on black background. • Nameplates shall be provided for all circuits in the service distribution, and power distribution panelboards; lighting distribution panelboards, separately mounted motor starting switches, disconnecting switches; selector switches, terminal cabinets. 209-2.14 Protection and Cleaning The Contractor shall provide adequate means for and shall fully protect all parts of the materials, equipment and etc. against damage from any cause during the progress of the work and until acceptance by the City. 209-2.15 Preliminary Operation and Testing a. All motor driven equipment shall be tested for correct rotation and completion of all connections. b. All wiring and connections shall be tested for continuity, shorts and improper grounds in accordance with the requirements of the National Electrical Code. All receptacle outlets shall be tested for proper grounding. Any and all repairs resulting from the tests or preliminary operation of the equipment shall be made by the Contractor at his expense and shall not be the cause for additional charges or claims by the Contractor. C. Required tests, in addition to those mentioned above, include but are not limited to: 1) Ground Resistance test • 2) Service and feeder conductors insulation resistance G.WemW,olectstSen Juan CaplsdanoWigb Weal Side Rpelina\SpedA=tiona100Fsac10.d= CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 3) Motor controls and disconnecting devices 4) Such other tests as may be required by the City. 5) Furnish a written Test Result Report to City. 209-2.16 Acceptance Before the work will be accepted, this Contractor shall demonstrate to the City of Dristrict that the entire installation is complete and is in proper operating condition and that the contract has been fully and properly executed. 209-3 GENERAL Complete all electrical work as called for herein and as shown or noted on the electrical Plans except as may be required to comply with applicable codes or ordinances. 209-3.1 Scope The work under this section includes the furnishing of all labor, materials,tools,equipment _ and apparatus for the complete installation of all electrical systems and equipment listed below and/or shown on the Plans, together with all miscellaneous items of labor and material required for the proper installation and control of all such systems and devices. The Contractor shall review the Plans and Specifications and clarify any points he deems not fully covered. Inadvertent discrepancies or omissions,failure to show details or repeat notes on each sheet of the Plans shall not be the cause for additional charges or claims by the Contractor. These Specifications and Plans cover the complete electrical system and all related work including but not limited to: a. A complete and operable system of service equipment, conduits, outlet boxes, switches, receptacles, plates, etc., and wiring for power and lighting. b. Outlets, junction and/or pull boxes, conduits, disconnects, starters, contactors, wiring and connection of all motors and mechanical equipment, including connection and wiring of line voltage controls associated with the mechanical systems. G. All lighting fixtures, ballasts, trim, hardware and lamps. d. Outlets, junction and/or pull boxes, conduits, backboards and pull wires for telephone systems and other signal systems as required and shown on the Plans. e. Complete grounding system as required and shown on the Plans. G1Vem\Prge=L Sen Juan CapistranMiligh West Sift Pipeline%SPeGficetlons133Faec10.doc CONSTRUCTION DETAILS February 200 SPECIAL PROVSIONS-SECTION 10 • f, Testing and adjusting of the completed electrical system in a manner described in the Specification. g. Cleaning of all completed work and installation adjustment of all trim and decorative items. 209-3.2 Verification of Conditions-The work under this section has been indicated on the Plans in locations which should allow installation without interfering with the work of other trades; however,the locations are diagrammatic only and the exact finish location of equipment and materials cannot be indicated. Therefore, locations of all work and equipment shall be verified to avoid interferences, preserve head room and keep openings and passageways clear. Changes shall be made in locations of equipment and materials which may be necessary to accomplish these purposes. 209-3.3 Utility Company Arrangements-The Contractor shall provide all material, equipment and labor and shall completely install all utility systems and auxiliary systems required but not fumished by the utility companies. Refer to utility company drawings. 209-3.4 Record and Shop Drawings a. The Contractor shall provide and keep up to date a complete "as built' set of blueline prints, which shall be corrected daily by the Job Foreman or Superintendent to show every change from the original drawings and specifications and the exact"as built' • locations, sizes and kinds of equipment. This set of drawings shall be kept on the job site and shall be used only as a record set.The"as built'set shall be delivered to the Engineer upon completion of the work before final acceptance. b. Equipment for which shop drawings are required include: concrete pull boxes and slab boxes, service equipment, lighting fixtures and photometric data, metal pull/junction boxes larger than 6" x 6" x 4", special system components not listed above. 209-3.5 Measurement and Payment Payment for work in this section shall be included as part of the lump-sum or unit-price bid amount for which such work is appurtenant thereto. 209-4 EXECUTION 209-4.1 Conduit - Conduit shall be as indicated on the plans. Wiring, except as otherwise noted, shall be in conduit. Conduits shall not be installed in water-restraining walls, except where specifically authorized. Exposed conduit shall be installed either horizontally or vertically and parallel to the planes of the walls of vertically and parallel to the planes of the walls of floor. All wiring runs in earth shall be in PVC Schedule 40 conduit with PVCjacketed rigid galvanized steel sweeps and risers and encased in concrete with a minimum of 3 inches of cover. Conduit runs shown entering the structures and within the structures are schematic only. • The exact locations of such conduit runs shall be determined by the Contractor with the approval of the Engineer to suit the structural details. Conduit shall be the sizes noted on GAVem\PmjeotatSan Juan CepebanoWgh West Sde PipelinetSeaoif�fiowWF3 se00.doo CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 the plans. The smallest conduit allowed shall be 1-inch trade size. Where conduit sizes are not shown, they shall be one size larger than the size required by code. All spare conduits shall be stubbed up to a flush coupling and plugged. Conduit shall run continuously between outlets and shall be provided with conduit junction boxes where connections are made, except in special pull boxes where indicated on the Plans. Weatherproof flexible steel conduit may be used in runs from adjacent junction boxes to motors, benches, and in certain locations where, for structural or other reasons, it is impractical to use rigid conduit and where specific permission to do so has been granted by the Engineer. Weatherproof flexible steel conduit shall be used with"JAKE"conduitfittings and bushings. All exposed conduits and all conduit stub-ups shall be rigid steel. Rigid steel conduit shall be used for all exposed runs in damp locations, all exposed runs interior and exterior to the vault or structures.Threading shall be done with dies with guide sleeve bored out to allow for increased diameter of conduit. Conduit bends shall be made with next larger size conduit bender or next larger sized shoe bushed for proper fit. Cuts or damaged areas shall be repaired with an approved paste material. Conduit runs in concrete slabs, concrete walls, and masonry walls shall be PVC Schedule 40. Conduit shall be concealed, unless otherwise indicated. All conduit runs exposed to view, except those under buildings, shall be installed parallel or at right angles to structural members, walls, or lines of the building. Conduit shall be kept at least 6 inches from the covering on hot water pipes, 18 inches from the covering on flues and breeches, and 3/4 inch from all water-bearing walls, unless shown otherwise on the Plans. The open ends of all conduits shall be sealed during the construction of the building. Use approved conduit unions where union joints are necessary. Running threads will not be permitted. Exposed conduit, stubbing up through floor slab into bottom of exposed panels, cabinets, or equipment, shall be lined up, properly spaced, and shall be straight and plumb. Conduits shall be installed at sufficient depth below slab to eliminate any part of the bend above top of slab. Conduit placed against concrete or masonry above ground shall be fastened to the concrete with pipe straps or conduit clamps attached to the concrete by means of expansions anchors, and bolts and unistrut. Factory-made pipe straps shall be malleable iron. Provide secure mounting facilities for all conduit. Conduit shall be supported at intervals as required by codes and not exceeding 10 feet and in all cases with a support not more than 3 feet from the outlet and at any point where it changes in direction. Wire,perforated strap, or plumber's tape shall not be used in the support of conduit. Conduit shall not be secured _ to suspended ceiling hanger wires or to the suspended ceiling structure. FenrueryP2aoe��"n Juan CeputrarroWigh WestSitle Rpellne�5pecifiplionsl93F-secl0.tloc SPECIAL PROVSONS TI SECTION 10 • Pipe hangers for individual conduits shall be factory made, consisting of a pipe ring and threaded suspension rod. The pipe ring shall be malleable iron, split and hinged, or shall be springable wrought steel. Rings shall be bolted to or interlocked with the suspension rod socket. Rods shall be 3/8 inch for 2-inch conduit hangers and smaller and shall be 1/2 inch for 2-1/2 inch conduit hangers and larger. Hanger straps, rods, or pipe supports under concrete shall be attached to inserts set at the time the concrete is poured. Under wood use bolts, lag bolts. or lag screws; under steel joints or trusses, use beam clamps. Where conduit passes from one type of construction to another or where there is a possibility of dissimilar movements, a suitable flexible or expansion device shall be installed. Expansion couplings shall be provided wherever conduits cross expansion joints or for continuous runs in excess of 100 feet, except when embedded in concrete. Expansion fitting shall have bonding jumper. Junction or pull boxes shall be provided for pulling conductors due to excessive number of bends or length of conduit runs. A nylon pull cord of 200-pound strength shall be installed in all empty conduits. 209-4.2 Outlet Boxes - Cast, non-ferrous boxes shall be installed for all exposed conduits including boxes for switches and receptacles. Stainless-steel screws shall be • used to attach cover to boxes. 209-4.3 Conductors - Conductors No. 2 AWG and smaller shall be hand pulled. Larger conductors may be machine pulled with tension monitored. Wire lubricants shall be UL approved. Termination splices shall be insulated with three-layer overlap of a high temperature, UL approved, tape. Control conductors shall be spliced with pre-insulation crimp type connectors and terminated with split tongue pre-insulated, crimp type connectors. Splices and terminations of instrument cable shall be with pre-insulated crimp type connectors. Shields shall be electrically continuous at spliced joints with two layers of UL approved electrical insulating tape over splices. Connectors for terminations shall be split tongue or ring type. Shields shall be grounded at the receiving end of cables. Splices in manholes and underground pull boxes for 600 volt conductors and below shall be water-proofed using encapsulating epoxy resin splice kits. 209-4.4 Lighting Fixtures - All lighting fixtures shall be cleaned and any damaged parts including lens, burned out lamps or noisy ballasts shall be replaced prior to final acceptance. All fixtures shall be properly mounted and securely supported. Pendant or • suspended fixtures shall be mounted and secured in an approved manner to withstand earthquake damage. Lighting fixtures shall be effectively grounded. GAVenn\ftjeft\San Juan Capistrano\High Wag S a Pipe4imZpefca0ons=Faw1O.Eoc CONSTRUCTION DETAILS Fe&uary 2008 SPECIAL PROVSIONS-SECTION 10 209-4.5 Grounding - The grounding system shall be continuous throughout the facility. All metallic, non-current conducting parts of the electrical system shall be grounded. Metallic raceways shall be terminated with double lock nuts and bushings. Conduits terminating in switch boards and motor control centers shall be equipped with grounding bushing and connected to equipment ground bus. Non-metallic conduits shall contain a green insulated coppergrounding conductor. Ground conductor shall be securely connected to equipment and associated enclosures. Grounding continuity for underground duct banks may be maintained by the installation of a bare copper conductor installed in the concrete envelope. Ground continuity shall be maintained through all manholes and pull boxes. All metal parts in manholes shall be connected to the grounding system. Ground rods shall be 3/4-inch copper-clad steel. Locations shall be as shown on the plans; length of rods shall be as required to obtain a maximum ground resistance of 5 ohms. Top of ground rod shall be fitted with a coupling and steel driving stud. Connection to ground conductors shall be exothermic welded where concealed and shall be bolted pressure type where exposed. Connectors shall be of copper alloy. Grounding cable shall be copper and sized in accordance with Code requirements, when not sized on _ the plans. 209-4.6 Equipment Pads and Anchoring - All floor standing equipment shall be mounted on raised concrete pads. Pad size and height shall be as indicated on the plans. Pads not indicated shall extend out 6 inches beyond enclosure and shall be 3-1/2 inches above finished grade. All equipment shall be securely anchored to pads. Anchorage shall be in accordance with OSHA and other applicable standards for earthquake protection. 209-4.7 Equipment and System Identification-All control and indicating devices for equipment shall be identified with laminated plastic nameplates. Nameplates shall identify equipment and/or function. Nameplates shall be provided for all panel boards, control panels and special outlets. Three phase outlets shall be identified with circuit origin and phase identification. All control devices locate within control panels shall be identified with permanent tags. Embossed, stick-on, plastic tags shall not be used. Terminal strips shall be identified by imprinted markers in center or under terminal strip. All cables and all conductors shall be identified at each termination. All circuits and all multi-conductor cables shall be identified in each manhole and pull box. Individual conductors that make up a circuit shall be bundled and laced togetherwith imprinted heat _ shrink tubing or imprinted plastic coated cloth. Circuit and multi-conductor cable identification shall be made with imprinted metal bands or tags. G:1Vw%ProjadMSan Juan Capovan*Viiph West Side Wpe1ine%SpedBwtiona133Fsec10.eop CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 • 209-4.8 Earthwork- Excavation and backfill necessary for proper installation of the electrical work shall conform to the provisions of the Section of earthwork in these specifications. 209-4.9 Cutting and Repairing - Where it becomes necessary to cut into existing work for the purpose of making electrical installations, core drills shall be used for making circular holes. Other demolition methods for other cutting or removing shall be approved by the Engineer prior to starting the work. The Contractor shall repair all damage caused thereby to the satisfaction of the Engineer. 209-4.10 Dissimilar Metals - Wherever dissimilar metals come in contact, the Contractor shall isolate these metals as required with neoprene washers or gaskets. Where fastening aluminum items, stainless-steel bolts shall be used. Wherever steel and aluminum join, isolation bushings shall be used to separate these dissimilar metals and grounding jumpers shall be provided across these joints. SECTION 210 — PAINT AND PROTECTIVE COATINGS This project shall conform to the City of San Juan Capistrano Standard Specifications Section 09900 Painting and Coating, with no modifications. SECTION 215 — EXISTING FACILITIES • This project shall conform to the City of San Juan Capistrano Standard Specifications Section 01045 Existing Facilities, with no modifications. SECTION 216 — PRECAST CONCRETE VAULTS This project shall conform to the City of San Juan Capistrano Standard Specifications Section 03462 Precast Concrete Vaults, with no modifications. 300-3 STRUCTURE EXCAVATION AND BACKFILL This project shall conform to the City of San Juan Capistrano Standard Specifications Section 02200 Structure Earthwork, with no modifications. 306-1 OPEN TRENCH OPERATIONS This project shall conform to the City of San Juan Capistrano Standard Specifications Section 02223 Trenching, Backfilling, and Compacting, with no modifications. 306-1.4 Testing Pipelines-This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15042 Hydrostatic Testing of Pressure Pipelines,with no modifications. 306-1.7 Chlorination of Domestic Water Mains and Services for Disinfection - This • project shall conform to the City of San Juan Capistrano Standard Specifications Section 15041 Chlorination of Domestic Water Mains and Services for Disinfection, with no G:Wern rojepa\SanJuan Cepistano\HigbWast Side PlpelineZ,a fl"0wsk33F-sec10.tl CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 modifications. 306-1.8 Domestic and Non-Domestic Water Facilities Identification This project shall conform to the City of San Juan Capistrano Standard Specifications Section 15151 Domestic and Recycled Water Facilities Identification,with no modifications. - END OF SECTION - GAVemWmfec SenJuenCaplstramViighWestSidepipeline\SpeCMadionsMF-0 10.dw CONSTRUCTION DETAILS February 2008 SPECIAL PROVSIONS-SECTION 10 CITY OF SAN JUAN CAPISTRANO DEPARTMENT OF PUBLIC WORKS PART IV -- APPENDICES APPENDIX - A City of San Juan Capistrano Standard Drawings APPENDIX - B City of San Juan Capistrano Standard Specifications • APPENDIX - C Technical Specifications APPENDIX - D American Public Works Association Standard Drawings APPENDIX - E City of Dana Point Encroachment Permit Conditions APPENDIX - F Caltrans Permit Special Provisions APPENDIX - G Caltrans Stormwater Pollution Control Plan APPENDIX - H Materials Purchase Order for Owner Supplied Materials • G.WemtPwje \Sen Juen O pl mnoHgb West Side Pipe1inetSpetl8ca4ons\34Fp M.Eoc PART IV-APPENDICES February 2008 GENERAL CONTENTS • APPENDIX - A City of San Juan Capistrano Standard Drawings • G:Nem\Prcje ,,lSanJuan Cepiseano\Nigh Weal SideFpeMa%Spe icatloneZ4F-W4.doc PARTIV-APPENDICES February MOB GENERAL CONTENTS • CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT TABLE OF CONTENTS STANDARD DRAWINGS Drawing Number Description W-1 1" Service Installation W-2 2" Service Installation W-3 Un-Used Detail W-4 Manifold Assembly for 4 to 10 Services W-5 Construction Temporary Blow off and Chlorination Assembly W-6 Residential Fire Hydrant Installation W-7 Commercial Fire Hydrant Installation W-8 Trench Section and Pipe Bedding Details W-9 Valve Stem Extension W-10 Steel Casing Pipe W-11 2" Blow-Off • W-12 State Health Department Exceptions to Basic Separation W-13 Valve and Valve Box Installation W-14 Horizontal Thrust Block Details W-15 Vertical Thrust Restraint Details W-16 Air and Vacuum Relief Valve Assembly W-17 Double Check Detector Check Assembly W-18 Reverse Tie Anchor Block Assembly W-19 Reduced Pressure Principle Assembly W-20 3" and 4" Meter Installation W-21 6", 8" and 10" Meter Installation W-22 Hot Tap Connection W-23 Guard Post for Appurtenances W-24 Water Sampling Station W-25 Recycled water Wharf Head • CSJC-PWD AUG 2006 206 TABLE OF CONTENTS STANDARD DRAWINGS CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT TABLE OF CONTENTS STANDARD DRAWINGS Drawing Number Description W-1 1" Service Installation W-2 2" Service Installation W-3 Un-Used Detail W-4 Manifold Assembly for 4 to 10 Services W-5 Construction Temporary Blow off and Chlorination Assembly W-6 Residential Fire Hydrant Installation W-7 Commercial Fire Hydrant Installation W-8 Trench Section and Pipe Bedding Details W-9 Valve Stem Extension W-10 Steel Casing Pipe W-11 2" Blow-Off _ W-12 State Health Department Exceptions to Basic Separation W-13 Valve and Valve Box Installation W-14 Horizontal Thrust Block Details W-15 Vertical Thrust Restraint Details W-16 Air and Vacuum Relief Valve Assembly W-17 Double Check Detector Check Assembly W-18 Reverse Tie Anchor Block Assembly W-19 Reduced Pressure Principle Assembly W-20 3" and 4" Meter Installation W-21 6", 8" and 10" Meter Installation W-22 Hot Tap Connection W-23 Guard Post for Appurtenances W-24 Water Sampling Station W-25 Recycled water Wharf Head CSJC-PWD AUG 2006 207 TABLE OF CONTENTS STANDARD DRAWINGS • 7 1/2- (5/8" METER) CENTER METER I I10 METER) IN BOX (1" METER) 0 0 3 o - o 3 `\ 0°° °o°o°o°4° a'o'o°goa 7 8 M oo 0 09 2 �N-.1 METER ANSTONER SERVICE E'' 5 FURNISHED AND INSTALLED BY DISTRICT OFFICE UPON LEVEL PAYMENT OF ALL APPLICABLE FEES. ITEM NO. SIZE & DESCRIPTION MANUFACTURER SPEC. NO. DOUBLE STRAP BRONZE SERVICE JONES J-979 I.P. SADDLE 1' I.P. OUTLET MUELLER H-16102 TO H-16116 FORD 2028 - SIZE I.P. 4 SMITH-BLAIR 323-SIZE-08 I' BRONZE CORPORATION STOP - JONES J-1935 • BALL VALVE TYPE MUELLER B-25028 I.P. THREAD X COMPRESSION FORD FB-1100 BRONZE ANGLE METER STOP - NES 5/8'METER 1' METER O BALL VALVE TYPE W/ LOCKWING MUELLER 8-242 1963W 58 (COMPRESSION TYPE) BA43-34 FORD BAa3-342V BA43-444w BRONZE CUSTOMER SERVICE - BALL 5/8'METER 1' METER ® VALVE TYPE METER NUT'x F.I.P. JONES J-1908 J-1908 (SUPPLIED BY DISTRICT) FORD 813-342Wa 8W/ 44434 1' COPPER TUBING REDDING COPPER TYPE O MUELLER 'K' SOFT CONCRETE METER BOX 5/8-METER 1' METER © W/ READING LID BROOKS 37-S 38 (SEE NOTES 3, 6, & 10 EISEL 437 438 6' BASE OF 3/4' ROCK SEE SPECS. I O7 1 " SERVICE INSTALLATION REVISIONSCITY OF SAN STD. NO. NO. GATE APPROVED JUAN AP , TRANO 1 APP / 1 1 0 1 • n 111 A WA7ER CES DATE SHEET 1 OF 2 F\Ch041D\w-0u 1D'TO AN METER STOP .. PROPERTY LINE " 12' c 9 q CHIP 2' 'W' IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE LOCATION OR 2' 'DW' TO IDENTIFY RECYCLED WATER SERVICE LOCATION CONSTRUCTION NOTES 1. DOUBLE STRAP SERVICE SADDLE REQUIRED FOR ALL SERVICE CONNECTIONS TO ANY SIZE MAIN. SERVICE SADDLE SHALL NOT BE INSTALLED WITHIN 18" OF A VALVE, COUPLING, FITTING, OR OTHER SERVICE TAPS. DIRECT TAPPS ARE NOT PERMITTED. 2. INSTALL CORPORATION STOP WITH KEY SIDEWAYS IN OPEN POSITION. 3. SET TOP OF METER BOX FLUSH WITH SIDEWALK OR CURB AS SHOWN. 4. THE CORPORATION STOP TAP SHALL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER'S INSTALLATION GUIDE. ALL TAPS SHALL BE MADE WITH _ MACHINE GUIDE OR PILOT TAP. 5. THE WATER SERVICE SHALL EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP. 6. METER BOX SHALL BE SET IN SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, OR IN PARKWAY BETWEEN CURB AND SIDEWALK. 7. SOLDER USED IN JOINING COPPER PIPE, FITTINGS AND SPLICES SHALL BE A "SILVER SOLDER"COMPOSED OF NOT LESS THAN 15% silver (Ag), NOT LESS 80% COPPER (Cu), AND NOT MORE THAN 5% PHOSPHORUS (P). SOLDERS CONTAINING FILLER ELEMENTS, OTHER THAN THOSE SPECIFIED, SUCH AS LEAD (Pb), ZINC (Zn), CADMIUM (CAD), NICKEL (Ni) OR TIN (Sn) WILL NOT BE PERMITTED. 8, ALL NON--POTABLE WATER SERVICES SHALL BE MARKED AS DETAILED IN SECTION 15151 OF THE SPECIFICATIONS. 9. ALL JOINTS TO CORP STOPS AND ANGLE METER STOPS SHALL BE COMPRESSION (NO FLARED FITTINGS). 10, METER BOXES SHALL NOT BE PLACED IN DRIVEWAYS. 11. METER BOX AND SERVICE PIPING TO BE FURNISHED AND INSTALLED BY APPLICANT, 12. FOR THE PURPOSE OF AN IRRIGATION SERVICE, NO BALL VALVE IS NEEDED. A STRAIGHT METER COUPLING SHOULD BE USED. 1 " SERVICE INSTALLATION NO. DATE I APPROVED CITY OF SAN sT° "° JUN STRAND 4 D ATE. 5 CES U ER DATE SHEET 2 OF Z �=\arosm\r-ore • 13" (1-1/2'1AETER) CENTER METER 1�• IN BOX 10" (2" METER) � o 36" MIN •6` e0� 8 00 METER 0 0 7 0 1 2 5 8 9 METER AND CUSTOMER LEVEL-- SERVICE VALVE TO BE FURNISHED AND INSTALLED BY DISTRICT UPON PAYMENT OF ALL APPLICABLE FEES. NOTE: BRONZE STRAINER TO BE ITEM USED FOR 2" TURBO METERS NO. SIZE & DESCRIPTION MANUFACTURER SPEC. NO. DOUBLE STRAP BRONZE SERVICE JONES J-979 I.P. OSADDLE 2" I.P. OUTLET MUELLER H-16102 TO H-16116 PER W-29 FOR STEEL MAINS FORD 202—SIZE I.P.7 ROCKWELL 323—SIZE-14 2" BRONZE CORPORATION STOP — JONES J-1931 OBALL VALVE TYPE. MUELLER B-25028 I.P. THREAD X F.I.P. FORD FB1700 • 2" BRONZE ANGLE METER STOP — JONES J-1974—W Q3 BALL VALVE TYPE. MUELLER B-24286 W/ LOCKWING F.I.P. X FLANGE FORD BA13-777W BRONZE CUSTOMER SERVICE — IJONES J-1913—W ® BALL VALVE TYPE. FORD SF13-777 W/ HH-67 METER SIZE FLANGE X F.I.P. 2" COPPER TUBING REDDING COPPER TYPE QS MUELLER "K" SOFT 5 W/NCRET NG METER ER BOX 1-1/2"METER 2" METER REAO (SEE NOTES 3. 6. & 13) BROOKS 65—S 66 EISEL 655B 666B 6" BASE OF 3/4" ROCK SEE SPECS. ® 2" ADAPTER MALE I.P. X SWEAT SEE SPECS. O9 2" COPPER 90° ELBOW SWEAT SEE SPECS. 2 " SERVICE INSTALLATION REVISIONS CITY OF SAN ° NO. N0. DATE APPROVED JUN gANSTRANO o na' APP OVED • /. WATER SERVICES IONAGER DATE SHEET t OF p is\ \r—D�A / 10' TO ANGLE METER STOP PROPERTY UNE 12 CHIP 2" 'W" IN CURB FACE TO IDENTIFY POTABLE WATER SERVICE LOCATION OR 2' "RW" TO IDENTIFY RECYCLED WATER SERVICE LOCATION CONSTRUCTION NOTES 1. DOUBLE STRAP SERVICE SADDLE REQUIRED FOR ALL SERVICE CONNECTIONS TO ANY SIZE MAIN. SERVICE SADDLE SHALL NOT BE INSTALLED WITHIN 18" OF A VALVE, COUPLING, FITTING, OR OTHER SERVICE. TAPPED COUPLINGS ARE NOT PERMITTED. 2. INSTALL CORPORATION STOP WITH KEY SIDEWAY IN OPEN POSITION. 3. SET TOP OF METER BOX FLUSH WITH SIDEWALK IN OPEN POSITION. 4. THE CORPORATION STOP TAP SHALL BE MADE AS SPECIFIED BY THE PIPE MANUFACTURER'S INSTALLATION GUIDE. ALL TAPS SHALL BE MADE WITH MACHINE GUIDE OR PILOT TAP. 5. THE WATER SERVICE SHOULD EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STREET FROM THE WATER MAIN TO THE METER STOP. 6. METER BOXES SHALL BE SET IN SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, OR IN PARKWAY BETWEEN CURB AND SIDEWALK. 7.,SOLDER USED IN JOINING COPPER PIPE, FITTINGS AND SPLICES SHALL BE A "SILVER SOLDER"COMPOSED OF NOT LESS THAN 15% SILVER (Ag), NOT LESS 809. FILLER ELEMENTS, OTHER THAN THOSE SPECIFIED, SUCH AS LEAD (Pb), ZINC (Zn), CADMIUM (CAD), NICKEL (Ni) OR TIN (Sn) WILL NOT BE PERMITTED. 8. ALL RECYCLED SERVICES SHALL BE MARKED AS DETAILED IN SECTION 15151 OF THE SPECIFICATIONS. 9. COMPRESSION TYPE CORPORATION STOP AND ANGLE METER STOP MAY BE SUBSTITUTED FOR THE FEMALE IRON PIPE STYLE WITH MALE IRON BY SWEAT ADAPTORS AS SHOWN. 10. A 1" BYPASS LINE WITH LOCKING CURB STOP MAY BE REQUIRED FOR INSTALLATIONS NEEDING CONTINUOUS SERVICE. 11. METER BOXES SHALL NOT BE LOCATED IN DRIVEWAYS. 12. METER BOX AND SERVICE RUN TO BE FURNISHED AND INSTALLED BY APPLICANT. 13. FOR THE PURPOSE OF AN IRRIGATION SERVICE— NO BALL VALVE IS NEEDED, AND A STRAIGHT METER COUPLING SHOULD BE USED. FOR 1-1/2" AND 2" IRRIGATION METERS USE A TURBINE METER WITH A STRAINER. 2 " SERVICE INSTALLATION REVISIONS i NO. DATE I APPROVED �.;,,, CITY OF SAN �`° NO. JUAN f A ISTRANO APPR/py�D WATER SUMCES M&W.ER DATE SHEET 2 OF 2 GOOSE NECK • ! \ \OPTIONAL ! / 11 30"MIN. EXISTING GRADE i O a 1 MIN. r JOINT LENGTH o p � 5 v v p THRUST BLOCK PER • LIST OF MATERIALS 3 DETAIL w-14 a- PIPE DIPXP6SHBRON ASS ESTRAIIEED PLUG-TAPPED 2-1/2" 4O 2" BRASS 90' ELL O5 - 2 BRASS, LENGHT AS REQUIRED © 2" BLOW-OFF HYDRANT, KUPFEREL FOUNDRY 85-B OR EQUAL. (�7 - 2" TEMPORARY RISER MATERIAL (PVC, GALV. OR BRASS (LENGTH AS a NYLON REDUC NGRBUSHING (2-1/2" X 2") SPECIAL NOTES 1. TEMPORARY BLOW-OFF ASSEMBLY REQUIRED AT ALL DEAD END LINES. 2. REMOVE RISER MATERIAL AFTER FLUSHING AND INSTALL 2" BRASS PLUG IN VALVE. LEAVE VALVE CLOSED. 3. ALL EMBEDDED PIPING SHALL BE WRAPPED WITH 10 MIL PVC TAPE. 4. WHEN EVER POSSIBLE USE THE CONNECTION DETAIL SHOWN ON 1 DETATIL W-2. 5. DO NOT INSTALL BLOW OFF HYDRANT IN TRAFFIC PATH. CONSTRUCTION TEMPORARY BLOWN OFF & CHLORINATION ASSEMBLY REVISIONS CITY OF SAN STD. NO. N0. DATE APPROVED JUAtN QAEISTRANO • - 5 C APP ED ATER 5 1 A ER DATE SHEET 1 OF 1 F:\C110sow-m NORMALLY 6'-0". FOR RUNS OVER 20' USE 8" PIPE. 30" MIN. LOCATE 4" OUTLET — v-- TOWARD STREET CONSTRUCT 3'x3'x4' CONCRETE PAD WITHIN PARKWAY. SEE HYDRANT LOCATION PLAN CASE 2 BELOW. WHERE SIDEWALKS ARE ADJACENT TO CURB, SEE HYDRANT LOCATIONS IN CASES 1. FEATHER JOIN EXISTING PAVEMENT L SIDEWALK` I .\ °° PARK— WAY �\ WEE DWG. \ l 7\7 FOR THRUST BLOCKS 6" FLANGED VALVE } SEE (WG. W-14 � I 0 v \ v \ v FLANGED DIP lzi ;° v MAIN LINE �\ ,\ CONSTRUCTION NOTES 1. PROVIDE AND INSTALL FIRE HYDRANTS PER SPECIFICATIONS SECTION 15139. 2. HYDRANTS TO BE PAINTED ACCORDING TO PAINT SPECIFICATIONS SECTION 09900. 3. PROVIDE SS316 "BREAK-AWAY" BOLTS AT HYDRANT FLANGE, BOLT HEAD DOWN. 4. ROTATE HYDRANT 45' WHEN ADJACENT TO POWER POLE OR STREET LIGHT POLE. 5. INSTALL WET BARREL HYDRANTS ONLY. IF SPECIFICALLY DIRECTED BY THE - DISTRICT, INSTALL A WET BARREL HYDRANT WITH A CHECK VALVE. 6. SET BACK DISTANCE PER TRAFFIC SET BACK REQUIREMENTS, OR 30" MINIMUM; WHICHEVER IS GREATER. HYDRANT LOCATION PLANS 3 OR WIDER CONC --FACE OF CURD PARKWAY PAD SIDEWALK 6' I - v _30" WIDE OR MORE I8" 3 IL 3, L 3' 3' CONK SIDEWALK �^ PAD CASE 1 CASE 2 SIDEWALK NOT' SIDEWALK ADJACENT TO CURB ADJACENT TO CURB RESIDENTIAL. FIRE HYDRANT INSTALLATION SI°NS , , CITY OF SAN S`° NO. NO. DATE APPROVED �' � JUAN APISTRANO - d:"' APP ED APER RVIC CERL DATE SHEET 1 OF 1 �:\GYw04D\w-OW NORMALLY 6'- 0". FOR RUNS OVER 20' LOCATE 4" OUTLET USE AN B" PIPE, TOWARD STREET. • 30" MIN I -^HYDRANT WITH 2-4" & 1-2. 1/2 FIRE CONSTRUCT 3'x3'x4' CONCRETE OUT HOSE O PAD WITHIN PARKWAY. SEE OUTLETS FEATHER JOIN HYDRANT LOCATIONPLAN CASE EXISTING PAVEMENT 2 BELOW. WHERE SIDEWALKS SIDEWALK ARE ADJACENT TO CURB, SEE L HYDRANT LOCATIONS IN CASE 1. LA • PARK- I WAY SEE DWG. t W=13 3 FOR THRUST BLOCKS FLANGED VALVE fn SEE DWG W-14 1 - t MAIN LINE FLANGED DIP CONSTRUCTION NOTES 1. PROVIDE AND INSTALL FIRE HYDRANTS PER SPECIFICATIONS SECTION 15139. 2. HYDRANTS TO BE PAINTED ACCORDING TO PAINT SPECIFICATIONS SECTION 09900. 3. PROVIDE SS316 "BREAK—AWAY" BOLTS AT HYDRANT FLANGE, BOLT HEAD DOWN. 4. ROTATE HYDRANT 45' WHEN ADJACENT TO POWER POLE OR STREET LIGHT POLE. • 5. INSTALL WET BARREL HYDRANT ONLY. IF DIRECTED BY THE DISTRICT INSTALL A A WET BARREL HYDRANT WITH A CHECK VALVE, 6. SET BACK DISTANCE PER TRAFFIC SET BACK REQUIREMENTS, OR 30" MINIMUM; WHICHEVER IS GREATER. HYDRANT LOCATION PLANS 3' OR WIDER CONC FACE OF CURB PARKWAY PAD SIDEWALK 6' 18• 3' -30"— WIDE OR LESS T 3' - 3• r CONC I 3' SIDEWALK PAD ASSCASE 2 SIDEWALK NOT SIDEWALK ADJACENT TO CURB ADJACENT TO CURB COMMERCIAL EIRE HYDRANT INSTALLATION REVISIONS CITY OF SAN ° NO. NO. DATE APPROVED aye 1 03/06 92 Rwc - ' � . JUAN CAPISTRANO z- os/n/9z mxc �� 11J D APPP m 7 3 02/04/93 RWC 1111 qVATER SERV S DATE SHEET 1 OF 1 F:\CVW M\W-01A BELL ----------- PIPE UNDISTURBED SOIL BELL HOLE PIPE BASE\PER SPECIFICATIONS BELL HOLE PROFILE FOR PIPE LOCATOR WIRE COUPLING MMIN. MOUND IDENTIFICATION TAPE 6" 2'-6' OF IMPORTED SAND UNDISTURBED SOIL MOUND PROFILE FOR PIPE PAVED AC OR PCC PIP INE UNPAVED AREA PAVEMENT A3Fb ZONE ENT AGGREGATE TRENCH STREET 16" BASE AS ZONE ZONE REQUIRED 6" MIN. C ON EACH SIDE TRENCH' OF PIPE ,ZONE 12" PIPE PIPE ZONE / / ZONE VARIES, 4 MIN., OR - './ PIPEVARIES, 1/4 O.D. WHICHEVER PIPE CONSTRUCTION NOTES TRENCH SECTION 1. ALL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02200 & 02223. 2. ALL BACKFILL WITHIN THE PIPE BASE AND PIPE ZONE SHALL BE IMPORTED SAND OR GRANULAR MATERIAL UNLESS NOTED OTHERWISE. 3. A.C.P., D.I.P., AND P.V.C. PIPE SHALL BE INSTALLED AS DETAILED IN SECTIONS 15702, 15056, AND 15064 RESPECTIVELY. 4. MARK PIPE PER SECTION 15151. 5. THICKNESS OF STREET ZONE PER PAVMENT PATCH DETAIL OF GOVERNING CITY TRENCH SECTION & PIPE BEDDING DETAILS REVISIONSCITY OF SAN ° NO. IAP NO. DATE APPROVED � JUAN CAPI TRANO - 8 u APPR U WA 2 R SE DATE SHEET 1OF 2 v:�G�rosm�w-w • REPLACEMENT PAVEMENT. SEE NOTE 5. SAW CUT PIPELINE BOTH SIDES SEE NOTE 5. EXISTING - - - -- PAVEMENT --- --EXISTING BASE KFILL ZONE. STRUCTURAL ZONE. SEE NOTE 5. ' / J. NOTE 5. rrEE 12" PIPE MIN ZONE 6" MIN. ON EACH SIDE 8" ��OF PIPE PIPE BEDDING VARIES (4" MIN) ' TRENCH SECTION FOUNDA IOND • CONSTRUCTION NOTES 1. 95% MIN. RELATIVE COMPACTION- SHALL BE REQUIRED IN THE STRUCTURAL ZONE AND 0.5' BELOW IT. 90% SHALL BE REQUIRED IN THE REMAINADER OF THE BACKFILL ZONE. 2. PRIOR TO PLACING BACKFILL, CALL CITY ENGINEERING DIVISION FOR STREET ZONE, INSPECTION. 3. ALL WORK SHALL BE IN ACCORDANCE WITH SPECIFICATION SECTION 02223 & 02220. 4. ALL BACKFILL WITHIN THE PIPE BASE AND PIPE ZONE SHALL BE IMPORTED SAND OR GRANULAR MATERIAL UNLESS NOTED OTHERWISE. 5. BACKFILL. BASE, & PAVEMENT REPAIR TO BE DONE PER THE "EXISTING STREET TRENCH DETAIL" OF THE GOVERNING CITY. PIPE, PIPE BEDDING & PIPE ZONE BACK FILL PER THIS DETAIL WHERE CONFLICT OCCURS WITH THE TRENCH DETAIL OF THE GOVERNING CITY. STREET BACKFILL AND RESURFACING DETATIL REVISIONS CITY OF SAN SM. NO. N DATE ED APPROV JUAN C PISTRANO AP • 're TER SERVI DATE SHEET SHEET 2 OF 2 -'+ CAP SCREW ^+-- A.W.WA. 2" SQUARE OPERATING NUT 12" 1/g WELD --+ 6 1/2" DIA. X 3/16" SPACER PLATE 12" BELOW TOP OF OPERATING NUT 18" MIN.- —+— 1 1/4" SOLID, ROLL OR SQUARE STOCK ' (PINNED COUPLERS ARE UNACCEPTABLE) 1/e WELD r � SOCKET FOR 2" SQUARE OPERATING NUT 2" CONSTRUCTION NOTES 1, PROVIDE VALVE STEM EXTENSION WHEN 1 11/16- DIA DEPTH TO OPERATING NUT EXCEEDS 36" (FABRICATE EXTENSION TO FIELD MEASURMENTS —SEE NOTE 2). 2 HOLES, 1" DIA. 2. NO VALVE STEM EXTENSION SHALL BE LESS THAN 18" IN LENGTH. TERMINATE 6 1/2" DIA. EXTENSION 18" TO 24" FROM FINISHED GRADE. SPACER PLATE 3. PROVIDE ADDITIONAL SPACER PLATE PLAN WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5'. VALVE STEM EXTENSION REVISIONS CITY OF SAN STD. NO. N0. DATE APPROVED JUAN CAP STRANO W . 9 *" .:qr• APP •D /1l 6e jWrER SERVICES MAKAQER DATE SHEET 1 OF 1 v:\cv«m�o\w-oar. I 7 • o n \ y° o v 6 9 a 3 - =: % 2 5 l 4 LEVE. ITEM NO. SIZE & DESCRIPTION MANUFACTURER SPEC. NO. DOUBLE STRAP BRONZE OR DOUBLE FORD SEE STANDARD O1 STRAP STAINLESS STEEL FOR C-900 MUELLER SPECIFICATIONS 15057 SERVICE SADDLE 2" I.P. OUTLET FOR SMITH BLAIR STEEL PIPE US DETAIL W-29 • 2" BRONZE CORPORATION STOP — JONES SEE STANDARD O BALL VALVE TYPE. MUELLER SPECIFICATIONS 15057 I.P. THREAD X F.I.P. FORD O 2" BRONZE ADAPTOR SEE SPECIFICATIONS MALE X I.P. SWEAT. ® 2" COPPER TUBING REDOING SEE STANDARD MUELLEN SPECIFICATIONS 15057 2" 90' BEND. REDDING SEE STANDARD O COPPER — SWEAT X SWEAT. MUELLEN SPECIFICATIONS 15057 SEE NOTE 7 DETAIL W-1, W-2 © METER BOX WITH TRAFFIC LID BISEL BROOKS T7 2"BRASS NIPPLE WITH CAP SEE SPECIFICATIONS SEE STANDARD SPECIFICATIONS 15057 ® 2" M.I.P. X SWEAT COPPER ADAPTER, SEE SPECIFICATIONS SEE STANDARD AS NEEDED I SPECIFICATIONS 15057 9 0 2" BALL VALVE JONES SEE STANDARD FORD SPECIFICATIONS 15057 2 " BLOW— OFF Rte'°APPROVED CITY OF SAN �° " O. N0. DATE AJ.r,° • A '' a J AN A ISTRANO ED ® 1 1 AP ov WATER DATE SHEET i OF 1 F.\0MO510\W-11A BASIC SEPARATION STANDARDS 1. PARALLEL CONSTRUCTION: THE HORIZONTAL SEPARATION OF POTABLE WATER LINES AND SEWER OR NON-POTABLE WATER LINES SHALL BE AT LEAST 10 FEET. THE HORIZONTAL SEPARATION OF NON- POTABLE WATER LINES AND POTABLE WATER OR SEWER LINES SHALL BE AT LEAST 10 FEET, 2. PERPENDICULAR CONSTRUCTION (CROSSINGS): POTABLE WATER LINES SHALL BE AT LEAST ONE FOOT ABOVE NON-POTABLE WATER LINES WHICH SHALL BE AT LEAST ONE FOOT ABOVE SEWER LINES. 3. SPECIAL CRITERIA: ALTERNATIVE CONSTRUCTION CRITERIA WHERE THE BASIC STANDARDS CANOT BE ATTAINED ARE SHOWN BELOW. SITUATION: RELALTIVE LOCATION OF SEWER LINES TO POTABLE AND NON-POTABLE WATER LINES. ZONE p I (NO JOINTS) A N 1 --- ---POTABLE 4 PROHIBITED ZONE 2 1, OR POTNO T POTABLE 0 WATER 6 4� OR NON 4' 1 6' POTABLE UNE WATER m UNE 6 3 mI 4" PROHIBITED ZONE ZONE u 'D1. B PARALLEL CONSTRUCTION PERPENDICULAR CROSSING IF ANY SEWER IS TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE INDICATED ZONES, SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW. SEWER CONSTRUCTION REQUIREMENTS FOR ZONES A. B. C. & D ZONE SEWER A DO NOT LOCATE ANY PARALLEL SEWER IN THIS AREA WITHOUT STATE OR LOCAL HEALTH DEPARTMENT APPROVAL. B USE V.C.P. OR D.I.P. WITH COMPRESSION JOINTS. C USE D.I.P. WITH MECHANICAL JOINTS OR CLASS 200 P.V.C. -- AWWA C900. D USE D.I.P. OR CLASS 200 P.V.C. -- AWWA C900. SPECIAL PROVISIONS - GENERAL NOTES 1. NO PIPE JOINTS SHALL BE PERMITTED WITHIN ZONES C AND D. 2. ALL D.I.P. TO BE SUPPLIED AND INSTALLED PER SECTION 15056. 3. SEWER FORCE MAINS SHALL NOT BE PERMITTED IN ZONES A THROUGH D. 4. THE CONSTRUCTION CRITERIA SHOULD APPLY TO THE HOUSE LATERALS THAT CROSS ABOVE A PRESSURE WATER MAIN, BUT NOT TO THOSE HOUSE LATERALS THAT CROSS BELOW A PRESSURE WATER MAIN. STATE HEALTH DEPT. EXCEPTIONS TO BASIC SEPARATION NO. DATE EviS10APPROVED ,,,,,, CITY OF SAN STD. NO. JUAN QAPISTRANO �y - � I TER SE 12 DATE SHtE1ET T OF 3 m w- A • BASIC SEPARATION STANDARDS 1. PARALLEL CONSTRUCTION: THE HORIZONTAL SEPARATION OF POTABLE WATER LINES AND SEWER OR NON-POTABLE WATER UNES SHALL BE AT LEAST 10 FEET. THE HORIZONTAL SEPARATION OF NON- POTABLE WATER LINES AND POTABLE WATER OR SEWER LINES SHALL BE AT LEAST 10 FEET. 2. PERPENDICULAR CONSTRUCTION (CROSSINGS): POTABLE WATER LINES SHALL BE AT LEAST ONE FOOT ABOVE NON-POTABLE WATER LINES WHICH SHALL BE AT LEAST ONE FOOT ABOVE SEWER WNES. 3. SPECIAL CRITERIA: ALTERNATIVE CONSTRUCTION CRITERIA WHERE THE BASIC STANDARDS CANOT BE ATTAINED ARE SHOWN BELOW. SITUATION: LOCATION OF NEW WATER }}LINE TO EXISTING SEWER LINE CL z 3. 6. t� roo 0 PROHIBITED ZONE 4" N 1 ZONE 6• q• DREW 4. 16. SEWER 1. B POTABLE OR NON— LINE POTABLE UNE _w- _ PROHIBITED ZONE T4 m ZONE I = A ZONE C I O� 2 (NO JOINTS) a 1 PARALLEL CONSTRUCTION PERPENDICULAR CROSSING I ' IF ANY WATER PIPELINE IS TO BE CONSTRUCTED WITHIN ANY OF THE ABOVE I INDICATED ZONES. SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW • CONSTRUCTION REQUIREMENTS FOR POTABLE WATER LINES IN ZONES A B C & D. ZONE DOMESTIC WATER A DO NOT LOCATE ANY PARALLEL WATER LINES IN THIS AREA WITH OUT STATE AND LOCAL HEALTH DEPARTMENT APPROVAL. B USE CLASS 200 D.I.P. C USE D.I.P. D USE D.I.P. i I I i STATE HEALTH DEPT, EXCEPTIONS TO BASIC SEPARATION REV151° CITY OF SAN STD. NO. N0. DATE APPROVED PROVED A JUANP STRAA O I ® 12 • WATERS AG DATE SHEET 2 OF 5 �:\�vlmsm\w-Ize BASIC SEPARATION STANDARDS 1. PARALLEL CONSTRUCTION: THE HORIZONTAL SEPARATION OF POTABLE WATER LINES AND SEWER OR NON-POTABLE WATER LINES $HALL BE AT LEAST 10 FEET. THE HORIZONTAL SEPARATION OF NON- POTABLE WATER LINES AND POTABLE WATER OR SEWER LINES SHALL BE AT LEAST 10 FEET. 2. PERPENDICULAR CONSTRUCTION (CROSSINGS): .POTABLE WATER LINES SHALL BE AT LEAST ONE FOOT ABOVE NON-POTABLE WATER LINES WHICH SHALL BE AT LEAST ONE FOOT ABOVE SEWER LINES. 3. SPECIAL CRITERIA: ALTERNATIVE CONSTRUCTION CRITERIA WHERE THE BASIC STANDARDS CANOT BE ATTAINED ARE SHOWN BELOW. SITUATION: LOCATION OF NEW WATER LINE TO EXISTING SEWER LINE G. a 3' fi' PROHIBITED ZONE 4" N ZONE I.�' sLwcR 4' SEWER 1• B 0 _F_ _ PROHIBITED ZONE 4— T ZONE xZONE C a A 2 (NO JOINTS) i PARALLEL CONSTRUCTION PERPENDICULAR CROSSING IF ANY NON - POTABLE UNE IS TO BE CONSTRUCTED WITH IN ANY OF THE ABOVE INDICATED ZONES. SPECIAL CONSTRUCTION SHALL BE REQUIRED AS DESCRIBED BELOW CONSTRUCTION REQUIREMENTS FOR NON -_ POTABLE LINES IN ZONES A. B. C. & 0. QUE NON — POTABLE WAT R A DO NOT LOCATE ANY PARALLEL WATER LINES IN THIS AREA WITH OUT STATE AND LOCAL HEALTH DEPARTMENT APPROVAL, B USE CLASS 200 D.I.P.• P.V.C. C USE D.I.P. D USE D.I.P. STATE HEALTH DEPT. EXCEPTIONS TO BASIC SEPARATION N . DATE ROVED ROVED CITY OF SAN �° NO. 0 JUAN QF APPo STRAND _ 1 1 9 r% , A1ER E DATE SHEEP 3 OF 3 F�NVWTMV-�[ • RECYCLED WATERDOMESTIC WATER BROOKS 4TT BROOKS 3RT H&C #1 H&C 10" WATER RW R 24" DIA FOR 3RT 6" 26" DIA FOR 4TT A.C. PAVEMENT FINISHED GROUND SURFACE • D h 2"R. CLASS "B" \// r • �, �\ CONN)ETE COLLAR (TYPD z D VALVE BOX �lm W LL CONC. 1O `\ TRACER WIRE. 14 GA BARE 40 FORCOLCOPPER WIRE, TAPED TO PIPE aS ~ PAVEMENT EVERY 10' AND FIXED TO TOP CONDITION % OF VALVE CAN. TRACER WIRE o z� FOR ACP OR PVC ONLY. LL W z a o B" PVC C900 -' FO z PIPE FOR VALVE WELL MATERIAL z O • z ���--I BACKFILL AROUND VALVE WITH SAND PER SECTION 15100 M J. 4�, WATER MAIN CLASS "B" — Y4 STEEL REINFORCING BARS CONCRETE COATED WITH 3M EC-244. KOPPERS ANCHOR CO. BITUMASTIC NO. 505 OR BLOCK APPROVED EQUAL ONLY TO EXPOSED PART OF REINFORCING A BARS VALVE & VALVE B0X INSTALLATION REVISIONS APPROVED CITY OF SAN ST°' "° N0. DATE JUAN ISTRANO Ir l x D Y/A5 ER DATE SHEET 1 OF 2 racwo5.0\w-L}. TYPICAL BUTTERFLY VALVE OPERATOR POSITION VALVE WELL -� STREET (i VALVE (TYP.) TS VALVE Ii a PIPE (TYP.) _ IF�PERATO.R.Tr . ) ° ° g VALVE SIZDIMENS {OoN 6" OR SMALLER 12" 12" ° 8" 13" 14" 10" 14" 16" 12" 14" 18" DIMENSION "C" = TRENCH WIDTH PLUS 2X PIPE DIAMETER CONSTRUCTION NOTES 1. PROVIDE VALVE STEM EXTENSION IF DEPTH TO VALVE NUT EXCEEDS 3 FEET. SEE DRAWING W-9. 2. IN NEW TRACT DEVELOPMENTS, PRIOR TO PAVING, EXTEND VALVE PIPE WELL 2' ABOVE GROUND ON KEY VALVES; FOR EMERGENCY SHUTOFFS. 3. BUTTERFLY VALVE OPERATORS SHALL BE LOCATED IN THE LEFT—HAND SIDE OF THE VALVE (AT THE TEE OR CROSS) AND LOOKING THROUGH THE VALVE AT THE PIPE END. 4. WHERE CONCRETE CROSS GUTTERS WILL EXIST AT STREET INTERSECTIONS WHICH WILL INTERFERE WITH VALVE BOXES, THE PIPELINE SHALL BE MOVED TO A POSITION CLEAR OF THE CROSS GUTTER. 5. VALVES TO BE LOCATED ADJACENT TO FITTINGS WHEREVER POSSIBLE. 6. VALVE LIDS TO BE PAINTED AND MARKED PER SECTIONS 09900 AND 15151. VALVE AND VALVE BOX INSTALLATION REVtSiDNS CITY OF SAN STD. NO. NO. DATE APPROVE° JUo N CAPISTRANO ® 13 _ n ATER SE CES IZLDATE SHEET 2 OF 2 v,\twos*o\+-gas Td • NO. DESORMM I—D.D.---I O HOUS0 A D DO VENTED fWIE cam i 2 AIR AND DOOR O (S h VACWM REUEP WIVE " (SFE SECTION 130[8) 3 ('3 BRASS MM NPPLE H 10 L 6 4 MMzi g MIP THREAD X SWEAT ADAPTER � _ © CON[. PAS WITH 6 a 6 YIEIE MESA I Qi 97 MEND SWEAT U 74 1- U r3 ° ° 9 COFAWaAN STOP MIP X TIP 9 BRONZE SERWCE SADDLE 13 iB CONNECT TO STEEL PIPE PER OETAA W-x9 OUTLET HOOD VENT CAP p- 4 APCO MOM 140-28. OR EOIML I C /�'� " o 11 MPER ILIBINO, TWE K RXTO U 5 @1 VALVE BOX d mm PER W-13 S e PVC SLEEVE �8 • 4' STAINLESS STEEL "i WLT 4 BOLT AND NUT VALVE COVER AND PAD DIMENSIONS VALVE DIMENSIONS • SIZE O.D. H L N MODEL A 8 C 1" 16" 30" 24" 26 OD#33 30" 54" 6" ,2" 24" 36" 30" 36 #43 36" 60" 6" CONSTRCUTION NOTES 1. REFER TO DRAWINGS W - 1 OR W -2 FOR ACCEPTABLE MATERIALS. 2. PAINT AND MARK AIR-VAC PER SECTION 09900 AND 15151. 3. PROVIDE AND INSTALL AIR-VAC PER SECTION 15089. 4. SET BACK DISTANCE PER TRAFFIC REQUIREMENTS, OR 30"; WHICH EVER IS GREATER. 5. INSTALL PIPE VERTICAL OR SLOPED UPWARDS AT ALL POINTS. AIR & VACUUM RELIEF VALVE ASSEMBLY REVISIONS CITY OF SAN S'°• NO. NO. DATE APPROVED CITY.� JUN CAPISTRANO IST® � • w.; �- APP D 11 1� A RVI[ DATE SHEET lOF 2 c\LwmT9\w1RA VALVE ASSEMBLY LOCATION PLANS 3' OR WIDER FACE OF CURB PARKWAY SIDEWALK — � a WIDE OR LEE IN SS B IVALVE BOX _ m VALVE COVER SIDEWALK PADC ASE ASE 1 (NO SIDEWALK PLANNED) OR SIDEWALK ADJACENT TO CURB SIDEWALK NOT ADJACENT TO CURB AIR & VACUUM RELIEF LOCATION RM5'D CITY OF SAN S' NO. N0. OATE APPROVED JUN CAP STRANO w- i M 16 #9 APP /. /S dfo ATER DATE SHEET 20F 2 MM�m\v-a z 0 a 19 18 19 6 18 19 0 1 1 19 N �MIN. J` I 5 4 L.d 5 OPENING Ll ALTERNATE LAYOUT LOWER 90' BEND ROTATED PAARALLEL METER TO CURBN PLAN o ' o I�7 ^ 6• 8 09 10 it 12 15 8 0 1 18 t p 7 MIN. tl7 MI � 17 13 5 a 1 14Lr 10 O 6. cw O O O ROCK BASE 12" DIA.SUMP TEMPORARY HOLE FILLED WITH LL.I � THRUST BLOCK THRUST BLOCK 3/4- ROCK PER ST B IF PER W-14 V7 PRIOR TO ON-SITE N >_ ELEVATION PIPING U w F- m m ::) x D_ a 3 " & 4 " METER INSTALLATION REVISIONS STD. NO. N0. DATE APPROVED '�� CITOF SAN JUAN Y A ISTRANQ APPROVED W® 2D • (. ER ! TER 5 GATE SHEET 1 OF 2 n)pvwv3m\.-m LIST OF MATERIALS ITEM QUANTITY DESCRIPTION Q3 — As Req'd 4" PIPE 44 — 1 ea 4" DIP 90 BEND FLANGED 5a-- 2 ea FLG X FLG SPOOL—METER SIZE X 2'-0" 6 1so 4" DIP 90 BEND FLG X FLG a7 — 1 ea 4" X 3" DIP REDUCER FLG X FLG (FOR 3" SERVICE ONLY) 2 eo RW GATE VALVE FLG X FLG OS & Y. -- 2 ea FLG X GROOVED END SPOOL—SIZE X 6" LONG 10 1ea VICTAULIC COUPLING 1 ea STRAINER 1eo TURBINE OR COMPOUND METER ea FLANGED SPOOL WITH 2" FIP OUTLET—SIZE X 12" LONG. 0ea NOT USED t 5 1 so 2" CORPORATION STOP — MIP x MIP n 1 ea BLIND FLANGE TLt 2 ea SERVICE SADDLE — SIZE X 2" I.P. THREAD 2. ea ADAPTER — 2" M.I.P. BY S.J. 19 As Req'd 2" COPPER TUBING — TYPE "L" ©0 -- 2 ea 2" 90' ELBOW — S.J. X S.J. 21 1 ea 2" BALL VALVE WITH LOCKING WING — F.I.P. X F.I.P. �^y 1 ea 4" D.I. SPOOL — FLG X FLG (IF REQUIRED) 3 eo ADJUSTABLE GALV. PIPE SUPPORT 1 ea PRECAST CONCRETE VAULT — SEE SCHEDULE BELOW WITH 4'-0" X 4'-0" BILCO AL. COVER MODEL JD-2AL WITH A 6" X 12" READING LID INSTALLED OVER METER 2 ea BOLT AND FLANGE INSULATING KIT 1 so SEAL SPACE AROUND PIPE WITH SILICONE SEAL. ©-- 1 ea LADDER—ALHAMBRA FOUNDRY A 3400 METER SIZE PRECAST VAULT INSIDE DIMENSIONS 3" 4'—O"W X 6'-61 X 6'-0"H 4" 4'—O"W X 7'-0"L X 6'—O"H SPECIAL NOTES 1. VAULT SHOWN IS FOR PARKWAY USE ONLY. FOR TRAFFIC LOADING AND OTHER REQUIREMENTS, CONTACT DISTRICT ENGINEER. 2. VAULT COVER TO BE SET TO CONFORM TO PARKWAY GRADE. 3. 4" PIPE & FITTINGS TO BE DIP, 3" PIPE AND FITTINGS TO BE CONCRETE MORTAR LINED STEEL. 3 " & 4" METER INSTALLATION " '° NO. DATE APPROVED AP CITY OF SAN JUAN CAVSTRANO APP" ATER E OATE SKEET 2 OF 2 TAPPING OR RESILIENT WEDGE GATE VALVE (SEE 1� SPECONCATSO1 S OF THE 0 i - v STAINLESS STEEL TAPPING SLEEVE (SEE SECTION / S ECIFICATIONS)5100 OF THE NOTE: SIZE ON SIZE TAPS WILL NOT BE ALLOWED. FEATHER JOIN EXISTING PAVEMENT 0 v v °•� � p v v O i v • VALVE BOX - i SEE DWG. W-13 MAIN LINE \ i \\If DIP \ o _ i WRAP STAINLESS STEEL TAPPING SLEEVE AND GATE VALVE, IN 8 MILL POLYETHELYNE. �\ �\ POLYETHELYNE. THRUST BLOCK SEE DWG. W-14 HOT TAP CONNECTION REVISIONS AP CITY OF SAN �° NO. AP N0. DATE PROVED ,+y W " JU N APISTRANO� - 22 � APP ED �/ WATER C DATE SHEET IOF 1 new-u. FILL GUARD POST WITH CONCRETE, AND ROUND TOP. M • 24" MIN 36" CVWD STRUCTURE OR APPURTENANCE ��. IN 0 v nv v 0 v 0 n n0 00 v nv 4, 0 0 36" o 0 a a I% O O e n � o a v 0 0 0 0 0 0 _ o 16" DIA. HOLE MIN 3" CONSTRUCTION NOTES 1. THE FACE OF THE GUARD POST SHALL BE A MINIMUM OF 24" FROM THE FACE OF THE CVWD STRUCTURE OR APPURTENANCE IT PROTECTS. 2. THE GUARD POST SHALL BE LOCATED SO THAT IT DOES NOT BECOME A TRAFFIC HAZARD, NOR SHOULD IT INTERFERE WITH THE OPERATION OF THE UTILITY APPURTENACE. 3. CONCRETE SHALL BE CLASS "B". 4. THE GUARD POST SHALL HAVE A NOMINAL DIAMETER OF 4 INCHES. AND SHALL HAVE A MINIMUM WALL THICKNESS OF 1/4 INCH. 5, PAINT GUARD POST OSHA SAFETY YELLOW PER STD 09900 GUARD POST FOR APPURTENANCES REVISIONS CITY OF SAN SM. NO. NO. DATE APPROVED Alit JUAN ISTRAN08e3 _ D ATER RVI DATE SHEET 1 OF 1 v:\ism\w-z� REPLACEMENT PAVEMENT 0.2' A.C.OR P.C.C. EXIS TING 0.35'MIN. "— WHEELCUT OR SAWCUT PAVEMENT REPLACEMENT 0.1' PAVEMENT 0.65'MIN.C.M.B.OR SLURRY FOR LOCAL SEE NOTE 11 STREETS. yIMLE HERBON 1.0'MIN.C.M.B.OR SLURRY FOR HIGHER TRAFFIC DESIGN STREETS. BACKFrr r SAL SLURRY OR UNDER 2' OSO' y// � BAS&SEE N0�3. � OVER 2' 1.0'. w i BEDDING MATERIAL A.PER SUBSECTION 1.01 306-1.2.1 OF TIM STANDARD SPECIFICATION \ MIN.S.B.-30.COMPACTED TO THE \ SATISFACTION OF THE CITY • ENGINEER. SEE NOTE 3. 50' 030' a SPRING ORD' ORD' 'WHICHEVER IS LESS BUT LINE NOT LESS THAN.35 /. BEDDING THAN TEALMARB:D110 BUTNOT CRUSHED ROCK UNDISTURBED DISTURBATIED \ OR CONCRETE AGGREGATE,MAX 1GRADATIONNO.2. EXISTING STREET TRENCH DETAIL SEE SHEET 2 FOR NOTES J+e� JIM irn i City of San Juan Capistrano REVISIONS ANDARD EXCAVATION AND RESURFACING PLAN STANDARD • �� � ��w�! 70� 7nW5 APPROVED BYC=ENGINEER WUllAM M.HUBER R.C.E.31795 DATE SHT-LOF 6 NOTES: 1. ALL EXCAVATION AND CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND THE WORK AREA TRAFFIC CONTROL HANDBOOK(LATEST EDITION). 2. ALL TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EXISTING OR FUTURE STREETS (INCLUDING ALL INTERSECTION CROSSINGS). ALL LONGITUDINAL TRENCHES IN THE STREET WITHIN 1S FEET OF THE EDGE OF THE GUTTER OR EDGE OF CURB IF THERE IS NO GUTTER. 3. WHERE SLURRY IS NOT REQUIRED FOR BACKE111 AND BEDDING"A",CRUSHED MISCELLANEOUS BASE PER THE STANDARD SPECIFICATIONS SECTION 200-2 4 CLASS 2 AGGREGATE BASE AND UNTREATED BASE PER SECI70N 200-2 OR 400-2 SHALL BE USED. ALL SOEL MATER Ar c FOR BACKFILL,BEDDING,AND FILL SHALL BE GRADEDRER SECTION 200.2 OR 400.2 FREE OF 1)CLAY;2)GREATER THAN 2INCH ROCK OR GRAVEL;3)DE03RIS;4)WASTE;5) VECE ABLE AND DELETERIOUS MATTER. SATISFACTORY SOIL MATERIAL THAT MAY BE APPROVED SHALL BE THOSE DEFINED BY ASTM D 2467 AS GW,SP,GM,SM,SW,AND SP. UNSATISFACTORY SOILS ARE GC,SC,ML MH,CL,CH,OL,OH,AND PI: 4. BACKFILL AND COMPACTION METHODS SHALL CONFORM TO SUBSECTION 306- 1.3 OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION(CURRENT EDITION),EXCEPT THAT 95%MINIMUM RELATIVE COMPACTION SHALL BE REQUIRED WITHIN THE STRUCTURAL SECTION AND 0.5 FEET BELOW 1T AND 90%COMPACTION IN THE REMAINDER OF THE BACKFILL ZONE. 5. ALL REFERENCES TO SLURRY SHAD.r.MEAN CLASS 100-E-100 SANDK EIvIE N T SLURRY. 6 ALL A.C.REPLACEMENT REQUIRES TACK COAT ON EXISTING EDGEiS AND A SEAL COAT ON THE SURFACE. — 7. PRIOR TO PLACING BACKFILL,CALL CITY ENGINEERING DIVISION FOR BEDDING INSPECTION. 8. THE WHEEL OR SAWCUT OF A.C.SHALL BE A STRAIGHT,CLEAN LINE ACCEPTABLE TO THE CITY ENGINEER. 9. WHERE EXISTING A.C.EXCEEDS 0.5 FEET IN THICKNESS,ALTERNATE PAVEMENT REPLACEMENT THAN REQUIRED HEREON WILL BE SPECIFIED BY THE CITY ENGINEER. 10. PRIOR TO PERFORMING ANY WORK IN THE PUBLIC RIGHT-OF-WAY A PERMIT MUST BE OBTAINED FROM CITY ENGINEERING DIVISION. 11. ON ALL HIGHWAYS SHOWN ON THE MASTER PLAN OF HIGHWAYS THE A+B+B SHALL BE OF WIDTH SUFFICIENT ENOUGH TO ACCOMMODATE A SELF-PROPELLED STEER.ROLLER. 12. ALL WORK SHALL CONFORM TO THE"GUIDELJNES FOR TRAVEL EXCAVATION:"ATTACHED HERETO. son I. TIG nn City of San Juan Capistrano " REVISIONS EXCAVATION AND RESURFACING PLAN PLAN NO. STANDARD /l 700 ,��'twevl 7aoms APPROVED BY CrrYENGWEER.WIL11"M HUBER R.C.E.31785 DATE SHT 2 OF 6 GUIDELINES FOR TRENCH EXCAVATION 1. A TRENCH IS DEFINED AS AN EXCAVATION IN WHICH THE DEPTH IS GREATER THAN THE WIDTH OF THE BOTTOM OF THE EXCAVATION. ALL TRENCH EXCAVATION AND RELATED WORK SHALL CONFORM TO SUBSECTION 306-1 OF THE CURRENT EDITION OF THE"STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION"(STANDARD SPECIFICATIONS)AND AS FURTHER SPECIFIED BELOW' A. MAXIMUM LENGTH OF OPEN TRENCH SHALL BE 200 FEET OR THE DISTANCE NECESSARY TO ACCOMMODATE THE AMOUNT OF PIPE ABLE TO BE INSTALLED IN A SINGLE DAY,WHICHEVER IS GREATER. B. BEFORE EXCAVATING ANY TRENCH FIVE FEET OR MORE IN DEPTH,THE CONTRACTOR/PERMITTHE SHALL SUBMIT TO THE CITY A DETAILED PLAN SHOWING THE DESIGN OF SHORING,BRACING,SLOPING OR OTHER PROVISIONS TO BE MADE FOR THE WORKERS'PROTECTION. THIS PLAN MUST COMPLY WITH THE REQUIREMENTS OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS, ARTICLE 6,SECTION 1540. IF THIS PLAN VARIES FROM SHORING SYSTEM STANDARDS,IT SHALL BE PREPARED BY A REGISTERED CIVIL ENGINEER. THE PLAN WII.L BE REVIEWED BY THE CITY PRIOR TO THE COMMENCEMENT OF EXCAVATION BY TEE CONTRACTOR/PERMlT1EE. C. PRIOR TO COMMENCING WORK ON THIS PROJECT,THE CONTRACTOR/PERMITfBE SHALL SUBMIT TO THE CITY FOR APPROVAL A PLAN AND SCHEDULE OF CONSTRUCTION WHICH WILL ALLOW THE LEAST INCONVENIENCE TO THE PUBLIC • AND/OR RESIDENTS. UTILITY TRENCHES MUST BE BACKFI.LED AND COMPACTED OR COVERED WITH STEEL PLATES SO THAT ALL RESIDENTS WILL HAVE ACCESS TO THEIR DRIVEWAYS PRIOR TO CONTRACTOR/PERMITTEE LEAVING JOB SITE EACH DAY. ALL TRENCHES DEEPER THAN 0.15 FOOT IN ROADWAY MUST BE COVERED WITH STEEL PLATES OR FENCED,AS DETERMINED BY THE CITY,WHEN LEFT OVERNIGHT.ALL PLATES SHALL BE PLACED AND SECURED AGAINST DISPLACEMENT IN CONFORMANCE WITH THE PROVISIONS OF THE'WORK AREA TRAFFIC CONTROL HANDBOOK PUBLISHED BY BUILDING NEWS,INC.,LATEST EDITION THEREOF. ALL PLATES PLACED ON ARTERIAL HIGHWAYS SHALL BE SECURED ALSO BY SPIKES. 2. BEDDING MATERIAL WHICH SUPPORTS THE CONDUIT SHALL EXTEND A MINIMUM OF 1.0 FOOT ABOVE THE CONDUIT AFTER DENSIFICATION. 3. PRIOR TO BACKFILLING TNG OF THE TRENCH BY THE CONTRACTORMERMITIEE,THE PROPOSED BACKFILL MATERIAL MIDST BE APPROVED BY THE CITY. WHEN REQUESTED THE CONTRACTORMERMIITEE SHALL PROVIDE THE CITY WITH A CERTSFJCATE OF COMPLIANCE FROM A SOILS TESTING LABORATORY APPROVED BY THE CITY. d+en 17n City of San Juan Capistrano REVISIONS EXCAVATION AND RESURFACING STANDARD N • STANDARD 7 00 /e -n0/95 APPROVED BY CITY ENGINEER,WILLNAM M HINBER RCY-31795 DATA SHT 3 OF 6 WHEN REQUIRED BY THE CITY,TESTS SHALL BE PERFORMED ON ALL PROPOSED BACI L. MATERIAL TO ENSURE UNIFORM COMPLIANCE WITH CITY REQUIREMENTS. ANY M IERIAL THAT FANS ON-SITE TESTING IS SUBJECT TO REMOVAL AND DISPOSAL AT THE EXPENSE OF THE CONTRACIOR/PERM rrEE. 4. AS STATED IN THE TRENCHING DETAIL NOTES,BACKFIM AND BEDDING MATERIALS SHALL HAVE A SAND EQUIVALENT(SE.)AS DETERMINED BY TEST METHOD NO.CALIF.217 AND SHALL BB DENSIFIED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT(95 PERCENT IN THE CASE OF SUBPARAGRAPH 4B BELOW)BY THE USE OF MECHANICAL TAMPERS,ROLLERS,OR VIBRATORS APPROVEDBY THE CITY. "STAMPING"TYPE EQUIPMENT SHALL NOT BE USED FOR DENSIFYING TRENCH BACKFILL WITHOUT PRIOR CITY APPROVAL WHEN THE CONDUIT OR PIPE IS OTHER THAN REINFORCED CONCRETE OR AS OTHERWISE SPECIFIED BY THE PUBLIC UTILITY COMPANY STANDARDS. MATERIAL FOR MECHANICALLY COMPACTED BACKFILL SHALL BE PLACED IN LIFTS NOT EXCEEDING THICKNESSES AS SPECIFIED IN SUBSECTION 306-13.2 OF THE STANDARD SPECIFICATIONS FOR THE TYPE OF EQUIPMENT USED. CLASS 100-E-100 SAND-CEMENT SLURRY, MECHANICALLY MIXED(HAND MIXING IS NOT APPROVED)AND PLACED IN CONFORMANCE WITH CITY REQUIREMENTS,MAY BE USED WHEN APPROVED BY THE CITY. A. TESTING OF BACKFILL MATERIAL SHALL BE PERFORMED BY THE CONTRACTORNERMfLTEB,AS REQUIRED BY THE CITY TO ENSURE UNIFORM DENSIFICATION. APPROVAL OF THE TEST RESULTS FORBACKPILL MA17MAL SHALL BE SECURED FORM THE CITY PRIOR TO PLACEMENT OF PERMANENT BASE OF PAVEMENT. ALL TESTS SHALL BE PERFORMED AT THE EXPENSE OF THE CONTRACIOR/PERM rrEE. B. WHERE TRENCH EXCAVATION OCCURS WITHIN EXISTING PAVEMENT,THE FOLLOWING CONDITIONS SHALL APPLY: 1. THE UPPER 0.5 FEET OF SUBGRADE AND THE STRUCTURAL SECTION SHALL BE DI NSIEISD TO A MINIMUM RELATIVE COMPACTION OF 95 PERCENT.THE REMAINING BACK ILL SHALL BE DENSIFIED TO A MINIMUM RELATIVE COMPACTION OF 90 PERCENT. 2. ALL,TRENCHES WHICH ARE TRANSVERSE OR DIAGONAL TO EXISTING STREETS OR ARE WITHIN — AN INTERSECTION SHALL BE BACKFILLED WITH CLASS 100-H-100 SAND-CEMENT SLURRY. WHEN LONGITUDINAL TRENCHING IS PROPOSED NEAR CURBS AND GUTTERS,THE WALLS OF THE TRENCH SHALL NOT BE WITHIN 15 FEET OF TILE EDGE OF GUTTER(OR EDGE OF CURB IF THERE IS NO GUTTER)IF THE TRENCH IS IN THE STREET,NOR WITHIN 1.5 FRET OF THE BACK OF THE CURB IF THE TRENCH IS IN THE PARKWAY,UNLESS PRIOR APPROVAL IS OBTAINED FROM THE CITY. WHEN TRENCH WALLS 1.5 FEET OR CLOSER TO THE EDGE OF GUTTER(OR EDGE OF CURB IF THERE IS NO GUTTER)ARE APPROVED BY THE CITY,THEN THE TRENCH SHALL,BE BACKFILLED ED WITH CLASS 100-E-100 SAND-CEMENT SLURRY. 3. THE EXISTING PAVEMENT SHALL BE CUT ON ALL SIDES 0.5 TO 1.0 FEET WIDER THAN THE TRENCH WIDTH. WHEN THE EDGE OF EXISTING PAVEMENT IS SO CUT,ALL EXISTINO PAVE,MU BETWEEN THE EDGE OF THE CUT AND THE GUTTER SHALL BE REMOVED IF IT IS LESS THAN 2.0 FEET IN UNIFORM WIDTH. ALL EDGES OF RECONSTRUCTED PAVEMENT SHALL BE STRAIGHT AND UNIFORM. IF THE CONTRACTOR/PERMITTEE CHOOSES TO USE A"PAVEM[EN T BREAKER"FOR MARKING THIN INITIAL LIMITS OF TRENCH EXCAVATION,THE AREA SO MARKEDNIUST BE CONTINUOUSLY BARRICADED TO PREVENT TRAFFIC FROM PASSING OVER THE INDENTATIONS IN THE PAVEMENT,AS WELL AS THE AREA IMMEDIATELY ADJACENT TO ANY EXCAVATION.SUCH BARRICADING OR TRAFFIC CLOSURE,HOWEVER,SHALL COMPLY WITH CONTRACT/PERMIT TRAFFIC REQUIRMAENTS,AND NOT CONSTITUTE ADDITIONAL CLOSURE. ALL LOOSE PAVEMENT AND OTHER DEBRIS SHALL,BE IMMEDIATELY REMOVED.PRIOR TO SURFACING OF THE TRENCH,THE EXISTING PAVEMENT SHALL BE CUT AS SPECIFIED ABOVE. ANY BARRICADING SHALL CONFORM TO CITY TRAFFIC REQUIREMENTS AND PROVISIONS OF THE"WORK AREA TRAFFIC CONTROL , HANDBOOK". „ Toil tm City of San Juan. Capistrano REVISIONS EXCAVATION AND RESURFACING STANDARD STANDARD PLAN NO. A� ////.. ��A 700 /e 4��"/ 7/20/95 APPROVEDBY ITY ENGINEER.WILLIAM M HLIBER RC.E 31785 DAT& SHT 4 OF 6 4. TRENCH RESURFACING SHALL.MATCH THE EXISTING STREET SURFACE(A.C.OR P.C.C.)AND SHALL BE 0.1 FOOT THICKER THAN EXISTING PAVEMENT. THE MBmviUM THICKNESSES OF TRENCH RESURFACING MATERIALS SHALL CONFORM TO THE FOLLOWING TABLE. MAJOR,PRIMARY,SECONDARY AND LOCAL STREETS AND ALLEYS COMMUTER STREETS(AS SHOWN ON THE CITY MASTER PLAN OF HIGHWAYS) 0.35 FOOT A.C.OR P.C.C.OVER 0S0 FOOT A.C.OR P.C.C.OVER 0.65 FOOT CI 2 AB OR CMB 1.00 FOOT Cl 2 All OR CMB OR OR 035 FOOT A.C.OR P.C.C.OVER 035 FOOT A.C.OR P.C.C.OVER CLASS CLASS 100-E-100 SAND CEMENT 100-E-100 SAND-CEMENT SLURRY SLURRY 5. IF TEMPORARY ASPHALT CONCRETE PAVEMENT IS PLACED IN ANY PAVEMENT CUT,IT SHALL BE MAINTAINED FREE OF HOLES,RUTS OR OTHER FAILURES. THIS TEMPORARY PAVEMENT SHALL BE REMOVED AND DISPOSED OF,AND PERMANENT ASPHALT CONCRETE PLACED WITHIN A PERIOD OF TEN WORKING DAYS OR AS OTHERWISE APPROVED FOR PUBLIC UTILITY COMPANIES,FOLLOWING • THE PLACEMENT OF THE TEMPORARY PAVEMENT. AFTER REMOVAL OF TEMPORARY PAVEMENT AND PRIOR TO PLACEMENT OF PERMANENT ASPHALT THE SURFACE OF THE SUBGRADE,BACKFILL OR BASF,AND EDGES OF ADJACENT PAVEMENT SHALL BE APPROVED BY THE CITY. THIS SURFACE SHALL BE TESTFDANSPECTED FOR COMPACTION,ELEVATION,SURFACE UNIFORMITY,AND IT SHALL BE FIRM,HARD AND UNYIELDING. THE EDGES OF PAVEMENT SHALL BE INSPECTED FOR WIDTH, STRAIGHTNESS,AND PROPER TACK COAT. 6. IF THE CONTRACTOR/PERMITTEE PROPOSES TO OPEN A STREET TO TRAFFIC AFTER PERMANENT ASPHALT CONCRETE(BASE COURSE)HAS BEEN INSTALLED IN THE TRENCH,BUT PRIOR TO INSTAL i•AVON OF THE FINAL PAVEMENT COURSE,THE PAVEMENT SHALL BE MAINTAINED IN SUCH A MANNER THAT HOLES,RUTS,FAILURES,AND ABRUPT CHANGES IN ELEVATION WILL NOT OCCUR. THE CONTRACTOR/PERMIT'TEE SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO OPENING THE STREET TO TRAFFIC WITHIN THE LfiIITS OF THEIR PERMITTED WORK. 7. THE FINAL PAVEMENT COURSE SHALL BE MADE IN SUCH A MANNER THAT IT WILL BE FLUSH AND CONFORM WITH THE EXISTING STREET SURFACE THE CONTRACTOR/PBRbIITTEE SHALL OBTAIN APPROVAL FORM THE CITY PRIOR TO PLACING THE FINAL PAVEMENT COURSE City of San Juan Capistrano ' REVISIONS STANDARD EXCAVATION AND RESURFACING PLAN NO. • STANDARD 700 117 7/20/95 APPR VED BY CITY EN WUllAM M.HUBER RCS 31785 DATE SHT 5 OFA 8. THE CITY GUIDELINES FOR TESTING BACKFILL MATERIAL ARE AS FOLLOWS: A. PRIOR TO TRENCH EXCAVATION,THE GRADING SAND EQUIVALENCE(S.E.),AND RELATIVE COMPACTION CURVE OF THE PROPOSED BACKFILL MATERIAL SHALL BE DETERMINED AND A CERTIFICATE OF COMPLIANCE FROM A CITY APPROVED SOILS TESTING LABORATORY SHALL BE SUBMITTED TO THE CITY. THE CITY MAY REQUIRE ADDITIONAL TESTING AT THE EXPENSE OF THE CONTRACTOR/PERMITTEE TO ENSURE UNIFORM COMPLIANCE AND MAY ACCEPT OR REJECT THE MATERIAL BASED UPON SUCH TESTING. UNSUITABLE MATERIAL AS DETERMINED BY THE CITY SHALL BE REMOVED FROM THE SITE AT TEE EXPENSE OF THE CONTRACTOR/PERMIITEE. B. RELATIVE COMPACTION TESTS SHALL BE PERFORMED AT INTERVALS NOT EXCEEDING 100 FEET IN LENGTH AND 2.0 FEET IN DEPTH. ANY MATERIAL THAT FAILS A COMPACTION TRW SHALL BE RECOMPACTED OR REMOVED TO LIMITS DETERMINED BY THE CITY. 9. BARRICADES AND TRAFFIC CONTROL SHALL BE PERFORMED PER THE"WORK AREA TRAFFIC CONTROL HANDBOOK"PUBLISHED BY BUILDING NEWS,INC.,LATEST EDITION THEREOF. 10. ANY PAVEMENT TRAFFIC STRIPING REMOVED OR OBLITERATED DUE TO CONTRACTOR/PERMlTTEE OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR/PERMITTEE IMMEDIATELY FOLLOWING FINAL PAVING/PATCHING,TO THE SATISFACTION OF THE CITY. THE CONTRACTOR/PERMITI'EE SHALL ALSO PROVIDE TEMPORARY PAVEMENT MARKINGS DURING CONSTRUCTION WHEN REQUIRED BY THE CITY. ON CITY CONTRACTS THE CONTRACTOR SHALL RESTRIPE AS REQUIRED BY THE SPECIFICATION. J� inc City of San Juan Capistrano REVISIONS STANDARD EXCAVATION AND RESURFACING PLAN NO. STANDARD 77 _ leSCI 7/20/95 / o0 APPROVED BYCITYENGWEER,WIL.LLAMM.HUBERRCE.31785 DATE SHT 6 OF 6 • WALK OR FILL-IN REPLACEMENT FOR EXCAVATIONS MADE PARALLEL LEL TO CURB OR PROPERTY LINE A.WALK LESS THAN 7.FT.WIDE WALK ADJACENT TO PROPERTY LINE P/L LESS THAN REPLACE WALK 7'WIDE EXCAVATION IN ITS ENTIRETY SAWCUT IF SCORELINE ,W-CURB - EARTH OR CONCRETE FELL-IN GUTTER WALK ADJACENT TO CURB LESS THAN REPLACE WALK T WIDE VATI N IN ITS ENTIRETY • CURB GUTTER B. FILL-IN LESS THAN 7 FT. WIDE P/L SAWCUT IF SCORELINE REPLACE FILL-IN LESS THAN T IN ITS ENTIRETY . 7WIDE EXCAVATION - CURB . GUTTER ® q ua im City of San Juan Capistrano REVISIONS SIDEWALK AND DRIVEWAY STANDARD PLAN NO. • REPLACEMENT 117 // � 710 A' �f 7/20/95 APPROVED BY CITY ENGINEER,WIIJ.JAM M HUBER R.C.E.31785 DAIt SHT I OP 4 C. 7 FT. WIDE OR WIDER WALK ADJACENT TO PROPERTY LINE 7'WIDE P/L IF LESS THAN 42" OR WIDER REPLACE WALK WALK IN ITS ENTIRETY EXCAVATION REPLACE 42"MIN SAWCUT IFSCORELINE EARTH OR CONCRETE FILL-IN ,-CURB GUTTER WALK ADJACENT TO CURB EXCAVATION REPLACE 42"MIN. 7'WIDE OR WIDER ItIF LESS THAN 42" SAWCUT CURB REPLACE WALK IN ITS ENTIRM GUTTER D. FILL IN 7 FT. WIDE OR WIDER P/I. SAWCUT IF SCORELINE IF LESS THAN 42" SAWCUT REPLACE ENTIRE FIr L-IN 7'WIDE EXCAVATION REPI-ACE 42"MIN OR WIDER GUTTER CURB � JVAN* naw °nn City of San Juan Capistrano REVISIONS SIDEWALK AND DRIVEWAY STANDARD REPLACEMENT PLAN NO. 710 � J 117 �4 7/20/95 APPROVED BY CITYENGINEEP,WILLIAM M.HUBER R.C.F-31785 DATE SHT?OP 4 • WALK OR FILL - IN REPLACEMENT FOR EXCAVATIONS MADE NORMAL TO CURB OR PROPERTY LINE (THESE REQUIREMENTS ALSO APPLY TO ENDS OF PARALLEL EXCAVATIONS) P/L i WALK ZO 60 MIN. SAWCUT a U i FILL-IN k� i CURB GUTTER IF AN EXCAVATION FALLS WPfHIN 60 INCHES OF AN EXPANSION JOINT, CONSTRUCTION JOINT,WEAKENED PLANE JOINT,CRACK OR EDGE,THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE JOINT,CRACK OR EDGE. IF AN EXCAVATION FALLS WITHIN 30 INCHES OF A SCORELiNE,THE CONCRETE SHALL BE REMOVED AND REPLACED TO THE SCORELiNE.THE SCORELINB SHALL BE SAWCUT PRIOR TO REMOVAL. THE MINIMUM LENGTH OF REPLACEMENT IN • BOTH CASES SHALL BE 60 INCHES. DRIVEWAY REPLACEMENT P2 i i WALK i CASE I MID-SECTION (SEE NOTES 4 AND 6) CASE II CURB GUTTER --j SLOPEI W SLOCL�- PARKWAY PARKWAY �r - - -- - - - - it - - �wM APRON I Z,. APRON I WALK I Z.. CASE I DRIVEWAY CASE H DRIVEWAY City of San Juan Capistrano REVISIONS SIDEWALK AND DRIVEWAY STANDARD PLAN NO. • REPLACEMENT 710 � J //�-7 4� 720/95 APPROVED BY C=ENGWEM WUZIAM M HUBER R.C.E.31785 DATE SIM q OF 4 NOTES: 1. CONCRETE WALK,FILL-IN AND DRIVEWAYS REMOVED IN CONNECTION WITH CONSTRUCTION SHALL BE REPLACED TO"NEATLY SAWED EDGES." SAWCUTS SHALL BE A U20MUM OF ONE HALF THE THICKNESS IN CONCRETE OVER 4"THICK AND 2"DEEP IN CONCRETE 4"OR LESS IN THICKNESS. ALL CUTS SHALL BE PARALLEL r E TO OR PERPENDICULAR TO THE CURB:ON THE CURVES,THE CUT SHALL BE RADIAL TO THE CURB. 2. A SCORE INE OR MARK IS DEFEVED ASA LINE MADE WITH A JOINTER TOOL 112"DEEP OR LESS AND NO MORE THAN 118"WIDE. 3. DRIVEWAY APRONS IN WHICH THE"W"DISTANCE IS LESS THEN 11'SHALL BE REPLACED IN THEIR ENTIRETY IF CUT IN ANY AREA. 4. DRIVEWAY APRONS IN WHICH THE"W'DISTANCE IS 11'ORMORE MAY BE CUT IN THE MID- SBCTTON AREA,THE MINIMUM REPLACEMENT SHALL BE 66"IN LENGTH,IF APPROVED BY THE CITY ENGINEER. 5. DRIVEWAY APRONS IN WHICH THE"W"DISTANCE IS 20'OR MORE MAY BE CUT IN TURDS IF APPROVED BY THE CITY ENGINEER. 6. DRIVEWAY APRONS SHALL BE REPLACED FROM THE BACK OF THS CURB TO THE BACK EDGE OF THE APRON. 7. WALK PORTIONS OF DRIVEWAYS SHALL BE REPLACED AS SHOWN ABOVE FOR EXCAVATIONS MADE PARALLEL OR NORMAL TO CURB. 8. ALL CONCRETE SHALL BE 520-C-2500 PER CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION 201-1.1.2. 9. ALL CONCRETE WORK SHALL CONFORM TO THE CURRENT EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND CITY STANDARD PLANS. City of San Juan Capistrano REVISIONS SIDEWALK AND DRIVEWAY STANDARD PLAN NO. I REPLACEMENT - �j 710 A 7/20/95 j APPROVED BY QTY ENOINE04 WILLIAM M HUBER R.C.E.31785 DATE SHT 4 OF 4 IF LESS TITAN 3' - REPLACETO s EXPANSION JOINT ,: '• 3'MIN. lB•'%X'SAWCLrr r~• .. 3'MIN. � WEAKENED PLANEJOINTCM) ^ i •!" IF LESS THAN 3' . REPLACETO CONSTRUCTION ff LESSTHANV •:' d ORSAWED REPLACETO — LCONTRACrION JOINT: NBAREST JOINT C OR A ' ONi ,1�W '_IJ 2� O � S SAW CUT O 6 MIN O 6-1,41N. [pp� •. r f / � �j OHLIQUE ANGLE CUTS 3'MIN. SHALL BE SQUAR® 6"MBI. OFF BY SAW CUTS NO E. OO a to O 6..%UN t•' Z F �. 86 Y MIN. •I MIN. 29 J y�tv3< �RNG =EXCAVATION r�T =AREA OF CONCRETE PAVEVIFNT TO BE SAWCUT AND REPLACED = 1/8"z2" SAWCUT =SAWCUT 2" DEEP 9 I!p� IJn City of San Juan Capistrano ��rr...�'• REVISIONS CONCRETE PAVEMENT STANDARD PLAN NO. • REPLACEMENT 715 7120/95 APPROVED BY CLTY ENGINBER,WU.LiAM M HUBER R.C.B.31755 DATE SBT L OP 2 SAW CUT 2"DEPTH V MIN AREA OF CONC.REMOVAL 6" MIN. 6"MIN. EXCAVATION r '•:'�•:M AGG BASH '"'•�i:y IL EXIST.BASE EXIST.CONCRETE TYPICAL EXCAVATION SECTION SEE NOTE 2 NOTES: 1. CONCRETE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 2. EXCAVATION SHALL ALSO CONFORM TO THE REQUIR 3MENTS OF STD.PLAN NO-10. 3. THE EXTENT OF REPAIR OF CONCRETE CUTS NOT SHOWN ON THIS STANDARD OR OF CUTS MADE WITHIN THREE FEET OF EXISTING PATCHES, CRACKS OF DETERIORATED SLABS SHALL BE DETERMINED BY TEE CITY ENGINEER 4. ALL CONCRETE WORK.SHALL CONFORM TO THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND CITY OF SAN JUAN CAPISTRANO STANDARD PLANS. S. ALL TRANSVERSE AND LONGITUDINAL JOINTS AND OUTER EDGES OF PAVEMENT WHICH ARE PART OF TEE REPLACED CONCRETE SHALL BE EDGED WITH AN EDGING TOOL HAVING A RADIUS OF 1/4"AND IN ACCORDANCE WITH CITY STANDARD PLANS. 6. REPLACED CONCRETE THAT JOINS A SAWED EDGE OF THE EXISTING PAVEMENT SHALL BE TOOLED. 7. REPLACED CONCRETE SHALL BE FINISHED TO THE SAME SURFACE TEXTURE AS THAT OF ADJACENT EXISTING CONCRETE. 8. THE LIMITS OF REMOVAL AND REPLACEMENT IN THE TRAVELED WAY SHALL BE DETERMINED BY THE CITY ENGINEER. 9. DOWELING MAY BE REQUIRED AS DIRECTED BY THE CITY ENGINEER 10.ALL REMOVALS IN CROSS GUTTERS SHALL BE ALONG EXPANSION OR - � WEARIED PLANE JOINTS PER STD.PLAN NO.305. +N City of San Juan Capistrano ' REVISIONS CONCRETE PAVEMENT STANDARD PLAN NO. REPLACEMENT -- �s 715 A7/20/95 APPROVED BY CITY ENGINEEIL WILLIAM M.HUBER R.C.E.31785 DATE SHI 2 OF 2 COMPACTED BACKFILL SS`F�pL= L REL.DNOR GRAVEL OR cl CRUSHED ROCK PIPE SUB-GRADE n. `" .•.. PIPE FOUNDATION TYPE I rr COMPACTED BACKFILL SEL=MA•rMAL CDNMC • 90%RELcmTo ENSRr COMPACTED- � � � BACKFILL ° PIPE SUB-GRADE PEPE FOUNDATION iFTaAL HAND SHAPED FROM Comp.DENOS�'i`A' 12 M. UNDISTURBED SOIL 1 w TYPE III N =Z LEAN SAND a O PII'E SUB-GRADE t�rOq --I 1PIPEFOUNDATION TYPE zz ® 51] City of San Juan Capistrano - REVISIONS STANDARD PIPE BEDDING DETAILS PLAN NO. 804 GC/.vs-eJ 720/95 APPROVED BY CITY ENGZIEER,WMLIAM M.HUBER R.C.E.31785 DATE SHT I OF - COMPACTED O BACKFILL SELECT MATERIAL COMPACTED TO DENSITTY CLASS 420-C-2000 CONCRETE N r O 04. � Oz �. MAX.TO BE DETERMINED IN THE FIELD BY THE=ON THE BASIS OF MAX.OVER WIDTH EXCAVATED. TYPE IV NOTES: 1. THE TRENCH WIDTH AT TIM UPPER LIMIT OF THE PIPE ZONE SHALL BE WITHIN THE FOLLOWING LIMITS FOR TYPE 1,II,AND III BEDDING: MAXMIUM TRENCH WIDTH-O.D.OF PIPE OR BELL PLUS 12" MINIMUM TRENCH WIDTH-O.D.OF PIPE OF BEI I PLUS 8" 2. TYPE IV BEDDING SHALL BE USED WHERE THE TRENCH WIDTH AT THE UPPER mllr OF THE PIPE ZONE EXCEEDS THE MAXIMUM WIDTH SPECII71ED ABOVE. 3. SEE STD.PLAN NO.700 FOR TRENCH RESURFACING AND BACKFILL RBQUIREIALNIS. im City of San Juan Capistrano ' REVISIONS STANDARD PIPE BEDDING DETAILS PLAN NO. �® 804 ///. "5"" 7/20195 APPROVED BY CITY ENGMEEP,WILLIAM M.HUBER R.CXL 31795 DATE SIM 2 OF 2 • APPENDIX - B City of San Juan Capistrano Standard Specifications • G:Wemg'roj.dsG an Juan CapistanoWigh West Sid PgmOinelSpedfication5t%Fpam4.dm PART IV-APPENDICES February 2W8 GENERAL CONTENTS STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DOMESTIC WATER AND RECYCLED WATER FACILITIES City Council Joe Soto, Mayor Mark Nielsen, Mayor Pro Tem Sam Allevato, Council Member • Thomas Hribar, Council Member Dr. Londres Uso, Council Member Dave Adams, City Manager February 2008 CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT 32400 Paseo Adelanto San Juan Capistrano, CA 92675 (949)443-6363 • CSJC-PWD FEB 2008 1 PART 2 TECHNICAL SPECIFICATIONS FOR CONSTRUCTION OF DOMESTIC WATER AND RECYCLED WATER FACILITIES • CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT 32450 Paseo Adelanto San Juan Capistrano, CA 92675 • (949)443-6363 CSJC-PWD FEB 2008 2 • CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT TABLE OF CONTENTS TECHNICAL SPECIFICATIONS Section Description 01045 Existing Facilities 01300 Submittals 01340 Shop Drawings and Materials Submittals 01610 Transportation of Materials 01720 Record Documents 02200 Structure Earthwork 02223 Trenching, Backfilling, and Compacting 02315 Jacked Casing 03300 Concrete 03462 Precast Concrete Vaults 09900 Painting and Coating 15041 Chlorination of Water Mains and Services for Disinfection 15042 Hydrostatic Testing of Pressure Pipelines 15052 Exposed Piping Installation • 15055 Steel Pipe and Fittings 15056 Ductile-Iron Pipe and Fittings 15057 Copper, Brass, and Bronze Pipe, Fittings and Appurtenances 15062 Concrete Mortar Lined and Coated Pipe 15064 PVC Pressure Distribution Pipe 15072 Asbestos Cement Distribution Pipe (6-inch through 16-inch) 15089 Combination Air Release and Vacuum Relief Valve Assembly 15096 Wall Pipes, Floor Pipes, and Pipe Sleeves 15100 Manual Valves 15112 Backflow Preventers 15139 Fire Hydrants 15150 Meters 15151 Domestic & Recycled Water Identification 15162 Flexible Pipe Couplings 15300 Self Contained Automatic Control Valves 15950 Corrosion Control for Buried Piping • CSJC-PWD FEB 2008 3 STANDARD SPECIFICATIONS SECTION 01045 EXISTING FACILITIES PART 1 - GENERAL A. Description This section includes requirements for connection to and abandonment of existing water facilities. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). • Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 C. Condition of Existing Facilities The PWD does not warranty the condition, size, material, and location of existing facilities. D. Location The contractor shall be responsible for potholing and verifying in advance the location of all existing pipelines as shown on the plans. Discrepancies shall be reported to the project engineer, prior to the fabrication of, or purchase of material affected by the discrepancy. E. Protection of Existing Utilities and Facilities 1. The contractor shall be responsible for the care and protection of all existing sewer pipe, water pipe, gas mains, culverts, power or communications lines, side walks, curbs, pavement, or other facilities and structures that may be encountered in or near the area of the work. • CSJC-PWD AUG 2006 4 01045 2. It shall be the duty of the contractor to notify Underground Service Alert and each agency of jurisdiction and make arrangements for locating their facilities prior to beginning construction. 3. In the event of damage to any existing facilities during the progress of the work and of the failure of the contractor to exercise the proper precautions, the contractor will pay for the cost of all repairs and protection to said facilities. The contractor's work may be stopped until repair operations are complete. F. Protection of Landscaping 1. The contractor shall be responsible for the protection of all the trees, shrubs, fences, and other landscape items adjacent to or within the work area, unless directed to do otherwise on the plans. 2. In the event of damage to landscape items, the contractor shall replace the damaged items in a manner satisfactory to the PWD Representative and the property owner. 3. When the proposed pipeline is to be within planted or other improved areas in public or private easements, the contractor shall restore such areas to the original condition after completion of the work. This restoration shall include grading, a placement of 5 inches of good topsoil, new sod, and replacement of all landscape items indicated. G. Permits All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or the other affected agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. PART 2 - MATERIALS A. Grout Grout shall consist of Portland cement and water; or, of Portland cement, sand, and water. All grout mixtures shall contain 2% of bentonite by weight of the cement. Portland cement, water and sand shall conform to the applicable requirements of the concrete section (Section 03300), except that sand used shall be of such fineness that 100%will pass a standard 8-mesh sieve and at least 45%, by weight, will pass a standard 40-mesh sieve. CSJC-PWD AUG 2006 5 01045 • B. Bentonite Bentonite shall be a commercial-processed powdered bentonite, Wyoming type, such as Imacco-gel, Black Hills, or equal. All materials used in making the connection or removing the facility from service shall conform to the applicable sections of these specifications. PART 3 - EXECUTION A. Connection to Existing Water Lines 1. The contractor shall make all connections unless shown otherwise on the plans or specified herein. 2. The contractor shall furnish all pipe and materials including furnishing all labor and equipment necessary to make the connections, all required excavation, backfill, pavement replacement, lights, and barricades, and may be required to include a water truck, high line hose, and fittings as part of this equipment for making the connections. In addition, the contractor shall assist the PWD in alleviating any hardship incurred during the shutdown for connections. The PWD Representative may require standby equipment or materials. • 3. The contractor will de-water existing mains, as required, in the presence of the PWD Representative. 4. Connections shall be made with as little change as possible in the grade of the new main. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot or abrupt changes in grade of the new line. Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed. Where the connection creates a high or low spot in the line, a standard air release or blow off assemble shall be installed as directed by the PWD Representative. B. Removal from Service of Existina Mains and Aoourtenances 1. Existing mains and appurtenances shall be removed from service at the locations shown on the plans or as directed by the PWD Representative. 2. Abandoned pipe shall be filled 12 inches into the end of the pipe with concrete. • CSJC-PWD AUG 2006 6 01045 3. Existing pipe and appurtenances may be removed from the ground, in which case all backfill and repair of surface shall be in accordance with Sections 02200 and 02223. 4. Removed pipe and appurtenances may be temporarily stockpiled on the job in a location that will not disrupt traffic or be a safety hazard, disposed of in a proper manner(as determined by the PWD Representative), or it may be delivered to the PWD yard as directed by the PWD Representative. 5. Before excavating for installing mains that are to replace existing pipes and/or services, the contractor shall make proper provisions for the maintenance and continuation of service as directed by the PWD Representative unless otherwise specified. 6. If the meter box is to be removed from an abandoned water service, the service line is to be removed and the corporation stop closed and capped. If there is no corporation stop on the service, the adapter is to be removed and a brass plug is to be installed in the service saddle. END OF SECTION CSJC-PWD AUG 2006 7 01045 • BLANK PAGE • • CSJC-PWD AUG 2006 8 STANDARD SPECIFICATIONS SECTION 01300 SUBMITTALS PART 1 - GENERAL 1.1 DESCRIPTION A. Submittals of documents described in the Contract Documents, and hereinafter are required prior to, during and at the end of the construction period. The submittals shall conform to the requirements described in this Section and all referenced Sections or Articles. 1.2 PROCEDURE A. Submittals within 10 days after the effective date of the Agreement: Submit the following items within 10 days after the Effective Date of the Agreement: 1. Preliminary Construction Schedule: Prepare and submit in accordance with Section 01310, Construction Schedule. 2. Preliminary Submittal Schedule: Prepare and submit schedule for the — submittal of all Shop Drawings, product data and samples in accordance with Section 01340, Shop Drawing Procedures. Form is included in this Section. B. Submittals within 30 days after the effective date of the Agreement: Submit the following items within 30 days after the Effective Date of the Agreement. 1. Construction Schedule: Prepare and submit in accordance with Section 01310, Construction Schedule. 2. Submittal Schedule: Prepare and submit schedule for the submittal of all Shop Drawings, product data and samples in accordance with Section 01340, Shop Drawing Procedures. Form is included in this Section. 3. Monthly payment schedule. C. Submittals Prior to Beginning The Work: Reference the Standard Form of Construction Agreement in the Contract Documents. D. Submittals During Construction: During progress of the construction, make the following submittals in a timely manner to prevent any delay in the Work schedule: 1. Updates to Construction Schedule: Provide an assessment of Work progress in relation to the Construction Schedule in accordance with Section 01310, Construction Schedule. CSJC-PWD AUG 2006 9 01300 • 2. Shop Drawings, Product Data and Samples: Submit Shop Drawings, product data and samples in accordance with Section 01340, Shop Drawing Procedures, and as required in various Sections of the Specifications. 3. Progress Payments: Submit applications for partial payments as specified in the Construction Agreement. 4. Request for Information: The CONTRACTOR shall retain 1 copy and submit 3 copies to the PWD for response. Form is included in this Section. Submit a Request for Information when any of the following are required: a. An interpretation of the Specifications. b. Additional details. c. Information not shown on the Drawings or in the Specifications. d. Clarification of discrepancies. 5. Change Orders: Forms are included in this Section. Whenever the PWD determines the need for a Change Order, the CONTRACTOR will receive a Request for Change Order Proposal Form, included in this Section. Upon receipt of a Request for Change Order Proposal Form or when the CONTRACTOR determines the need for a Change Order, the CONTRACTOR shall prepare and submit 3 copies of a Change Order Proposal in accordance with the Construction Agreement. The Change Order Proposal, included in this Section, must be in writing and must include suffic- ient information to assess the need for a change in the Work, the Contract time or the Contract amount. The Change Order Proposal must be approved • by the CONTRACTOR, and PWD. When a Change Order Proposal is acceptable to the PWD, a Change Order will be prepared and executed. The CONTRACTOR is not authorized to begin Work on a Change Order until it is fully executed. Any Work done by the CONTRACTOR prior to execution of a Change Order is entirely at his own risk. 6. CONTRACTOR'S Daily Report: Form is included in this Section. Submit 4 copies of the CONTRACTOR'S Daily Report. The CONTRACTOR and each Subcontractor shall prepare and submit a daily report on the form shown in this Section. The report shall contain, as a minimum, information on the location and description of the Work being performed, size, quantity and description of materials and equipment installed or delivered, coordination or scheduling concems, requests for clarifications, and any discrepancies noted in the Contract Documents, or on the as-built conditions. The report shall also contain the CONTRACTOR'S daily workforce count by craft, general weather conditions, any Work performed other than during established working hours, and any other pertinent items relative to the Work and as required by the PWD. The report is due at the PWD's office by 9:00 a.m. on the following work day and shall be signed by a responsible member of the CONTRACTOR'S staff. 7. Updates to Submittal Schedule: Submit 3 updated Shop Drawings, Product Data and Samples Submittal Schedule with each month's Progress Payment Request. • CSJC-PWD AUG 2006 10 01300 8. Construction Photographs: Submit Construction Photographs with each month's Progress Payment Request, as specified in Section 01380, Construction Photographs. 9. Operation and Maintenance Manuals and Lesson Plans: Submit Equipment Operation and Maintenance Manuals for approval by the PWD within 90 days after approval of Equipment Shop Drawing. Submit Equipment Training Lesson Plans for approval by the PWD 30 days prior to commencement of training. Submit Operation and Maintenance Data and Lesson Plans in accordance with Section 01730, Operation and Maintenance Data. E. Submittals at Interim Completion: Submit all Operations and Maintenance Data for each item of Work commissioned into operation at each interim completion date. F. Submittals At Project Closeout: With a written Notice of Completion, submit the following items in the proper form as a condition of Final Acceptance of the Work: 1. Guarantees, Warranties and Bonds: Submit as required in the Construction Agreement and listed in various Sections of the Specifications. 2. Operations and Maintenance Data: Submit all remaining product data and manuals as specified in various Sections of the Specifications. 3. Survey notes. 4. Construction photographs of all completed Work. G. Attachments: 1. Shop Drawings, Product Data and Samples Submittal Schedule. 2. Request for Information. 3. Request for Change Order Proposal. 4. Change Order Proposal. 5. CONTRACTOR'S Daily Construction Report. PART 2 - PRODUCTS (NOT USED PART 3 - EXECUTION (NOT USED) END OF SECTION CSJC-PWD AUG 2006 11 01300 BLANK PAGE • • CSJC-PWD AUG 2006 12 01300 SECTION 01340 SHOP DRAWING PROCEDURES PART 1 - GENERAL 1.1 DESCRIPTION A. The submittal of Shop Drawings shall conform to requirements of Contract Documents and procedures described in this Section. A separate transmittal form shall be used for each specific item or class of material or equipment for which a submittal is required. Transmittal of Shop Drawings on various items using a single transmittal form shall be permitted only when the items taken together constitute a manufacturer's "package" or are so functionally related that expediency indicates review of the group or package as a whole. The item(s) to be supplied shall be highlighted clearly. B. The term "Shop Drawing" as used herein shall be understood to include detailed design calculations, fabrication and installation drawings, lists, graphs, test data, operating instructions, and other items which shall include, but not are necessarily limited to: 1. Drawings and/or catalog information and cuts. 2. Specifications, parts list, suggested spare parts lists, and equipment - drawings. 3. Wiring diagrams of systems and equipment. 4. Complete lubrication, maintenance and operation instructions, including initial startup instructions as described in Section 01731, Instruction of Operations and Maintenance Personnel. 5. Applicable certifications. 6. Anchor bolt templates, mounting instructions and mounting design calculations as required. 7. Required maintenance operations to allow all installed equipment to remain idle for a period of time not to exceed 24 months. 8. Other technical, installation, and maintenance data as applicable. 9. Unloading and handling methods and storage requirements. 10. Note, highlight, and explain proposed changes to the Contract Documents. 11. Paint submittal showing type of paint and the mils thickness of coating system used. The coating system shall be the approved system as submitted under Division 9, Finishes. 12. Drawings showing CONTRACTOR field verifications illustrating all field dimensions. CONTRACTOR shall field verify all dimensions and existing materials shown on the Drawings. Any modifications required shall be at the CONTRACTOR'S expense. CSJC-PWD AUG 2006 13 01340 • C. Submittal Schedule: The CONTRACTOR, within ten (10) days after the Notice of Award Date, shall prepare and submit to the PWD a comprehensive Submittal Schedule. The CONTRACTOR shall identify on his Submittal Schedule all of the submittal items required by the Contract Documents governing his Work. The CONTRACTOR shall indicate, for each submittal item on his Submittal Schedule the following: 1. Description and Transmittal Number; 2. Reference to the applicable paragraph in the Contract Documents in chronological order that requires the submittal; 3. The dates the CONTRACTOR proposes to furnish the submittals; 4. The dates the materials, equipment, etc. are needed at the job site; and 5. The date confirmation of compliance is needed by the CONTRACTOR (a minimum of 30 days from the date the PWD receives the shop drawing unless otherwise noted in the Contract Documents). 6. Whether the submittal is for a deviation or an "equal" item. Complete submittals for all deviations or "equal" items shall be made to the PWD within 7 calendar days after the Notice of Award. Identification by the CONTRACTOR of deviations or "equal" items does not relieve the CON- TRACTOR of his responsibility to furnish equipment and materials that meet all the requirements of the Contract Documents. D. In preparing his Submittal Schedule, the CONTRACTOR shall consider the • nature and complexity of each submittal item and shall allow ample time for review, revision or correction. Submittals will normally be returned to the CONTRACTOR within 30 calendar days following receipt of the submittal. E. The PWD will review the CONTRACTOR'S Submittal Schedule to determine its completeness and compatibility with the Progress Schedule. A Submittal Schedule which is incompatible with the Progress Schedule or a review schedule which places extraordinary manpower demands on the PWD will be sufficient reason(s) to reject the Submittal Schedule. It shall be understood that certain submittals will take longer than 30 days to review and that these particular submittals will be identified during the submittal, by the PWD to allow for very complex submittal reviews. The CONTRACTOR shall also identify submittals for which he anticipates long review periods. F. The CONTRACTOR'S Submittal Schedule shall be consistent with the Progress Schedule. G. PWD=s acceptance of the Submittal Schedule will be a precondition of the receipt of the first progress payment. • CSJC-PWD AUG 2006 14 01340 1.2 PROCEDURES A. All Shop Drawing submittals shall be accompanied by the PWD's standard shop drawing transmittal form. This form may be obtained from the PWD. Any Shop Drawing submittal not accompanied by such a form, or where all applicable items on the form are not completed, will be returned for resubmittal. Ultimate responsibility for the accuracy and completeness of the information contained in the submittal shall remain with the CONTRACTOR. If data for more than one Section of the Specifications is submitted, a separate transmittal letter shall accompany the data submitted for each Section. A copy of all transmittal letters shall be sent to the PWD. B. All letters of transmittal shall be submitted in duplicate. C. At the beginning of each letter of transmittal, provide a reference heading indicating the following: 1. PWD=s Name 2. Project Name 3. Contract No. 4. Transmittal No. _ 5. Section No. D. If a Shop Drawing deviates from the requirements of the Contract Documents, CONTRACTOR shall specifically note each variation in his letter of transmittal. E. All Shop Drawings submitted for acceptance shall have a title block with complete identifying information satisfactory to PWD. F. All Shop Drawings submitted shall bear the stamp of approval and signature of CONTRACTOR as evidence that they have been reviewed by CONTRACTOR. Submittals without this stamp of approval will not be reviewed by PWD and will be returned to CONTRACTOR. CONTRACTOR'S stamp shall contain the following minimum information: CSJC-PWD AUG 2006 15 01340 • Project Name: CONTRACTOR'S Date: -------------Reference---------- Item: Specifications: Section: Page No.: Para. No.: Drawing No.: of Location: Submittal No.: Approved By: G. A number shall be assigned to each submittal by CONTRACTOR starting with • No. 1 and thence numbered consecutively. Resubmittals shall be identified by the original submittal number followed by the suffix "A" for the first resubmittal, the suffix "B"for the second resubmittal, etc. H. The CONTRACTOR shall initially submit to PWD a minimum of seven (7) copies of all submittals that are on 8-1/2-inch by 11-inch or smaller sheets, and one unfolded sepia and 6 prints made from that sepia for all submittals on sheets larger than 8-1/2-inch by 11-inch. I. After PWD completes his review, Shop Drawings will be affixed with a stamp and marked with one of the following notations: 1. No Objection. 2. No Objection; Make Corrections Noted. 3. Make Corrections Noted, Resubmit. 4. Non-Conforming. 5. Non-Conforming; Submit Conforming Submittal. 6. Not Reviewed. 7. For Information Only. J. If a submittal is acceptable, it will be marked "No Objection" or"No Objection; Make Corrections Noted." Four (4) prints or copies of the submittal will be returned to CONTRACTOR. • CSJC-PWD AUG 2006 16 01340 K. Upon return of a submittal marked "No Objection" or "No Objection; Make Corrections Noted," CONTRACTOR may order, ship or fabricate the materials included on the submittal, provided it is in accordance with the corrections indicated. L. If a Shop Drawing marked "No Objection; Make Corrections Noted" has extensive corrections or corrections affecting other Drawings or Work, PWD may require that CONTRACTOR make the corrections indicated thereon and resubmit the Shop Drawings for record purposes. Such Drawings will have the notation, "Make Corrections Noted, Resubmit." The corrected Shop Drawing shall be a pre-condition for payment for the work item of the Shop Drawing. M. If a submittal is unacceptable, two (2) copies will be returned to CONTRACTOR with one of the following notations: 1. "Non-Conforming, Submit Conforming Submittal" 2. "Non-Conforming" N. Upon return of a submittal marked "Non-Conforming; Submit Conforming Submittal," CONTRACTOR shall make the corrections indicated and repeat the initial approval procedure. The "Non-Conforming" notation is used to indicate material and/or equipment that is not acceptable. Upon return of a submittal so marked, CONTRACTOR shall repeat the initial approval procedure utilizing acceptable material and/or equipment. — O. Any related Work performed or equipment installed without a "No Objection" or "No Objection; Make Corrections Noted" Shop Drawing will be at the sole responsibility of the CONTRACTOR. P. Shop Drawings shall be submitted well in advance of the need for the material or equipment for construction and with ample allowance for the time required to make delivery of material or equipment after data covering such is approved. CONTRACTOR shall assume the risk for all materials or equipment which are fabricated or delivered prior to the approval of Shop Drawings. Materials or equipment will not be included in periodic progress payments until approval thereof has been obtained in the specified manner. Q. PWD will review and process submittals within 30 calendar days following submittal receipt. R. It is CONTRACTOR'S responsibility to review submittals made by his suppliers and subcontractors before transmitting them to PWD to assure proper coordination of the Work and to determine that each submittal is in accordance with his desires and that there is sufficient information about materials and equipment for PWD to determine compliance with the Contract Documents. Incomplete or inadequate submittals will be returned for revision without review. Each Shop Drawing shall clearly identify what is to be supplied. _ CSJC-PWD AUG 2006 17 01340 • S. CONTRACTOR shall furnish required submittals with complete information and accuracy in order to achieve required approval of an item within three submittals. All costs to PWD involved with subsequent submittals of Shop Drawings, Samples or other items requiring approval will be back charged to CONTRACTOR. Costs shall be determined as follows: C = (D.L.C. x 3.15) + (O.D.C. x 1.10) where: C = Cost for additional reviews D.L.C. = Direct Labor Cost(Hours spent on review x hourly rate of reviewer) O.D.C. = Other Direct Costs (travel, subsistence, etc.) In the event that CONTRACTOR requests a substitution for a previously approved item, all of PWD's costs in the reviewing of the substitution will be back charged to CONTRACTOR, unless the need for such substitution is beyond the control of CONTRACTOR. T. The PWD reserves the right to withhold monies, up to the limit identified in the Contract Documents, for Shop Drawing reviews beyond those described herein. • U. The PWD will implement, if requested by the CONTRACTOR, one (1) special Shop Drawing Review Meeting. The purpose of the meeting is to expedite Shop Drawing reviews for the equipment and materials required for the first document of the Work. Requirements of this Section will not be waived but could be expedited. V. Extension of contract time will not be granted because of CONTRACTOR=S substitutions, or because of the CONTRACTOR=S failure to make timely and correctly prepared and presented submittals with allowance for the checking and review periods. W. The acceptance of submittals shall not relieve the CONTRACTOR of responsibility for any deviation from the requirements of the Contract Documents or for any revision in resubmittals unless the CONTRACTOR has given notice in writing of the deviation or revision at the time of submission or resubmission and written approval has been given to the specific deviation or revision. Acceptance of submittals shall not relieve the CONTRACTOR of responsibility for error or omissions in the submittal or for the accuracy of dimensions and quantities, the adequacy of connections and the proper and acceptable fitting, execution and completion of the Work. • CSJC-PWD AUG 2006 18 01340 X. No Work represented by required submittals shall be purchased or commenced until the applicable submittal has been accepted. Work shall conform to the approved submittals and all other requirements of the Contract Documents unless subsequently revised by an appropriate modification, in which case the CONTRACTOR shall prepare and submit revised submittals as may be required. Y. Within thirty (30) days of receiving a ANo Objection@ or ANo Objection; Make Corrections Noted@ equipment submittal, the CONTRACTOR shall submit Operation and Maintenance manuals for that item of equipment. 1.3 SCHEDULE OF SUBMITTALS A. A schedule of submittals shall be submitted to the ENGINEER via the CONSTRUCTION MANAGER within 7 calendar days after the date of receipt of the Notice To Proceed from the OWNER. Seven (7) copies of this schedule shall be submitted indicating the CONTRACTOR'S proposed schedule for submitting all submittals. Additionally, the schedule shall reflect the following information for each item. 1. Description of Transmittal Number; 2. Reference to the applicable paragraph in the Contract Documents in chronological order that requires the submittal; 3. The dates the COTNRACTOR proposes to furnish the submittals; 4. The dates the materials, equipment, etc. are needed at the job site; and — 5. The date confirmation of compliance is needed by the CONTRACTOR (a minimum of 14 days from the date the ENGINEER receives the shop drawing unless otherwise noted in the Contract Documents). 6. Whether the submittal is for a deviation or an "equal" item, complete submittals fof all deviations or "equal" items shall be made to the ENGINEER within 30 calendar days after the CONTRACTOR'S Submittal Schedule is approved by the ENGINEER. Identification by the CONTRACTOR of deviations or "equal" items does not relieve the CONTRACTOR of his responsibility to furnish equipment and materials that meet all the requirements of the plans and specifications. B. In preparing the schedule, the CONTRACTOR shall coordinate it with the Progress Schedule and shall allow a minimum of 14 days for its processing and review by the CONSTRUCTION MANAGER/ENGINEER. Furnishing of the schedule shall not be interpreted as relieving the CONTRACTOR of his obligation to comply with all of the contract requirements for the items listed on the schedule. The CONTRACTOR shall review the listing at least every 30 days and take appropriate action to maintain an effective and updated system and a copy of the schedule shall be maintained at the job site. Seven (7) copies of the revised and/or updated submittal schedule shall be submitted to the ENGINEER at least every 30 days. The CONTRACTOR shall indicate on the schedule those submittals/re-submittals that were added or updated. Payment will not be made for any material or equipment which does not comply with contract requirements. _ CSJC-PWD AUG 2006 19 01340 • Failure to submit revised and/or updated Submittal Schedule as described will result in suspension of the processing of monthly Progress Payments by the PWD until the revised and/or updated Submittal Schedule is received. C. Updated shop drawing schedule submittals shall be numbered consecutively as 01341-101, 01341-102, and so on. Resubmittals shall be identified with alpha subscripts as specified in this Section. D. Submittals shall not be accepted by the ENGINEER until the submittal schedule has been approved by the ENGINEER. 1.4 SUBMITTAL LIST The following general list of submittals is provided for the convenience of the CONTRACTOR in preparing his Submittal Schedule. The CONTRACTOR shall be required to furnish all submittals required by the Contract Documents. Pipe material Pipe fittings Valves Tapping sleeves Pipe couplings Pipe support details • Vaults Meters Pressure gauges Concrete Pipe bedding material PART 2 - PRODUCTS (NOT USED) PART 3 - EXECUTION (NOT USED) END OF SECTION • CSJC-PWD AUG 2006 20 01340 SECTION 01610 TRANSPORTATION AND HANDLING OF MATERIALS AND EQUIPMENT PART 1 - GENERAL 1.1 DESCRIPTION A. CONTRACTOR shall make all arrangements for transportation, delivery, receiving and handling of products required for prosecution and completion of the Work. B. Shipments of products to CONTRACTOR or Subcontractors shall be delivered to the Site only during regular working hours. Shipments shall be addressed and consigned to the proper party giving name of Project, street number and city. Shipments shall not be delivered to PWD except where otherwise directed. C. If necessary to move stored products during construction, CONTRACTOR shall move them without any additional compensation. 1.2 PREPARATION FOR SHIPMENT A. When practical, factory assemble products. Match mark or tag separate parts and assemblies to facilitate field assembly. Cover machined and unpainted parts that may be damaged by the elements with a strippable protective coating. B. Package products to facilitate handling and protect from damage during shipping, handling, and storage. Mark or tag outside of each package or crate to indicate its purchase order number, bill of lading number, contents by name, PWD's contract name and number, CONTRACTOR, equipment number, and approximate weight. Include complete packing lists and bills of materials with each shipment. C. Protect products from exposure to the elements and keep thoroughly dry and dust free at all times. Protect painted surfaces against impact, abrasion, discoloration, or other damage. Grease or oil all bearings and similar items. D. Do not have products shipped until related Shop Drawings have been approved by PWD. 1.3 DELIVERY A. Arrange deliveries of-products in accordance with progress schedules and in ample time to facilitate inspection prior to installation. CSJC-PWD AUG 2006 21 01610 • B. Coordinate deliveries to avoid conflict with Work and conditions at Site and to accommodate the following: 1. Work of other contractors or PWD. 2. Limitations of storage space. 3. Availability of equipment and personnel for handling products. 4. PWD's use of premises. C. Have products delivered to Site in manufacturer's original, unopened, labeled containers. Keep PWD informed of delivery of all equipment to be incorporated in the Work. D. Clearly mark partial deliveries of component parts of equipment to identify the equipment, to permit easy accumulation of parts and to facilitate assembly. E. Immediately on delivery, inspect shipment to ensure: 1. Product complies with requirements of Contract Documents and reviewed submittals. 2. Quantities are correct. 3. Containers and packages are intact and labels are legible. 4. Products are properly protected and undamaged. F. Promptly remove damaged products from the Site and expedite delivery of new, • undamaged products. Remedy incomplete or lost products to provide that specified, so as not to delay progress of the Work. 1.4 PRODUCT HANDLING A. Provide equipment and personnel necessary to handle products, including those provided by PWD, by methods to prevent soiling or damage to products or packaging. B. Provide additional protection during handling as necessary to prevent scraping, marring or otherwise damaging products or surrounding surfaces. C. Handle products by methods to prevent bending or overstressing. D. Lift heavy components only at designated lifting points. E. Handle products in a safe manner and as recommended by manufacturer to prevent damage. Do not drop, roll or skid products off delivery vehicles. Hand carry or use suitable materials handling equipment. PART 2 - PRODUCTS (NOT USED) • CSJC-PWD AUG 2006 22 01610 PART 3 - EXECUTION (NOT USED) END OF SECTION CSJC-PWD AUG 2006 23 01610 • STANDARD SPECIFICATIONS SECTION 02200 STRUCTURAL EARTHWORK PART 1 - GENERAL A. Description This section includes excavation, backfilling, materials, testing, and shoring for structures. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. . 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 C. Testing for Compaction Testing for compaction shall conform to Section 02223. D. Definition of Zones 1. Pavement and street zones shall be as specified in Section 02223. 2. Backfill zone is the backfill from the bottom of the structure excavation to the bottom of the street zone in paved areas or to the existing surface in unpaved areas. E. Permits All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or any other affected agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. • CSJC-PWD AUG 2006 24 02200 PART 2 - MATERIALS Native earth backfill, imported backfill material, granular material, imported sand, and crushed rock shall conform to the requirements of Section 02223. PART 3 - EXECUTION A. Compaction Requirements 1. Backfill in Street Zone: 90% relative compaction 2. Structural Backfill: 90% relative compaction 3. Gravel Base: 90% relative compaction 4. Adjacent to existing structures: 95% relative compaction B. Sidewalk. Pavement. and Curb Removal 1. Saw cut bituminous or concrete pavements regardless of their thickness, and curbs and sidewalks prior to excavation for the structure in accordance with the requirements of the City, or agency having jurisdiction. Curbs and sidewalks that are damaged in the course of construction are to be cut and removed and replaced from joint to joint 2. Haul removed pavement and concrete materials from the site to a proper — disposal facility. These materials are not permitted for use as backfill. If the material to be removed exceeds 50 cubic yards, the contractor shall obtain a haul route permit from the City(s) having jurisdiction. C. De-watering 1. Provide and maintain means and devices to continuously remove and dispose of all water entering the excavation during construction of the structure and all backfill operations. 2. Dispose of the water in a manner to prevent damage to adjacent property and pipe trenches. 3. Do not allow water to rise in the excavation until backfilling around and above the structure is completed. 4. Reporting shall conform to the requirements of the City of San Juan Capistrano's NPDES permit requirements. 5. In no event shall the sewer system be used as a drain for de-watering. D. Structure Excavation 1. Structure excavation shall include the removal of all material of whatever nature necessary for the construction of structures and foundations in accordance with the plans and these specifications. CSJC-PWD AUG 2006 25 02200 • 2. The sides of excavations for structures shall be sufficient to leave at least a 2-foot clearance, as measured from the extreme outside of formwork or the structure, as the case may be. 3. The contractor shall dispose of surplus material in accordance with Section 02223. E. Correction of Over Excavation 1. Where excavation is inadvertently carried below design depths, suitable provision shall be made by the contractor to adjust construction, as directed by the PWD Representative to meet requirements incurred by the deeper excavation. 2. No earth backfill will be permitted to correct over excavation beneath structures. 3. Over excavation shall be corrected by backfilling with crushed rock or concrete, as directed by the PWD Representative. F. Bracing • 1. The contractor's design and installation of bracing and sheeting shall take the necessary precautions to be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders. 2. Excavations shall be so braced, sheeted, and supported that they will be safe, such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from damage. 3. The sheeting, shoring, and bracing shall be arranged so as not to place any stress on portions of the completed work. 4. Carefully remove sheeting, shoring, bracing, and timbering to prevent the caving or collapse of the excavation faces being supported. G. Backfill 1. After structures and foundations are in place, backfill shall be placed to the original ground line or to the limits designated on the plans. 2. No material shall be deposited against concrete structures until the concrete has reached a compressive strength of at least 3,000 pounds per square inch as tested per Section 03300. • CSJC-PWD AUG 2006 26 02200 3. Imported sand or granular material shall be placed in horizontal layers not exceeding 8 inches in depth. 4. Each layer of backfill material shall be moistened and thoroughly tamped, rolled, or otherwise compacted to the specified relative density. 5. Carefully operate compaction equipment near structures to prevent their displacement or damage. Structural fill is to be placed and compacted in uniform layers around all sides of the structure. H. Pavement Replacement Pavement replacement shall be in accordance with the requirements of the City or the agency having jurisdiction. I. Permits An Encroachment Permit from the City having jurisdiction is required prior to any work within City right-of-way. All traffic control and pavement replacement work shall be in accordance with the requirements of the permit and the City Inspector. A permit from OSHA is required of any excavation exceeding 5 feet. Follow all restrictions of the required permits form other agencies. END OF SECTION CSJC-PWD AUG 2006 27 02200 BLANK PAGE • • CSJC-PWD AUG 2006 28 02200 STANDARD SPECIFICATIONS SECTION 02223 TRENCHING, BACKFILLING, AND COMPACTING PART 1 - GENERAL A. Description This section includes materials, testing, and installation for trench excavation, backfilling, and compacting. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. C. Testing for Compaction — 1. Determine the density of soil in place by the use of a sand cone, drive tube, or nuclear tester. 2. Determine laboratory moisture-density relations of existing soils by ASTM D 1557. 3. Determine the relative density of cohesionless soils by ASTM D 2049. 4. Sample backfill materials by ASTM D 75. 5. Express "relative compaction" as the ratio, expressed as a percentage, of the in place dry density to the laboratory maximum dry density. 6. Compaction shall be deemed to comply with the specifications when no test falls below the specified relative compaction. 7. The Contractor shall secure the services of a qualified testing laboratory, acceptable to the PWD, and pay the costs of all testing work. Test results shall be furnished to the PWD Representative. D. Pavement Zone The pavement zone includes the asphalt concrete and aggregate base pavement section placed over the trench backfill. CSJC-PWD AUG 2006 29 02223 • E. Street Zone The street zone is the top 18 inches of the trench in paved areas, or the depth determined by the jurisdictional agency. F. Trench Zone The trench zone includes the portion of the trench from the top of the pipe zone to the bottom of the street zone in paved areas or to the existing surface in unpaved areas. G. Pipe Zone The pipe zone shall include the full width of trench from the bottom of the pipe or conduit to a horizontal level 12 inches above the top of the pipe. Where multiple pipes or conduits are placed in the same trench, the pipe zone shall extend from the bottom of the lowest pipes to a horizontal level 12 inches above the top of the highest or topmost pipe. H. Pipe Base The pipe base shall be defined as a layer of material immediately below the • bottom of the pipe or conduit and extending over the full trench width in which the pipe is bedded. Thickness of pipe base shall be a minimum of 4 inches, or as shown on the drawings or as described in these specifications for the particular type of pipe installed. I. Excess Excavated Material 1. The contractor shall make the necessary arrangements for and shall remove and dispose of all excess excavated material unless indicated differently in the special provisions for any job. 2. It is the intent of these specifications that all surplus material not required for backfill or the contractor at a proper disposal site shall properly dispose of fill. 3. No excavated material shall be deposited on private property unless written the contractor thereof secures written permission from the owner. Before the PWD will accept the work, the contractor shall file a written release signed by all property owners with whom he has entered into agreements for disposing excess excavated material, absolving the PWD from any liability connected therewith. 4. The contractor shall obtain a haul route permit from the city having jurisdiction. • CSJC-PWD AUG 2006 30 02223 J. aafety 1. All excavations shall be performed, protected, and supported as required for safety and in the manner set forth in the operation rules, orders, and regulations prescribed by the Division of Industrial Safety of the State of California. 2. Barriers shall be placed at each end of all excavations and at such places as may be necessary along excavations to warn all pedestrians and vehicular traffic of such excavations. Lights shall also be placed along excavations from sunset each day to sunrise of the next day until such excavation is entirely refilled. 3. No trench or excavation shall remain open during non-working hours. The trench or excavation shall be covered with steel plates, spiked in place, or secured with temporary A.C. pavement around the edges, or backfilled. K. Access Unobstructed access must be provided to all driveways, water valves, hydrants, or other property or facilities that require routine use. L. Blasting 1. Blasting for excavation will be permitted only after securing approval of the City having jurisdiction, and PWD Engineer, and only when proper precautions are taken for the protection of persons and property. 2. The contractor shall also obtain permission from the Orange County Fire Department before commencing blasting operations. 3. All aspects concerning safety, transportation and the use of explosives shall be in accordance with Article 8 of the CAL-OSHA State of California Occupational Safety and Health Standards. 4. The contractor's methods of blasting and procedure shall conform to all state laws and local ordinances. 5. A permit shall be obtained from all state and local authorities, having jurisdiction, prior to blasting. M. Permits All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having _ CSJC-PWD AUG 2006 31 02223 • jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. PART 2 - MATERIALS A. Native Earth Backfill 1. The use of native earth as backfill material will require the approval of the PWD Representative in all cases. 2. Native earth backfill, acceptable for use, shall be fine-grained material free from roots, debris, and rocks with a maximum dimension not larger than 4 inches. 3. Native backfill shall not be used in the pipe zone. B. Imported Backfill Material 1. Whenever the excavated material is not suitable for backfill, the contractor shall arrange for and furnish suitable imported backfill material that is • capable of attaining the required relative density. 2. The contractor shall dispose of the excess trench excavation as specified in the preceding section. Backfilling with imported material shall be done in accordance with the methods described herein. C. Granular Material Granular material shall be defined as soil having a minimum sand equivalent of 30 as determined in accordance with State of California, CALTRANS, Test "California 217,"with not more than 20% passing a 200-mesh sieve. D. Imported Sand Imported sand shall have a minimum sand equivalent of 30 per State of California, CALTRANS, Test "California 217' with 100% passing a 3/8-inch sieve and not more than 20% passing a 200-mesh sieve. Certification that the sand meets this requirement shall be provided. E. Crushed Rock and Gravel 1. Crushed rock shall be the product of crushing rock or gravel. Fifty percent • of the particles retained on a 3/8-inch sieve shall have their entire surface CSJC-PWD AUG 2006 32 02223 area composed of faces resulting from fracture due to mechanical crushing. Not over 5% shall be particles that show no faces resulting from crushing. Less than 10% of the particles that pass the 3/8-inch sieve and are retained on the No. 4 sieve shall be weatherwom particles. Gravel shall not be added to crushed rock. 2. Gravel shall be defined as particles that show no evidence of mechanical crushing, are fully weathenwom, and are rounded. For pipe bedding, where gravel is specified, crushed rock may be substituted or added. 3. Where crushed rock or gravel is specked in the bedding details on the plans, the material shall have the following gradations: 1Y2-Inch 1-Inch 3/4-Inch Max Gravel Max Gravel Max Crushed Rock Sieve Size % Passing % Passina % Passina 2" 100 1'/2" 90 - 100 100 1" 20 - 55 90 - 100 100 3/4" 0 - 15 60 - 80 90 - 100 1/2" - - 30 - 60 3/8" 0 - 5 0- 15 0 - 20 No. 4 - 0- 5 0 - 5 No. 8 - - - 4. Unless otherwise specified, 3/4-inch-maximum crushed rock shall be used for pipes with inside diameters of 30 inches and less. F. Sand-Cement Slum Sand-cement slurry shall consist of two sacks (188 pounds) of Portland cement per cubic yard of sand and sufficient moisture for workability. PART 3 - EXECUTION A. Compaction Requirements 1. The developer shall engage the services of a qualified soils engineering firm to determine the relative compaction of the trench backfill. 2. If the backfill fails to meet the specified relative compaction requirements, the contractor shall rework the backfill until the requirements are met. The contractor shall make all necessary excavations for density tests as directed by the PWD Representative. Orange County PFRD, city having jurisdiction, or CALTRANS compaction requirements shall prevail in all public roads. — CSJC-PWD AUG 2006 33 02223 • 3. Compaction tests shall be performed at random depths and at 200-foot intervals and as directed by the PWD Representative. 4. Unless otherwise shown on the drawings or otherwise described in the specifications for the particular type of pipe installed, relative compaction in pipe trenches shall be as described below: a. Pipe zone and pipe base: 90% relative compaction b. Trench zone not beneath paving: 90% relative compaction. C. Trench zone to street zone in paved areas: 90% relative compaction. d. Street zone in paved areas: per agency requirements. The most stringent agency requirements shall prevail. e. Rock refill material for foundation stabilization: 90% relative density. f. Rock refill for over excavation: 90% relative density. B. Material Replacement Removal and replacement of any trench and backfill material that does not meet the specifications shall be the contractor's responsibility. C. Clearing and Grubbing • 1. Areas where work is to be performed shall be cleared of all trees, shrubs, rubbish, and other objectionable material of any kind which, if left in place, would interfere with the proper performance or completion of the contemplated work, would impair its subsequent use, or would form obstructions therein. 2. Organic material from clearing and grubbing operations will not be incorporated in the trench backfill. 3. Organic material from clearing and grubbing operations will be disposed of at a proper waste disposal facility. D. Sidewalk. Pavement. and Curb Removal 1. Saw cut bituminous or concrete pavements regardless of their thickness, and curbs and sidewalks prior to excavation for the structure in accordance with the requirements of the City, or the agency having jurisdiction. Saw cut, remove and replace from joint to joint all curbs and sidewalks damaged in the course of construction. 2. Haul removed pavement and concrete materials from the site, to a proper disposal facility. These materials are not permitted for use as trench • backfill. If the material to be removed exceeds 50 cubic yards, the CSJC-PWD AUG 2006 34 02223 contractor shall obtain a haul route permit from the City(s) having jurisdiction. E. Trenchina and Tunneling 1. Excavation for pipe, fittings, and appurtenances shall be open trench to the depth and in the direction necessary for the proper installation of the facilities as shown on the plans. 2. Trench banks shall be kept as near to vertical as possible and shall be properly braced and sheeted. 3. Tunneling will not be permitted. 4. The use of a jack and bore or hydraulic ram may be employed. F. Bracing 1. The contractor's design and installation of bracing and shoring shall be consistent with the rules, orders, and regulations of the State of California Construction Safety Orders. 2. Excavations shall be so braced, sheeted, and supported that they will be — safe such that the walls of the excavation will not slide or settle and all existing improvements of any kind, either on public or private property, will be fully protected from damage. 3. The sheeting, shoring, and bracing shall be arranged so as not to place any stress on portions of the completed work until the general construction thereof has proceeded far enough to provide ample strength. 4. Care shall be exercised in the drawing or removal of sheeting, shoring, bracing, and timbering to prevent the caving or collapse of the excavation faces being supported. G. Trench Widths 1. Excavation and trenching shall be true to line so that a clear space of not more than S inches or less than 6 inches in width is provided on each side of the largest outside diameter of the pipe in place measured at a point 12 inches above the top of the pipe. For the purpose of this article, the largest outside diameter shall be the outside diameter of the bell on bell and spigot pipe or the pipe collar. 2. Where the trench width, measured at a point 12 inches above the top of the bell of the pipe, is wider than the maximum set forth above, the trench area — CSJC-PWD AUG 2006 35 02223 • around the pipe shall be backfilled with crushed rock, Class B concrete, or slurry to form a cradle for the pipe as shown on the Drawing W-8 at the discretion of the PWD Representative. Concrete or slurry shall not be poured directly against the pipe. H. Length of Open Trench Within developed areas, the length of open trench may be restricted as determined by the encroachment permit from the city or the agency having jurisdiction. I. Grade 1. Excavate the trench to the lines and grades shown on the drawings with allowance for pipe thickness and for pipe base or special bedding. 2. The trench bottom shall be graded to provide a smooth fine, and stable foundation that is free from rocks and other obstructions and shall be at a reasonably uniform grade. J. Correction of Over Excavation 1. Where excavation is inadvertently carried below the design trench depth, • suitable provision shall be made by the contractor to adjust the excavation, as directed by the PWD Representative, to meet requirements incurred by the deeper excavation. 2. Over excavations shall be corrected by backfilling with approved graded crushed rock or gravel and shall be compacted to provide a firm and unyielding subgrade or foundation, as directed by the PWD Representative. K. De-watering 1. The contractor shall provide and maintain at all times during construction ample means and devices with which to promptly remove and properly dispose of all water from any source entering the excavations or other parts of the work. De-watering shall be done by methods that will ensure a dry excavation and preservation of the final lines and grades of the bottoms of excavations. De-watering methods may include well points, sump points, suitable rock or gravel placed below the required bedding for drainage and pumping, temporary pipelines, and other means, all subject to the approval of the PWD Representative. 2. In no event shall the sewer, or storm drain system be used as drains for de- watering the construction trenches. • CSJC-PWD AUG 2006 36 02223 3. De-watering shall commence when groundwater is first encountered and shall be continuous until such times as water can be allowed to rise. No concrete shall be poured in water, nor shall water be allowed to rise around the concrete or mortar until it has set at least eight hours. L. Foundation Stabilization 1. Whenever the trench bottom does not afford a sufficiently solid and stable base to support the pipe or appurtenances, the contractor shall excavate to a depth below the design trench bottom, as directed by the PWD Representative, and the trench bottom shall be backfilled with 3/4-inch rock and compacted to provide uniform support and a firm foundation. 2. Where rock is encountered, it shall be removed below grade and the trench shall be backfilled with graded gravel or crushed rock to provide a compacted foundation cushion with a minimum allowable thickness of 4 inches under the pipe foundation plane. 3. If excessively wet, soft, spongy, unstable, or similarly unsuitable material is encountered at the surface upon which the bedding material is to be placed, the unsuitable material shall be removed to a depth as determined in the field by the PWD Representative and replaced by crushed rock. M. Excavated Material 1. All excavated material shall not be stockpiled in a manner that will create an unsafe work area or obstruct sidewalks or driveways. Gutters shall be kept clear or other satisfactory measures shall be taken to maintain street or other drainage. 2. In confined work areas, the contractor may be required to stockpile the excavated material off-site, as determined by the project permits. N. Placing_Pipe Base 1. Place the specified thickness of pipe base material over the full width of trench and compact the material to the specified relative density. Grade the top of the pipe base ahead of the pipe to provide firm, uniform support along the full length of pipe. 2. Excavate bell holes at each joint to pen-nit assembly and inspection of the entire joint. CSJC-PWD AUG 2006 37 02223 • O. Placing Mounds to Support Pipe 1. As an alternate to placing imported sand pipe base material, the pipe may be supported on mounds of imported sand. 2. The mounds shall be of imported sand and extend the full trench width. The mounds shall provide a minimum of 6 inches of contact with the pipe. 3. The pipe shall be supported to maintain its design line and grade. 4. The mounds shall be located 2'/s feet from the coupling of the pipe. P. Backfilling within Pipe Zone 1. Backfill the pipe zone per the detailed piping specification for the particular type of pipe and per the following: 2. After pipe has been bedded, place pipe zone material simultaneously on both sides of the pipe, keeping the level of backfill the same on each side. Carefully place the material around the pipe so that the pipe barrel is completely supported and that no voids or un-compacted areas are left beneath the pipe. Use particular care in placing material on the underside • of the pipe to prevent lateral movement during subsequent backfilling. 3. Compact material placed within 12 inches of the outer surface of the pipe by hand tamping only. Q. Backfill within Trench Zone 1. Compact the trench zone per the detailed piping specification for the particular type of pipe and per the following: 2. Push the backfill material carefully onto the backfill previously placed in the pipe zone. Do not permit free fall of the material until at least 2 feet of cover is provided over the top of the pipe. Do not drop sharp, heavy pieces of material directly onto the pipe or the tamped material around the pipe. 3. The remaining portion of the trench to the street zone or ground surface, as the case may be, shall be backfilled, compacted and/or consolidated by approved methods to obtain the specified relative compaction. a. Where densities are required which cannot be attained by water densified backfill the Engineer may authorize the use of impact, free fall or "Stomping" type equipment to supplement the densification of the backfill. The backfill shall be placed in horizontal layers of such • depths as are considered proper for the type of compacting CSJC-PWD AUG 2006 38 02223 equipment being used in relation to the backfill material being placed. Each layer shall be evenly spread, properly moistened, and compacted to the specified relative density. The contractor shall repair or replace any pipe, fittings, manholes, or structures as directed by the PWD Representative damaged by the contractor's operations. b. Consolidation of backfill performed by flooding, or jetting shall not be allowed. R. Backfill within Street Zone 1. The street zone within roadbed areas shall be compacted using approved hand, pneumatic, or mechanical type tampers to obtain the required relative compaction. 2. All work shall be done in accordance with the requirements and to the satisfaction of the city or the agency having jurisdiction. 3. Flooding and jetting will not be permitted in this Zone. S. Sidewalk. Pavement. and Curb Replacement Replace bituminous and concrete pavement, curbs, and sidewalks damaged or removed during construction in accordance with the requirements of the city or the agency having jurisdiction. END OF SECTION CSJC-PWD AUG 2006 39 02223 • BLANK PAGE • CSJC-PWD AUG 2006 40 STANDARD SPECIFICATIONS SECTION 02315 JACKED CASING PART 1 - GENERAL A. Description Tunneling by jacked casing, directional drilling, or a tunnel boring machine, method for highway, railroad, creek, and culvert crossings and other shallow depth tunnels, and carrier pipe installation. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Hydrostatic Testing of Pressure Pipeline: 15042 C. Permits All work shall conform to the specifications and requirements of the State of California Division of Occupational Safety, Mining and Tunneling Unit, State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. D. Alternative Methods The contractor may present an alternative detailed proposal in lieu of the methods and materials specified herein to jack or bore casing pipe at the locations shown on the plans. Any such proposal shall be presented to the PWD Representative a minimum of 14 calendar days in advance of the work to allow adequate time for checking, and must be in accordance with all the conditions set forth in the permits. CSJC-PWD AUG 2006 41 • E. aafeety The Contractor shall obtain from the Division of Industrial Safety a classification for each bore exceeding 30-inches in diameter. It shall be the Contractor's responsibility to see that the work is done in conformance with the state require- ments. It shall also be the Contractor's responsibility to call the required safety meeting with representatives from the State Division of Industrial Safety prior to beginning the construction of each bore. F. Schedulina If the pipeline is not installed within the casing as a continuous operation following completion of jacking, then bulkhead the portals and backfill the approach trenches and later reopen them for pipe installation. G. Line and Grade 1. The contractor's attention is called to the fact that the casing pipe must be installed to the tolerances listed on the plans so as to permit the construction of the carrier pipe to the lines and grades shown on the plans. 2. It is the contractor's responsibility to choose a size of casing at or above the • minimum specified, to insure that the jacking is done with a high degree of accuracy to permit installation of the carrier pipe to the grades shown on the plans. H. Design 1. It is the contractor's responsibility to retain an engineer to design a casing that meets or exceeds the minimum specified, and to insure that the casing is compatible with the jacking machine, and the boring head used. PART 2 - MATERIALS A. Steel Casina 1. New steel casing pipe, unless otherwise approved by the PWD Representative, shall be butt-welded sheets conforming to ASTM A 245, commercial grade or of plate conforming to ASTM A 283, Grade C. 2. The minimum size and thickness of casing pipes for insertion of various sizes of carrier pipes shall be as described below, unless a larger or heavier wall casing pipe is required by the agency having jurisdiction over the road or railroad crossing: • CSJC-PWD AUG 2006 42 Pipe Size Min. O.D. Casing Size Min. Wall Thickness Inches (Inches) (Inches) 4 10-3/4 1/4 6 12-3/4 1/4 8 16 1/4 12 20 5/16 3. It is the contractors responsibility to retain a design engineer to choose a size of casing at or above the minimum specified, in order that the jacking may be done with a sufficient degree of accuracy to permit installation of the carrier pipe to the grades shown on the plans. The Contractor may select a greater thickness and diameter as convenient for method of work and loadings involved, as suitable for the site and as limited by possible interferences, but at no additional cost to PWD. If specified on the plans, provide 2-inch grout connections spaced at the top and bottom for casing 30-inches and larger in diameter per detail Drawing W-10. Casing sections shall be joined by full-circumference butt-welded in the field. Prepare ends of casings for welding by providing '/.-inch X 45 degree chamfer on outside edges. Casings shall be protected from corrosion. The contractor or Design Engineer shall employ the services of a California licensed Corrosion Engineer or a NACE International Certified Corrosion specialist for the design of the casing corrosion protection system. B. Grout 1. Grout shall consist of Portland cement and water or of Portland cement, sand, and water; and all grout mixtures shall contain 2% of bentonite by weight of the cement. 2. Portland cement, water and sand shall conform to the applicable requirements of the concrete section (Section 03300), except that sand to be used shall be of such fineness that 100% will pass a standard 8-mesh sieve and at least 45%, by weight, will pass a standard 40-mesh sieve. 3. Bentonite shall be a commercial-processed powdered bentonite, Wyoming type, such as Imacco-gel, Black Hills, or equal. 4. The grout shall have a minimum penetration resistance of 100 psi in 24 hours when tested in accordance with ASTM C403 and a minimum compressive strength of 300 psi in 28 days when tested in accordance with ASTM C495 of C109 CSJC-PWD AUG 2006 43 C. Stainless Steel Spacers Casing spaces shall be bolt on style with a two-piece shell made of 316 stainless steel of a minimum 14-gauge thickness. Each shell section shall have bolt flanges formed with fins for added strength. Each connection flange shall have a minimum of three 5/16 inch 316 stainless bolts. The shell shall be lined with a ribbed PVC extrusion with a retaining section that overlaps the edge of the shell and prevents slippage. Bearing surfaces (runners) made from UHMW polymer with a static coefficient of friction of 0.11 - 0.13 shall be attached to support structures (risers). 316 stainless fasteners that are inserted through the punched riser section and welded for strength shall attach the runners mechanically. Risers shall be made of 316 stainless of a minimum 14 gauge. All risers over 2 inches in height shall be reinforced. Risers shall be welded to the shell. All metal surfaces shall be fully passivated. Casing spacers shall be as specified on the plans. D. End Seal End seals shall be virgin Buna-s or Virgin SBR with 316 stainless steel bands. E. Sacrificial Anodes for Cathodic Protection • 1. Anodes for cathodic protection of steel casing shall be 2-inch by 2-inch by 60-inch high purity zinc anodes, bagged in calcium sulfate and bentonite backfill. 2. The anodes shall be cad welded to the casing with No. 6 High Molecular Weight Polyethylene (HMWPE) covered, stranded copper lead wire. PART 3 - EXECUTION A. Sectional Shield or Jacking Head 1. Fit a sectional shield or steel jacking head to the leading section of the casing. The shield or head shall extend around the outer surface of the upper two-thirds of the casing and project at least 18 inches beyond the driving end of the casing. It shall not protrude more than ''/i inch beyond the outer casing surface. 2. Anchor the head to prevent any wobble or alignment variation during the jacking operation. 3. To avoid loss of ground outside the casing, carry out excavation entirely within the jacking head and not in advance of the head. In general, excavated material shall be removed from the casing as jacking progresses • CSJC-PWD AUG 2006 44 and no accumulation of excavated material within the casing will be permitted. 4. A jacking band to reinforce the end of the pipe receiving the jacking thrust will be required. B. Jacking Pit 1. The approach trench for jacking or boring operations shall be adequately shored to safeguard existing substructures and surface improvements and to ensure against ground movement in the vicinity of the casing portal. 2. Place in the approach trench of jacking pit and firmly bed on the required line and grade heavy guide timbers, structural steel, or concrete cradle of sufficient length to provide accurate control of jacking alignment. Provide adequate space to insert the casing lengths to be jacked. Anchor the timbers and structural steel sections to ensure action of the jacks in line with the axis of the casing. Place a timber or structural steel bearing block between the jacks and the end of the casing to provide uniform bearing upon the casing end evenly distribute the jacking pressure. C. Control of Alignment and Grade — Control the application of jacking pressure and excavation of material ahead of the advancing casing to prevent it from becoming friction bound or deviating from required line and grade, as detailed in the plans. Do not encroach upon the minimum annular space detailed. Restrict the excavation of material to the least clearance necessary to prevent binding in order to avoid settlement or possible damage to overlying structures or utilities. D. Grouting Immediately after completion of the jacking or boring operation, lean grout shall be injected through the grout connections of casings 30-inches and larger in a manner that will completely fill all voids outside the casing pipe resulting from the jacking or boring operation. The lean grout shall consist of one part Portland cement, four parts sand, and sufficient water to produce a workable mixture. Grout pressure is to be controlled so as to avoid deformation of the casing and/or avoid movement of the surrounding ground. Sand for grout to be placed outside the casing shall be of such fineness that 100% will pass a No. 8 sieve and not less than 35% will pass a No. 50 sieve. After completion of grouting, the grout connections shall be closed with cast-iron threaded plugs. E. Installation of Carrier Pipe CSJC-PWD AUG 2006 45 1. The carrier pipe shall be pushed into the casing pipe using stainless steel casing spacers, which shall be sized to restrain the pipe from moving within the casing. If the casing has deviated from the design line and grade; specifically fabricated casing spacers may be used to correct the problem. 2. The casing pipe spacers shall be place so as to support all of the carrier pipes within two feet or less of the end of the casing pipe. Unless noted otherwise in the plans, casing pipe spacers shall be placed at a minimum of one at the bell end and one at the center of each length of pipe. If alternate pipe material is used the spacing shall be as detailed in the plans. 3. Before sealing the carrier pipe ends, the carrier pipe shall pass an initial pressure test per Section 15042. F. Sealing Ends of the Casino The ends of the casing pipe shall be sealed with a rubber shroud, held in place with stainless steel straps, as shown on Standard detail W-10. The diameters and lengths of the end seals shall be sized to fit each casing pipe and carrier pipe to assure a positive barrier to backfill debris and seepage. • G. Installing Sacrificial Anodes for Cathodic Protection 1. One sacrificial anode shall be buried at each end of the casing as shown in Standard Detail W-10. 2. Lead wire shall be cad welded to the casing in accordance with Erico Engineering Specification No. A160-A05. 3. Cover each weld with Royston "Handy Cap." 4. Each anode shall be saturated with 20 gallons of water, prior to backfill of the trench. H. Closing the Jacking Pit After jacking equipment and muck from the tunnel have been removed from the approach trench of jacking pit, prepare the bottom of the jacking pit as a pipe foundation. Remove all loose and disturbed material below pipe grade to undisturbed earth and recompact the material in accordance with Section 02223. END OF SECTION • CSJC-PWD AUG 2006 46 STANDARD SPECIFICATIONS SECTION 03300 CONCRETE PART 1 - GENERAL A. Description This section describes concrete materials, mixing, placement, form work, reinforcement and curing. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Structure Excavation: 02200 — PART 2 - MATERIALS A. Concrete 1. All Portland cement concrete shall conform to the provisions of Section 90 of the "State Specifications" except as herein modified. 2. Portland cement concrete shall be composed of Portland cement, fine aggregate, coarse aggregate, and water proportioned and mixed to produce a smooth dense workable mixture. It can be of the ready-mix variety as produced by any reliable ready-mix concrete firm. 3. Portland cement, including Portland cement used in precast products, shall be Type II conforming to ASTM C 150. 4. Concrete mix design shall conform with ASTM C 94. Use classes of concrete as described in the following table. CSJC-PWD AUG 2006 47 03300 • Minimum28-Day Compressive Cement Content Class Type of Work Strength (in osi) A Concrete for all 3,000 reinforced structures, piers, vaults B Concrete for anchors, 2,000 thrust blocks, encase- ments, slope protection cutoff walls, cradles and miscellaneous unreinforced concrete B. Reinforcing Steel 1. Reinforcement shall conform to ASTM A 615, Grade 40. 2. Fabricate reinforcing steel in accordance with the current edition of the Manual of Standard Practice, published by the Concrete Reinforcing Steel • Institute. Bend reinforcing steel cold. 3. Deliver reinforcing steel to the site bundled and tagged with identifying tags. C. Welded Wire Fabric Welded wire fabric shall conform to ASTM 185. D. Tie Wire Tie wire shall be 16-gage minimum, black, soft annealed. E. Bar Supports Bar supports in beams and slabs exposed to view after form stripping shall be galvanized or plastic coated. Use concrete supports for reinforcing in concrete placed on grade. F. Forms 1. Forms shall be accurately constructed of clean lumber and shall be of sufficient strength and rigidity to hold the concrete and to withstand the necessary pressure and tamping without deflection from the prescribed lines. • CSJC-PWD AUG 2006 48 03300 2. The surface of forms against which concrete is placed shall be smooth and free from irregularities, dents, sags, or holes. The surface shall leave uniform form marks conforming to the general lines of the structure. PART 3 - EXECUTION A. Excavation Excavation for structures shall be in accordance with Section 02200. B. Form Work 1. The contractor shall notify the PWD Representative a minimum of one working day before the placement of concrete to enable the PWD Representative to check the form lines, grades, and other required items for approval before placement of concrete. 2. Unless otherwise indicated on the plans, all exposed sharp edges shall be chamfered with at least 3/4- by 3/4-inch triangular fillets. 3. Before placing concrete; the form surface shall be clean and coated with — form oil of high penetrating qualities. C. Reinforcement 1. Place reinforcing steel in accordance with the current edition of Recommended Practice for Placing Reinforcing Bars, published by the Concrete Reinforcing Steel Institute. 2. All reinforcing steel shall be of the required sizes and shapes and placed where shown on the drawings or prescribed by the PWD Representative. 3. Do not straighten or rebend reinforcing steel in a manner that will injure the material. Do not use bars with bends not shown on the drawings. 4. All bars shall be free from rust, scale, oil, or any other coating which would reduce or destroy the bond between concrete and steel. 5. Position reinforcement steel in accordance with the drawings and secure by using annealed wire ties or clips at intersections and support by concrete or metal supports, spacers, or metal hangers. Do not place metal clips or supports in contact with the forms. Bend tie wires away from the forms in order to provide the specified concrete coverage. Bars additional to those shown on the drawings, which may be found necessary or desirable by the Contractor for _ CSJC-PWD AUG 2006 49 03300 • the purpose of securing reinforcement in position, shall be provided and paid for by the Contractor. 6. Place reinforcement a minimum of 2 inches clear of any metal pipe or fittings. 7. The reinforcement shall be so secured in position that it will not be displaced during the placement of concrete. 8. All reinforcing steel and wire mesh shall be completely encased in concrete. 9. Secure reinforcing dowels in place prior to placing concrete. Do not press dowels into the concrete after the concrete has been placed. 10.Minimum lap for all reinforcement shall be 20 bar diameters. 11.Place additional reinforcement around the pipe or opening as indicated in the drawings. 12.Wire mesh reinforcement is to be rolled flat before being placed in the form. Support and tie wire mesh to prevent movement during concrete placement. 13.Extend welded wire fabric to within 2 inches of the edges of the slab. Lap • splices at least 1-1/2 courses of the fabric and a minimum of 6 inches. Tie laps and splices securely at ends and at least every 24 inches with 16-gage black annealed steel wire. Pull the fabric into position as the concrete is placed by means of hooks, and work concrete under the steel to ensure that it is at the proper distance above the bottom of the slab. D. Embedded Items All embedded bolts, dowels, anchors, and other embedded items shall be held correctly in place in the forms before concrete is placed. E. Mixing and Placing Concrete 1. Concrete, either commercial of on-site ready mix or batch mixed, shall be placed in the forms before taking its initial set. 2. No concrete shall be placed in water except with permission of the PWD Representative. 3. As the concrete is placed in the forms, or in excavations to be filled with concrete, it shall be thoroughly settled and compacted throughout the entire layer by internal vibration and tamping bars. • CSJC-PWD AUG 2006 50 03300 4. All concrete surfaces upon which or against which the concrete is to be placed, and to which new concrete is to adhere, shall be roughened, thoroughly cleaned, wet, and grouted before the concrete is deposited. F. Concrete Finishing 1. Immediately upon the removal of forms, all voids shall be neatly filled with cement mortar. 2. The surfaces of concrete to be permanently exposed to view must be smooth, free from projections, and thoroughly filled with mortar. 3. Exposed surfaces of concrete not finished against forms, such as horizontal or sloping surfaces, shall be screened to a uniform surface and worked with suitable tools to a smooth mortar finish. G. Protection and Curing of Concrete The contractor shall protect all concrete against damage. Exposed surfaces of new concrete shall be protected from the direct rays of the sun and from frost by being kept damp for at least two weeks after the concrete has been placed, or by using the "Hunt White Coverage" process or approved equal. H. Backfill Backfill around structures shall be in accordance with Section 02200. END OF SECTION CSJC-PWD AUG 2006 51 03300 BLANK PAGE • • CSJC-PWD AUG 2006 52 03300 STANDARD SPECIFICATIONS SECTION 03462 PRECAST CONCRETE VAULTS, AND METER BOXES PART 1 - GENERAL A. Description This section includes the materials, manufacture, and installation of precast concrete vaults. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1) Structure Earthwork: 02200 2)Concrete: 03300 C. Approved Manufacturers 1. Precast Vaults Brooks Products, Inc. Best Concrete Products Associated Concrete Products 2. Meter Boxes Eisel Enterprises, Inc. Brooks Products, Inc. 3. Joint Sealing Compound Quikseal manufactured by Associated Concrete Products 4. Waterproofing Grace Dehydratine 4 D. Frames and Covers All precast sections shall be provided with fabricated aluminum or steel frames and covers as specified or shown on the drawings and shall be built up so that the CSJC-PWD AUG 2006 53 03462 • cover is flush with the surrounding surface unless otherwise specified on the drawings or by the PWD Representative in the field. E. Meter Boxes 1. Precast concrete meter boxes shall be fumished and installed by the contractor unless noted otherwise. 2. Sizes shall be as specified on the standard drawings for the various sizes and types of services. 3. Any meter boxes to be requested for review as an equal must have identical lid and inside box dimensions. PART 2 - MATERIALS A. Precast Concrete Vault 1. Precast concrete vaults and covers shall be manufactured in a plant especially designed for that purpose and shall conform to the shapes and dimensions indicated on the plans. • 2. Design loads shall consist of dead load, live load, impact, and in addition, loads due to water table and any other loads that may be imposed upon the structure. Live loads shall be for HS 20 per AASHTO standard specifications for highway bridges. Design wheel load shall be 16 kips. The live load shall be that which produces the maximum shears and bending moments in the structure. 3. The manufacture shall certify that the precast vault is fabricated to withstand the soil and loading conditions. B. Meter Box Covers 1. All meter box covers shall be furnished with rectangular reading lids. 2. Concrete meter box covers shall be installed only in non-traffic locations. 3. Meter box covers within roadways or driveways shall be steel diamond plate designed to withstand highway loading. C. Vault Frames and Covers 1. Vault frames and covers shall be fabricated stainless steel or aluminum. 2. Covers shall be fabricated with supports to resist deflection. • CSJC-PWD AUG 2006 54 03462 3. All covers shall be hinged. Covers shall have hydraulic assists. 4. All covers shall be equipped with a hold-open mechanism. 5. All covers shall be equipped with a flush locking devices. 7. All vaults located within roadways or driveways shall have traffic covers. Vaults in all other locations shall have parkway covers unless specified otherwise by the PWD Representative. 8. A 6" by 12" hinged reading lid shall be positioned over a meter in a vault. D. Joint Sealing Compound The joint sealing compound shall be a permanently flexible plastic material complying in every detail to Federal Specification SS S-00210 (GSA-FSS) dated July 26, 1965. "Quickseal", or equal. E. Waterproofing Waterproofing shall be formulated to comply with Federal Specification SS-A-701. PART 3- EXECUTION A. Earthwork 1. Excavation and backfill for precast concrete vaults shall be in accordance with Section 02200 and the requirements herein. 2. The Contractor shall prepare an excavation large enough to accommodate the structure and permit grouting of openings and backfilling operations. 3. The bottom of the structure shall be placed on 12 inches of compacted, crushed rock sub-base, graded level and to the proper elevation as shown on the plans. B. Installation 1. Openings or "knockouts" in precast concrete vaults shall be located as shown on the drawings and shall be sized sufficiently to permit passage of the largest dimension of pipe and/or coupling flange. Upon completion of installation, all voids or openings in the vault walls around pipes shall be filled with 3,000-psi concrete or mortar, using an approved epoxy for bonding concrete surfaces. 2. After the structure and all appurtenances are in place and approved, backfill shall be placed to the original ground line or to the limits designated on the plans. CSJC-PWD AUG 2006 55 03462 • 3. All joints between precast concrete vault sections shall be made watertight. The sealing compound shall be installed according to the manufacturers recommendations to provide a watertight joint that remains impermeable throughout the design life of the structure. 4. Frames and covers shall be built up so that the cover is flush with the surrounding surface unless otherwise specified on the drawings or by the PWD Representative in the field. The contractor is responsible for placing the cover at the proper elevation where paving is to be installed and shall make all necessary adjustments so that the cover meets these requirements. 5. Waterproofing shall be applied to the exterior walls of all buried vaults in accordance with the manufacturer's instructions. Protection shall be placed over the waterproofing to prevent damage. C. Meter Boxes 1. Boxes shall be set true to line and to the grade of the top of the curb, sidewalk, or surrounding graded area. 2. Meter boxes are not to be set until the developer has completed fine • grading for landscape grading. 3. Retaining walls may be required around meter boxes installed on slopes as determined by the PWD Representative. END OF SECTION • CSJC-PWD AUG 2006 56 03462 STANDARD SPECIFICATIONS SECTION 09900 PAINTING AND COATING PART 1 - GENERAL A. Description This section includes the materials and application of painting and coating systems for buried and exposed surfaces. All articles to be painted or coated will be painted or coated in the place of manufacture, unless field painting and coating is absolutely necessary. The PWD Representative will make the determination. In the event that the paint or coating is damaged in the field, it will be touched up in the same manner as the original paint or coating applied in the place of manufacture. B. Related Work Described Elsewhere All related work, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). — Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Ductile-Iron Pipe and Fittings: 15056 2. Manual Valves: 15100 3. Fire Hydrants: 15139 4. Domestic and Recycled water Facilities Identification: 15151 C. Approved Manufacturers and Materials 1. Inorganic Zinc Primer Carboline 621 Tnemec—Zinc 90-97 Devoe Catha-Coat 302H 2. Alkvd Enamel Carboline Subsil 30 HS Tnemec Hi-Build Tnemec-Gloss 2H Ameron Amercoat 5401 HSA Devoe Devguard 4308 CSJC-PWD AUG 2006 57 09900 • 3. Epoxy Paint Carboline Glamorglaze 202 Tnemec Hi-Build 66 Epoxoline Devoe Bar— Rust 233H Ameron Amercoat 351 4. Bituminous Mastic Minnesota Mining and Manufacturing EC 244 Carboline Kop-Coat Bitumastic 300M 5. Polyurethanes Carboline 133HB Tnemec Hi-Build Epoxoline 69 Devoe Devthane 389 Ameron Amercoat 450HS D. Paint Schedule Aboveground or exposed facilities shall be color coded to differentiate recycled water facilities from domestic water facilities. 1. Domestic water System • a. Piping and Structures: Safety Blue Carboline S150 Tnemec SCO6 Devoe 9800 Ameron BL-6 b. Valve Box Lids and PWD Fire Hydrants: OSHA Safety Yellow Carboline 6666 Tnemec SC01 Devoe 9400 Ameron YE-3 C. Private Fire System: Safety Red Carboline 5555 Tnemec SC09 Devoe 9000 Ameron RD-2 2. Recycled Irrigation Water Facilities: Safety Purple Devoe 9600 Tnemec SC08 • CSJC-PWD AUG 2006 58 09900 E. Permits All work shall conform to the specifications and requirements of the State of California Department of Transportation, the Orange County PFRD, the city having jurisdiction, or and other agencies involved. The contractor shall keep a copy of all the required permits in the job site and comply with all the terms and conditions of said permits. PART 2 - MATERIALS A. Primer 1. All primer shall contain not less that 63% solids by volume. B. Alkyd Enamel 1. All enamels shall be silicone-alkyd based. 2. All enamels shall be lead-free. 3. All enamels shall be high gloss industrial type intended for use on exterior metal surfaces. — 4. All enamels shall contain not less than 60% solids. C. Bituminous Mastic 1. Bituminous mastic shall be coal-tar pitch based. 2. Bituminous mastic shall have a minimum of 70% solids by volume. D. Epoxy Paint 1. Epoxy shall be a colored polyamide cured epoxy with not less than 70% solids by volume. 2. All coatings and pigments to be used in the water passages of domestic water service components and appurtenances shall have National Sanitation foundation (NSF) or Underwriters Laboratory (UL) approval for use with domestic water. NSF and / or UL approved coatings acceptable for use in contact with domestic water are: a. Devoe Bar-Rust 233H b. Tnemec Pota-Pox Series 20 c. Carboline Super Hi-Guard 891 CSJC-PWD AUG 2006 59 09900 PART 3 - EXECUTION A. Surface Preoaration 1. Do not sandblast or prepare more surface area than can be coated in one day. Remove all sharp edges, burrs, and weld spatter. Do not sandblast epoxy-coated pipe that has already been factory coated. 2. Surface preparation shall conform to the SSPC specifications as described below: Solvent Cleaning SP-1 Hand Tool Cleaning SP-2 Power Tool Cleaning SP-3 White Metal Blast Cleaning SP-5 Commercial Blast Cleaning SP-6 Brush-Off Blast Cleaning SP-7 Near-White Blast Cleaning SP-10 3. Wherever the words "solvent cleaning," "hand tool cleaning," "wire brushing," or "blast cleaning" or similar words are used in these • specifications or in paint manufacturer's specifications, they shall be understood to refer to the applicable SSPC (Steel Structure Painting Council, Surface Preparation Specifications, ANSI A159.1) specifications listed above. B. Painting Systems 1. All materials of a specified painting system, including primer, intermediate, and finish coats, shall be produced by the same manufacturer. Thinners, cleaners, driers, and other additives shall be as recommended by the paint manufacturer for the particular coating system. 2. Deliver all paints to the job site in the original, unopened containers. C. Surfaces Not To Be Coated The following surfaces shall not be painted and shall be protected during the painting of adjacent areas: 1. Mortar-coated pipe and fittings. 2. Stainless steel. 3. Metal letters. 4. Nameplates. • 5. Grease fittings. CSJC-PWD AUG 2006 60 09900 6. Brass and copper, submerged. 7. Buried pipe, unless specifically required in the piping specifications. 8. Bronze meters and strainers. D. Protection of Surfaces Not To Be Painted Remove, mask, or otherwise protect hardware, lighting fixtures, switch plates, aluminum surfaces, machined surfaces, couplings, shafts, bearings, nameplates on machinery, and other surfaces not intended to be painted. Provide drop cloths to prevent paint materials from falling on or marring adjacent surfaces. Protect working parts of mechanical and electrical equipment from damage during surface preparation and painting process. Mask openings in motors to prevent paint and other materials from entering the motors. E. Field Touch Up of Manufacturer-Applied Prime Coats Surfaces that are primed at the place of manufacture shall receive a field touch-up of inorganic zinc primer to cover all scratches or abraded areas. F. Alkyd Enamel 1. The following items shall be painted using an alkyd enamel system: — a. All aboveground or exposed piping and all piping in vaults. b. Fire hydrants. C. Valve box lids. d. Air release valves. e. Meter box reading lids for all recycled water services. f. Steel meter vault covers for all services 3 inches and larger. g. All exposed metalwork as directed by the PWD Representative. 2. Surface Preparation: a. All rust, mill scale, or weld splatter shall be removed by sandblasting or power tool cleaning. b. All unpainted surfaces shall be solvent cleaned in accordance with SP-1. C. All abraded or scratched enamel coatings shall be sanded smooth or receive power tool cleaning per SP-3. d. All failures in the existing coating shall be sandblasted in accordance with SP-6. e. All existing surfaces to be repainted shall be Solvent cleaned in accordance with SPA. CSJC-PWD AUG 2006 61 09900 • 3. All unpainted or damaged surfaces shall be coated with primer to a dry-film thickness of not less than 2 mils. 4. The finish coats shall be two or more coats of alkyd enamel applied to a dry-film thickness of 3 mils each, providing a total painted dry film thickness of not less than 5 mils. G. Bituminous Mastic 1. Buried metal (flanges, Teflon coated nuts and bolts, flexible couplings, exposed reinforcing steel, etc.) shall be coated with a minimum of 20 mils of bituminous mastic. 2. All surfaces coated with bituminous mastic shall be covered with 8 mil polyethylene wrap per Section 15056. H. Epoxy Coating All items requiring epoxy coating to be coated with factory applied fusion bonded 100% pure powder epoxy. However, where, in the Engineer's opinion, because of the nature of the item being coated it would be impossible to use the fusion bonded powder method without causing damage to the item, the use of a liquid epoxy, factory applied by the • manufactured of the item being coated, will be permitted. The use of liquid epoxy other than those specified herein, including the equipment manufacturers proprietary coating systems, must be reviewed and approved by the Engineer prior to use. 1. Only those metal surfaces specifically called out shall be epoxy coated. 2. Epoxy lining and coating of valves shall be per AWWA C550 and Section 15100 Manual Valves. 3. Surfaces to be epoxy coated shall be sandblasted to SP-10 requirements. 4. Sandblasted surfaces shall be coated with inorganic zinc primer to a dry film thickness of not less than 3 mils. 5. Apply two coats of epoxy paint (4 mils each) to the primed surface. The manufacturer's recommended drying time between coats shall be followed. 6. Prepare multiple-component coatings using all of the contents of the container for each component as packaged by the paint manufacturer. Do not use partial batches. Do not use multiple-component coatings that have been mixed beyond their pot life. Provide small quantity kits for touch up painting and for painting other small areas. Mix only the components specified and furnished by the paint manufacturer. Do not intermix • CSJC-PWD AUG 2006 62 09900 additional components for reasons of color or otherwise, even within the same generic type of coating. I. Dry-Film Thickness Testing 1. Measure coating thickness specified for metal surfaces with a magnetic-type dry-film thickness gage. Test the finish coat (except zinc primer and galvanizing) for holidays and discontinuities with an electrical holiday detector, low-voltage, wet-sponge type. The Contractor shall provide measuring equipment. Provide detector as manufactured by Tinker and Rasor or K-D Bird Dog. Provide dry-film thickness gage as manufactured by Mikrotest or Elcometer. Check each coat for the correct dry-film thickness. Do not measure within eight hours after application of the coating. 2. If the item has an improper finish color or insufficient film thickness, the surface shall be cleaned and top coated with the specified paint material to obtain the specified color and coverage. Visible areas of chipped, peeled, or abraded paint shall then be primed and finish coated in accordance with the specifications. Work shall be free of runs, bridges, shiners, laps, or other imperfections. 3. The epoxy lining of all valves will be inspected and tested by a PWD representative prior to valve installation. The contractor shall notify the PWD seven days prior to valve installation to arrange for inspection. END OF SECTION CSJC-PWD AUG 2006 63 09900 BLANK PAGE • • CSJC-PWD AUG 2006 64 09900 STANDARD SPECIFICATIONS SECTION 15041 CHLORINATION OF DOMESTIC WATER MAINS AND SERVICES FOR DISINFECTION PART 1 - GENERAL A. Description This section describes requirements for disinfection of domestic water mains, services, appurtenances and connections by chlorination and all requirements for bacterial testing of the facilities, and obtaining subsequent clearances for operations issued by the PWD and all state and local health agencies having jurisdiction. B. Related Work Specified Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. Hydrostatic testing of Pressure Pipelines: 15042 C. Referenced Standard All domestic water mains, water services, attached appurtenances, and connections, if any, shall be disinfected in accordance with AWWA C651 and as specified herein. D. ADDlication Before being placed in service, all facilities shall be chlorinated. Either direct chlorine gas feed or calcium hypochlorite tablets may apply chlorine. E. Retesting Retesting of the system may be required if 90 days have passed between the date of testing and acceptance by the PWD. CSJC-PWD AUG 2006 65 15041 • PART 2 - MATERIALS A. Chlorine Gas. Chlorine gas shall be supplied and converted from its liquid form to a gas as detailed in AWWA C651 Sections 2.1 and 5.2 PART 3 - EXECUTION A. Procedure 1. All required corporation stops and other plumbing materials necessary for chlorination or flushing of the main shall be installed by and at the expense of the contractor. 2. Every service connection served by a main being disinfected shall be tightly shutoff at the curb stop before water is turned into the main. Care shall be taken to expel all air from the main and services during the filling operation. 3. Water shall be fed slowly into the pipeline with chlorine applied in amounts to produce a dosage of not less than 50 ppm nor more than 100 ppm in all • sections of the pipeline and appurtenances. 4. Treated water shall be retained in the system for a minimum of 24 hours and shall maintain a chlorine residual with a drop in residual level of not more than 25 ppm less than the beginning level at the end of the retention period in all sections being disinfected. B. Concurrent Testing Disinfecting the mains and appurtenances, hydrostatic testing, and preliminary retention may run concurrently for the required 24-hour period, but in the event there is leakage and repairs are necessary, additional disinfection shall be made by injection of chlorine solution into the line as provided hereinafter. C. Additional Disinfection If the tests are not satisfactory the contractor shall provide additional disinfection as required. If the requirement for additional disinfection is due to any omission, negligence, or non-conformance with these specifications on the part of the contractor, or because of premature wetting of the hypochlorite or repairs made to the pipeline after its initial filling with water for disinfection, the contractor shall provide and pay for such additional chlorination. • CSJC-PWD AUG 2006 66 15041 D. Flushina After chlorination, the water shall be flushed from the line, in accordance with AWWA C651, at its extremities until the replacement water tests are equal chemically and bacteriologically to those of the permanent source of supply. The chlorinated water may be used later for testing other lines, or if not so used, shall be disposed of by the contractor, as designated in AWWA C651, Section 6.2. The PWD will not be responsible for loss or damage resulting from such disposal. E. Cutting Into Existing Mains Following the opening of an existing domestic water main, the interior of all accessible pipes and fittings shall be swabbed with a hypochlorite solution. The drained portion of the existing line and any new section shall be flushed from two directions toward the cut-in, if possible. END OF SECTION CSJC-PWD AUG 2006 67 15041 BLANK PAGE • • CSJGPWD AUG 2006 68 15041 STANDARD SPECIFICATIONS SECTION 15042 HYDROSTATIC TESTING OF PRESSURE PIPELINES PART 1 - GENERAL A. Description This section describes the requirements and procedures for pressure and leakage testing of pressure distribution mains. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. Chlorination of Water Mains and Services for Disinfection: 15041 C. Connection to Existing Mains The test shall be made before connecting the new line with the existing PWD pipes and mains, excepting hot taps. In the event that the new pipe is connected to existing pipe, a pressure test plate shall be used to separate the systems during the pressure test. D. Tester A PWD-approved testing company, who will be required to provide the PWD Representative with certified testing results, shall perform all testing. Tester will have a gage and meter, calibrated annually. E. Requirements Prior to Testing 1. Before testing, the pipe trench shall be backfilled with a minimum of 2'/z feet of material, or center loaded to hold the pipe in place while testing. 2. All concrete anchor blocks shall be allowed to cure a sufficient time to develop a minimum strength of 2,000 psi before testing unless otherwise directed by the PWD Representative. CSJC-PWD AUG 2006 69 15042 • 3. Steel pipelines shall not be tested before the mortar lining and coating on the entire pipeline has attained an age of 14 days. Cement-mortar lined pipe shall not be filled with water until a minimum period of eight hours has elapsed after the last joint in any section has been made. 4. In place of a separation from existing water lines with a valve and thrust block assembly, an in line test plate may be used. F. Final Pavement All pipelines shall be satisfactorily pressure tested prior to the placement of final pavement. PART 2 - MATERIALS A. Water 1. The same water used for chlorination of the pipeline may be used to fill the line for pressure testing. 2. Make up water for testing shall be domestic water. • PART 3 - EXECUTION A. General 1. All labor, materials, tools, and equipment for testing shall be furnished by the contractor. 2. The pipeline shall be subjected to a field hydrostatic pressure of 50 psi in excess of the class rating of the pipe being tested for a period of four hours. 3. The water necessary to maintain test pressure shall be measured through a meter. The leakage shall be considered as the amount of water entering the pipe during the test, less the measured leakage through valves and fittings. Leakage shall not exceed the rate specified. Any noticeable leaks shall be stopped, and any defective pipe shall be replaced with new sections. 4. The test shall further be conducted with valves open, and the open ends of pipes, valves, and fittings suitably closed. Valves shall be operated during the test period. • CSJC-PWD AUG 2006 70 15042 5. In hilly areas, it may be necessary to conduct the test in segments so that no pipe section is tested at less than the pipe pressure class plus 50 psi, nor more than 1'/2 times the pipe pressure class. B. Field Test Procedure 1. The pipeline should be filled at a rate such that the average velocity of flow is less than 1 fps. At no time shall the maximum velocity of flow exceed 2 fps. The following table has been provided to relate this velocity-filling rate to an equivalent volume flow rate. Filling Rate in gpm equivalent to filling velocities of 1 fps, for pipes flowing full: Nominal Size (inches) Flow Rate Q (gom) 4 39 6 88 8 157 12 352 2. All air should be purged from the pipeline before checking for leaks or — performing pressure or acceptance tests on the system. To accomplish this, if air valves or hydrants or other outlets are not available, taps shall be made at the high points to expel the air, and these taps shall be tightly plugged afterwards. 3. After the pipeline has been filled and allowed to sit a minimum of 24 hours (48 hours for mortar-lined pipelines), the pressure in the pipeline shall then be pumped up to the specified test pressure. If a large quantity of water is required to increase the pressure during testing, entrapped air, leakage at joints, or a broken pipe can be suspected. TESTS SHOULD BE DISCONTINUED until the source of trouble is identified and corrected. 4. When the test pressure has been reached, the pumping shall be discontinued until the pressure in the line has dropped 30 psi, at which time the pressure shall again be pumped up to the specified test pressure. This procedure shall be repeated until four hours have elapsed from the time the specified test pressure was first applied. At the end of the four-hour period, the pressure shall be pumped up to the test pressure for the last time. 5. The leakage shall be considered as the total amount of water pumped into the pipeline during the four-hour period, including the amount required in reaching the test pressure for the final time. Leakage shall not exceed the rates in the tables below. If the size, pipe material, or pressure fall outside — CSJC-PWD AUG 2006 71 15042 • of the table listed below, the PWD Engineer will determine the leakage amount. ACP LEAKAGE ALLOWANCE Nominal Pipe Test pressure Allowable leakage, gallons per 4- size in (inches) hour period per 1,000 feet of pipe. Class 150 (psi) Class 250 (psi) Class 150 (psi) Class 250 (psi) 4 200 250 3.0 4.0 6 200 250 4.5 5.5 8 200 250 16.0 7.5 12 1200 250 19.0 11.0 _ Steel Pie LEAKAGE ALLOWANCE Nominal Pipe Test pressure Allowable leakage, gallons per 4- size in (inches) hour period per 1,000 feet of pipe. Class 150 (psi) Class 250 (psi) Class 150 (psi) Class 250 (psi) 4 200 250 1.7 1.9 6 200 250 2.6 2.8 8 200 250 3.4 3.8 12 200 250 5.1 5.7 • 16 200 250 6.8 7.6 20 200 250 8.5 9.5 24 200 250 1 10.2 11.4 PVC LEAKAGE ALLOWANCE Nominal Pipe Test pressure Allowable leakage, gallons per 4- size in (inches) hour period per 1,000 feet of pipe. Class 150 (psi) Class 250 (psi) Class 150 (psi) Class 250 (psi) 4 200 250 1.7 1.9 6 200 250 2.6 2.8 8 200 250 3.4 3.8 12 200 250 5.1 5.7 16 235 300 6.8 7.6 20 235 300 8.5 9.5 24 235 300 10.2 11.4 6. Any noticeable leak shall be stopped and all defective pipes, fittings, valves, and other accessories discovered in consequence of the test shall be removed and replaced by the contractor with sound material, and the test shall be repeated until the total leakage during a test of four hours duration does not exceed the rate specified above. END OF SECTION • CSJC-PWD AUG 2006 72 15042 STANDARD SPECIFICATIONS SECTION 15052 EXPOSED PIPING INSTALLATION PART 1 - GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specified and required to install and test all exposed piping, fittings, and specials. The Work includes, but is not limited to, the following: a. All types and sizes of exposed piping, except those specified under other Sections. b. Piping embedded in concrete within a structure or foundation will be considered as exposed and included herein. c. Supports, restraints, thrust blocks and other anchors. d. Work on or affecting existing piping. e. Testing. f. Cleaning and disinfecting. — g. Installation of all jointing and gasketing materials, dielectric appurtenances, specials, flexible couplings, mechanical couplings, harnessed and flanged adapters, sleeves, tie rods, and all other Work required to complete the exposed piping installation. h. Incorporation of valves, meters and special items shown or specified into the piping systems as required and as specified in the appropriate Division 15 Sections. i. Unless otherwise specifically shown, specified, or included under other Sections, all exposed piping Work required, beginning at the outside face of structures or structure foundation and extending into the structure. B. Coordination: 1. Review installation procedures under other Sections and coordinate with the Work that is related to this Section. 2. Comply with all regulations, standard details and approved materials lists issued by the City of Capistrano and the Fire Marshal. 3. Review installation procedures under other Sections and coordinate the Work that must be installed prior to the installation of insulation pipe Work. 4. Manufacturers and suppliers of the equipment and materials specified herein shall be required to review and satisfy all relevant CSJC-PWD AUG 2006 73 15052 • requirements of other sections of the Contract Documents and the requirements of the Contract Drawings. The CONTRACTOR, manufacturer, supplier, fabricator and/or subcontractors fumishing and/or installing equipment, materials, services and specialties associated with this Section shall fully coordinate their efforts to avoid potential claims that are based on failure to review relevant Contract Documents, including the Contract Drawings. 5. The CONTRACTOR shall furnish and install all equipment, labor, materials, appurtenances, specialty items and services not provided by the CONTRACTOR'S manufacturers, suppliers, fabricators and/or subcontractors but required for complete and operable systems. C. Related Sections Specified Elsewhere: 1. Section 03300, Cast-In-Place Concrete. 2. Section 09900, Painting. 3. Division 15, Sections on Piping, Valves and Appurtenances. 1.2 QUALITY ASSURANCE A. Requirements of Regulatory Agencies: 1. Comply with applicable requirements of NFPA Standard No. 14 for A Standpipe and Hose Systems used for fire protection. • 2. Comply with requirements of UL, FM and other jurisdictional authorities, where applicable. B. Reference Standards: Comply with applicable provisions and recommendations of the following, except as otherwise shown or specified. 1. ANSI B13.1, Code for Pressure Piping. 2. ANSI B16.3, Malleable-Iron Threaded Fittings, Classes 150 and 300. 3. ANSI B16.4, Cast Iron Threaded Fittings, Classes 125 and 250. 4. ANSI B16.5, Pipe Flanges and Flanged Fittings, Steel Nickel Alloy and Other Special Alloys. 5. ANSI B16.9, Factory-Made Wrought Steel Butt Welding Fittings. 6. ANSI BI 6.11, Forged Steel Fittings, Socket-Welding and Threaded. 7. ANSI 831.1, Power Piping. 8. ANSI D1.1, Structural Welding Code. 9. AWWA C206, Field Welding of Steel Water Pipe Joints. 10. AWWA C606, Grooved and Shouldered Type Joints. 11. AWWA C651, Disinfecting Water Mains. 12. AWWA M11, Steel Water Pipe Design and Installation. 13. AWS D10.9, Standard for Qualification of Welding Procedures and Welders for Piping and Tubing. 14. ASME Boiler and Pressure Vessel Code. 15. NFPA 14, Standpipe and Hose Systems. • CSJC-PWD AUG 2006 74 15052 1.3 SUBMITTALS A. Shop Drawings: Submit per section 01300 for approval the following: 1. Detailed layout drawings and laying schedules for all piping 6 inches in diameter and greater, reflecting the CONTRACTOR'S construction schedule and installation methods. 2. Details of piping, valves, supports, accessories, specials, joints, harnessing, and connections to existing pipes and structures. 3. Welding procedures. 4. Signed and fully executed welder qualifications which are current within six months of the date of the Notice to Proceed. B. Tests: Submit description of proposed testing methods, procedures and apparatus. Submit copies of test report for each test. C. Certificates: Submit certificates of compliance with referenced standards. 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Deliver materials to the site to insure uninterrupted progress of the Work. B. Handle all pipe, fittings and accessories carefully with approved handling devices. Do not drop or roll pipe off trucks. Do not otherwise drop, roll or — skid piping. C. Store pipes and fittings on heavy wood blocking or platforms so they are not in contact with the ground. D. Unload pipe, fittings and specials opposite to or as close to the place where they are to be installed as is practical to avoid unnecessary handling. Keep pipe interiors completely free from dirt and foreign matter. E. Inspect delivered pipe for cracked, gouged, chipped, dented or other damaged material and immediately remove from site. F. Thermoplastic pipe shall be stored so as to prevent sagging or bending. G. Thermoplastic pipe, fittings and specials shall not be stored in direct sunlight. CSJC-PWD AUG 2006 75 15052 • PART 2 — PRODUCTS 2.1 MATERIALS A. General: 1. Marking Piping: a. Clearly mark each piece of pipe or fitting with a designation conforming to that shown on the Shop Drawings. b. Cast or paint material, type and pressure designation on each piece of pipe or fitting 4 inches in diameter and larger. c. Pipe and fittings smaller than 4 inches in diameter shall be clearly marked by manufacturer as to material, type and rating. B. Pipe Identification Markers and Arrows: Refer to Section 09900, Painting. PART 3 - EXECUTION 3.1 INSTALLATION A. General: 1. Install piping as shown, specified and as recommended by the • manufacturer. 2. If there is a conflict between manufacturer's recommendations and the Drawings or Specifications request instructions from PWD before proceeding. B. Piping Installation: 1. Install straight runs true to line and elevation. 2. Install vertical pipe truly plumb in all directions. 3. Install small diameter piping generally as shown when specific locations and elevations are not indicated. Locate such piping as required to avoid ducts, equipment, beams, and other obstructions. 4. Protect and keep clean water pipe interiors, fittings and valves. 5. Provide temporary caps or plugs over all pipe openings at the end of each days work, and when otherwise required or directed by PWD. 6. Cutting: Cut pipe from measurements taken at site, not from Drawings. 7. Install dielectric unions wherever dissimilar metals are connected except for bronze or brass valves in ferrous piping. 8. Additional Requirements for Thermoplastic Piping: a. Support all valves independently of the piping system. b. Utilize wide band supports as recommended by manufacturer and approved by PWD to minimize localized stresses. c. Provide piping passing through walls with a sleeve of wearing • material to prevent abrasion damage to piping. CSJC-PWD AUG 2006 76 15052 d. When anchors are required at locations other than equipment or tanks they shall be placed at elbows, valve locations and at bends in pipe line. e. Spacing of supports shall be in accordance with the manufacturer's published recommendations at the maximum design operating temperature of the pipe. f. Use "U" clamps with wide band circumferential contact. Avoid all pressure contact with piping. C. Joints: 1. General: a. Make joints in accordance with the pipe manufacturer's recommendations and the requirements below. b. Cut piping accurately and squarely and install without forcing or springing. c. Ream out all pipes and tubing to full inside diameter after cutting. Remove all sharp edges on end cuts. d. Remove all cuttings and foreign matter from the inside of pipe and tubing before installation. Thoroughly clean all pipe, fittings, valves, specials, and accessories before installing. 2. Not Used. 3. Flanged Joints: a. Assemble flanged joints using 1/8-inch ring-type gaskets for raised face flanges. Use full face or ring-type gaskets for flat face flanges. Gaskets shall be suitable for the service intended in accordance with the manufacturer's ratings and instructions. Gaskets shall be properly centered. b. Bolts shall be tightened in a sequence which will insure equal distribution of bolt loads. c. The length of bolts shall be uniform, and they shall not project beyond the nut more than 1/4-inch or fall short of the nut when fully taken up. The ends of bolts shall be machine cut so as to be neatly rounded. No washers shall be used except as required on PVC pipe. d. Bolt threads and gasket faces for flanged joints shall be lubricated prior to assembly. e. Alternately tighten bolts 180 degrees apart to compress the gasket evenly. 4. Steel Pipe Joints: a. Joints in steel pipe shall be butt welded, lap welded slip joints, flanged, or threaded joints, except that flexible couplings, mechanical couplings, or flanged connections shall be provided where shown on the Drawings. b. Welding shall conform to the requirements of AWWA C206. Pipe 36-inches in diameter and larger shall be welded both inside and outside of the pipe. — CSJC-PWD AUG 2006 77 15052 • c. After welding, the joint and the surrounding damaged or uncoated area shall be coated with the same material and to the same thickness as the shop applied coating and lining. d. For threaded joints, use standard, right hand tapered full depth threads on steel piping and apply an approved joint compound to the male threads only, before installation. Remove all cuttings and foreign matter from the inside of the pipe. Thoroughly clean all pipe, fittings, valves, specials, and accessories before installing. 5. Not Used. 6. Copper Tubing Joints: a. Assemble copper tubing with soldered joints. Solder shall be 95-5 tin-antimony conforming to ASTM B32. b. Ream or file pipe to remove burrs. c. Clean and polish contact surfaces of joints. d. Apply flux to both male and female ends. e. Insert end of tube into full depth of fitting socket. f. Heat joint evenly. g. Form continuous solder bead around entire circumference of joint,joints shall be wiped. h. Runs shall contain unions at connections to equipment and at reasonable distances along the lengths of runs to permit convenient disassembly of piping and removal of equipment. • D. Installing Valves and Accessories: 1. Provide supports for large valves, flow meters and other heavy items as shown or required. 2. Install floor stands as shown and as recommended by the manufacturer. 3. Provide lateral restraints for extension bonnets and extension stems as shown and as recommended by the manufacturer. 4. Provide steel sleeves where operating stems pass through floor. Extend sleeves 2-inches above floor. 5. Position valve operators as shown. When the position is not shown, install the valve so that it can be conveniently operated and as approved by PWD. Avoid placing operators at angles to the floors or walls. E. Unions: 1. Install dielectric unions wherever dissimilar metals are connected except for bronze or brass valves in ferrous piping. 2. Provide a union downstream of each valve with screwed connections. 3. Provide screwed unions or flanged connections at each piece of equipment, where shown, and where necessary to install or dismantle piping. • CSJC-PWD AUG 2006 78 15052 F. Eccentric Reducers: Use eccentric reducers where shown and where air pockets would otherwise occur in mains because of a reduction in pipe size. G. Transitions from One Type of Pipe to Another: 1. Provide all necessary adapters, dielectric gaskets, specials and connection pieces required when connecting different types and sizes of pipe or connecting pipe made by different manufacturers. 2. Transitions from buried piping to exposed piping shall be of the buried piping type. All such transitions shall be exposed. H. Taking Existing Pipelines Out of Service: 1. Notify PWD at least 48 hours prior to taking pipeline out of service. I. Work on Existing Pipelines: 1. Cut or tap pipes as shown or required with machines specifically designed for this work. 2. Install temporary plugs to keep out all dirt, water and debris. 3. Provide all necessary adapters, fittings, pipe and appurtenances required. 3.2 THRUST RESTRAINT A. Provide thrust restraint on all pressure piping systems. B. Thrust restraint may be accomplished by means of restrained pipe joints. Thrust restraints shall be designed for the axial thrust exerted by the test pressure. C. Restrained Pipe Joints: 1. Pipe joints shall be restrained by means suitable for the type of pipe being installed. a. Restrain ductile iron pipe connected by flexible couplings or flanged coupling adapters by harnessing across the coupling or adapter using tie rods or extended bolts connecting between flanges. b. Steel pipe shall have butt-welded joints, flanged joints, or flexible or mechanical coupling connectors. Provide tie rods connected to ears welded to the steel pipe for restraint at all flexible coupling connectors. 3.3 PAINTING A. Field painting is under Section 09900, Painting. CSJC-PWD AUG 2006 79 15052 • 3.4 TESTING OF PIPING A. General: Follow testing procedure detailed in section 15042. END OF SECTION • • CSJC-PWD AUG 2006 80 15052 • STANDARD SPECIFICATIONS SECTION 15055 STEEL PIPE AND FITTINGS PART 1 -GENERAL 1.01 SCOPE OF WORK A. Furnish all labor, material, tools, equipment and incidentals necessary to install all steel pipe and appurtenances, as specified herein and as shown on the Drawings. 1.02 RELATED WORK A. Not Used 1.03 STANDARD SPECIFICATIONS A. Except as otherwise indicated in this Section of the Specifications, the Contractor shall comply with the Standard Specifications. • 1.04 SPECIFICATIONS AND STANDARDS A. Except as otherwise indicated, the current editions of the following apply to the Work of this Section. ASTM A283 Low and Intermediate Tensile Strength Carbon Steel Plates, Shapes and Bars ASTM A570 Hot-rolled Carbon Steel Sheet and Trip, Structural Quality ASTM A572 High Strength Low Alloy Columbium-Vanadium Steels of Structural Quality AWWA C200Steel Water Pipe 6 Inches and Larger AWWA C205Cement-Mortar Protective Lining and Coating for Steel Water Pipe, 4-inch and larger- shop applied AWWA C206 Field Welding of Steel Water Pipe AWWA C207Steel Pipe Flanges for Waterworks Service - Sizes 4 inch through 144 inches • CSJC-PWD AUG 2006 82 15055 AWWA C208 Dimensions for Fabricated Steel Water Pipe Fittings AWWA MII Steel Pipe Guide for Design and Installation AWWA C606 Grooved and Shouldered Joints 1.06 SUBMITTALS A. Submit to the Developer, as provided in Section 01300, shop drawings with a tabulated layout schedule showing the location of each piece, by mark number, for the entire job, method of manufacture and installation of pipe, joint details, fittings, anchorage, and any appurtenances. B. Prior to shipment of pipe, submit certified test reports that the pipe for the Contract was manufactured and tested in accordance with the AWWA standards specified herein. C. Submit weld procedure specifications, procedure qualification records including all destructive and non-destructive test results and welding bead profiles as required along with individual welder qualification certificates. 1.07 QUALITY ASSURANCE A. The manufacturer is responsible for the performance of all inspection requirements as specified in AWWA C200. In addition, all pipe and fittings to be installed under this Contract may be inspected at the plant by Developer or other representatives for compliance with these Specifications or by an independent testing laboratory selected by the City. B. Inspection of the pipe and fittings will also be made by the Engineer or other representatives of the Engineer/City after delivery. The pipe shall be subject to rejection at any time on account of failure to meet any of the Specification requirements, even though sample pipes may have been accepted as satisfactory at the place of manufacture. Pipe rejected after delivery shall be marked for identification and shall be removed from the job at once. C. All pipe and fittings shall be hydrostatically tested at the plant to in accordance with AWWA C200. If the fittings are made from hydrostatically tested pipe then only dye testing of the welds is required. 1.08 DESIGN CONDITIONS A. Pipe and fittings shall be designed in accordance with AWWA C200 and C208. - CSJC-PWD AUG 2006 83 15055 • B. Pipe and fittings shall be designed to the design pressure as shown on the Contract Drawings. PART 2: PRODUCTS 2.01 MATERIAL A. Steel pipe shall be fabricated from steel sheets in accordance with AWWA C200, Section 3. The steel sheets shall conform to ASTM A570 Grade 36 plates conforming to ASTM A283 grade C or D. All welded seals, whether straight or spiral, shall be butt welded using an approved electric-fusion weld process. Design stress shall be limited to 50 percent of the yield or 16,500 psi whichever is less, but in no case shall the pipe wall be less than indicated on the drawings. Pipe minimum wall thickness shall be 0.25-inch. B. Stulling: 1. Pipe to be encased in concrete, including bends and steel-plate specials, shall be braced in an approved manner to prevent distortion, and in such manner that the diameter of the pipe shall • not vary more than one half of one percent from the specified diameter. These supports shall remain in place until their removal is authorized by the Engineer. 2. Prior to placement of pipe in the trench, each section of pipe shall be stulled with timber stulls, each consisting of a timber strut provided with end blocks shaped to fit the interior surface of the spun mortar lined pipe or of the unlined steel pipe for field lining, as the case may be. 3. The bracing shall consist of at least three (3) sets of stulls for each standard length of pipe. Stull struts and stulls blocks shall be of such size, shape and material that the pipe is held round and its interior surface protected from damage under all loads encountered in handling, installing and backfilling. Bracing shall remain in place until after the pipe is laid in the trench, bedding and backfill compacted and pipe is firmly held in place. The pipe ends shall be closed to prevent air circulation and drying of the pipe interior in transit and during storage until the pipe is laid. C. Fittings and specials shall be fabricated in accordance with AWWA C200, Section 4, including non-destructive testing by dye penetrant of welds not previously tested in the straight pipe. Fittings shall conform to the • dimensions of AWWA C208 or may be fabricated into standard pipe CSJC-PWD AUG 2006 84 15055 lengths. All tees, laterals and outlets shall be reinforced in accordance with ASME Pressure Vessel Code. Section VIII Paragraph UG-37 or AWWA MI1 Section 19.4 and 19.5. Fittings and specials not detailed on the Drawings shall conform to the details furnished by the manufacturer as approved by the Developer. D. All buried pipe and fittings shall be cement mortar lined and coated in accordance with AWWA C205. Exposed piping shall be cement mortar lined in accordance with AWWA C205 and painted. E. Steel ring, hubless flanges shall conform to AWWA C207 and shall be suitable for use with the connecting valve. Flanges shall be Class D. F. Pipe shall be furnished with special lengths as required by plan and profile for location of elbows, tees, etc. Pipe joints shall be as indicated on the drawings. Flanged pipe sections shall not exceed 20 feet in length. G. Gaskets shall be full face type for flanged joints and of suitable type for other joints. Gasket material shall be rubber suitable for potable water and in accordance with AWWA C11 VANSI A2 1.11 as applicable. H. All gaskets, glands, bolts, nuts and other required hardware shall be provided for connection of piping and appurtenances. Bolts and Nuts - — above ground: shall be 304 SS. Bolts and nuts below ground shall be 316 SS with fluoropolymer (Tripac 2000 or equal) coating. Studs shall be of the same quality as machine bolts. All other hardware shall be of the size, type and number as required and recommended by the piping, or fitting manufacturer and as specified herein. I. Interior surfaces of all steel pipe, fittings, and specials shall be cleaned and lined in the shop with cement mortar lining applied in conformity with AWWA Standard C205. J. During the entire period from lining application to pipe installation, Contractor shall exercise care and diligence to prevent damage to the lining and to minimize the development of cracks therein. Any defective area in the lining shall be removed and repaired by hand application to the full required thickness. Materials used for repair of defective lining shall be the same as the lining being repaired. If numerous or large defective areas occur in the lining of a pipe section or special fitting, Contractor shall remove and replace the entire lining. K. The manufacturer shall supply pipe complete with sufficient struts and cross bracing to maintain the pipe in a round condition and to limit its deflection during storage and transportation to the job site. CSJC-PWD AUG 2006 85 15055 • 2.02 SLEEVE-TYPE COUPLINGS - FLEXIBLE COUPLING A. Construction: Sleeve-type couplings shall be provided where indicated on the Drawings, in accordance with ANSI/AWWA C219 unless otherwise indicated on the Drawings, and shall be of steel with steel bolts, without pipe stop, and shall be of sizes to fit the pipe and fittings. The middle ring shall be not less than 1/4-inch in thickness and shall be 12 inches long for sizes 8-inch up to and including 24 inches. The followers shall be single- piece contoured mill section welded and cold-expanded as required for the middle rings. They shall be of sufficient strength to accommodate the number of bolts necessary to obtain adequate gasket pressures without excessive rolling. The shape of the follower shall be of such design as to provide positive confinement of the gasket. Bolts and nuts for buried couplings shall be Type 316 stainless steel with Tripac 2000 blue coating on the nuts. Buried sleeve-type couplings shall be fusion bonded epoxy lined and coated at the factory in accordance with AWWA C213, and shall also receive a petrolatum/wax tape coating in accordance with AWWA C217. B. Pipe Preparation: The ends of the pipe,where indicated, shall be prepared for flexible steel couplings. Plain ends for use with couplings shall be smooth and round for a distance of 12-inches from the ends of the pipe, • with outside diameter not more than 1/64-inch smaller than the nominal outside diameter of the pipe. The mortar coating hold back shall be 12- inches and the exposed pipe and the pipe ends shall be coated with a liquid epoxy in accordance with AWWA C210 with a minimum dry -film thickness of 16 mils and the epoxy shall meet NSF-61 standards. The middle ring shall be tested by cold-expanding a minimum of one percent beyond the yield point, to proof-test the weld to the strength of the parent metal. The weld of the middle ring shall be subjected to air test for porosity. C. Gaskets: Gaskets for sleeve-type couplings shall be rubber-compound material that will not deteriorate from age or exposure to air under normal storage or use conditions. Gaskets shall be immune to attack by impurities normally found in water. All gaskets shall meet the requirements of ASTM D2000, AA709Z, meeting Suffix B13 Grade 3, except as noted above. All gaskets shall be compatible with the piping service and fluid conveyed. The rubber in the gasket shall meet the following specifications: 1. Color- Jet Black. 2. Surface - Nonblooming. 3. Durometer Hardness - 74t5. 4. Tensile Strength -1,000 psi minimum. 5. Elongation -175 percent minimum. • CSJC-PWD AUG 2006 86 15055 D. Restrained Joints: Sleeve-type couplings on pressure lines shall be harnessed as indicated on the Drawings. Harnesses shall conform to the requirements of the appropriate reference standard, to the requirements specified herein, or to the Drawings. 1. Joint Harnesses for Sleeve-Type Couplings on Steel Water Pipelines: Bolts, nuts, and stud materials shall conform to ASTM A307, Grade B. Nuts shall conform to ASTM A563, Grade A, heavy hex. Lug material shall conform to one of the following: ASTM A36; ASTM A283 Grade B, Grade C, or D; or ASTM A285, Grade C. Lug dimensions shall be as shown in AWWA Manual M11. Lugs shall be Type P for pipe from 6- through 10-inch diameter, and Type RR for pipe 12-inch diameter and larger. Minimum four (4) bolts for each joint harness. 2. End Thrust: Joint harnesses shall be designed to accommodate the hydrotest pressure. 3. Coating of Joint Harnesses: Coating for joint harnesses shall be with a rust inhibitive primer. Buried joint harnesses shall be coated with a petrolatum/wax tape coating in accordance with AWWA C217. PART 3: EXECUTION _ 3.01 HANDLING PIPE AND FITTINGS A. Pipe shall be transported from the lining/coating plant to the jobsite on padded bunks with nylon tie-down straps or padded banding to adequately protect the pipe and coating. B. Lined and coated pipe shall be handled, stored and shipped in a manner that will prevent damage to the lining and/or coating. Pipe shall be handled with multiple wide belt slings or rubber padded forklifts. Metal chains, cables, tongs, or other equipment likely to cause damage to the pipe or coating shall not be used. C. No metal tools or heavy objects shall be permitted to come into contact unnecessarily with the finished lining or coating. Workmen will be permitted to walk upon the coating only when absolutely necessary, in which case they shall wear shoes with rubber or composition soles and heels. All pipe and fittings, specials and couplings shall be examined before installing, and no piece shall be installed which is found to be defective. Any damage to the coatings or linings shall be repaired as acceptable to the Developer. CSJC-PWD AUG 2006 87 15055 • D. If any defective pipe is discovered after it has been installed, it shall be removed and replaced with a sound pipe in a satisfactory manner by the Contractor, at his own expense. E. Stored pipe shall at all times be supported on sawdust bags, sand bags, or other suitable support. Bags shall be of sufficient size to prevent contact of the pipe coating with the ground or any other obstruction. Rolling the pipe on the coated surface will not be permitted. 3.02 INSTALLING STEEL PIPE AND FITTINGS A. The Contractor shall regulate his equipment and construction operations such that the loading of the pipe does not exceed the loads for which the pipe is designed and manufactured. B. Except as otherwise provided herein, pipe and fittings shall be installed in accordance with the requirements of AWWA M11. C. The Contractor shall permit and aid in the inspection of the coating on the pipe at the time of installation and shall repair any damage before lowering the pipe into place. While being installed, the pipe shall not be rolled, skidded, or otherwise moved, when it contacts with the ground or dam structure at any point. • D. The method of jointing the pipe shall be in strict accordance with the manufacturer's instructions. E. All pipe shall be sound and clean before installation. When installation is not in progress, the open ends of the pipe shall be closed by watertight plug or other approved means. Good alignment shall be preserved in installation. The deflections at joints shall not exceed that recommended by the manufacturer. Fittings for closures, in addition to those shown on the Drawings, shall be provided. These fittings shall be cut to fit pieces for any make up required for proper construction. F. Any non-welded joints shall be bonded as per plans so as to provide electrical continuity along the pipeline. G. Dielectric insulation shall be provided where noted on the plans. 3.03 FIELD WELDING A. All field welding shall be done by welders certified by the American Welding Society and be in accordance with the requirements of AWWA C206 and the American Welding Society. All welds shall be observed by a certified welding inspector provided by the Construction Manager. The • Contractor shall bear all costs associated with retesting of non-passing CSJC-PWD AUG 2006 88 15055 welds. B. Field welds, connections and damaged areas shall be cement mortar lined and coated or finished painted and patched using the same materials as originally applied, and in accordance with the manufacturer's instructions. 3.04 INSTALLATION OF FLEXIBLE COUPLINGS The flexible couplings shall be installed at the locations shown on the plans. Flexible couplings shall be installed in accordance with the manufacturers recommendations. 3.05 FIELD PAINTING A. Exposed piping shall be field painted. Submit color palettes to City for selection. B. The time required for City inspection shall be accounted for in the Contractor's original estimate to complete the work, and, therefore shall not result in additional cost to the Developer. 3.06 COMPLETION OF INSIDE MORTAR JOINTS A. Backfill the trench before applying interior lining at field welded joints. B. Working inside the pipe, remove foreign substances which adhere to the steel joint rings, clean them, and pack cement mortar into each joint. Before placing the joint mortar material against the surfaces of the lining, the surfaces shall be carefully cleaned, have all soap removed, and then be wetted to provide a good bond between the lining and the joining mortar. Finish the surface with a steel trowel to match the adjoining pipes. C. Remove excess mortar and other construction debris from the pipe interior. 3.07 PIPELINE CLOSURE ASSEMBLIES A. Center the shaped steel butt straps over the ends of the pipe sections they are to join as shown on the Pians. B. Cement mortar line closure assemblies to a thickness at least equal to the adjoining pipe sections. Clean the steel with wire brushes and apply a cement water wash coat prior to applying the cement mortar. Steel-trowel finish the interior mortar lining to match adjoining mortar lined pipe sections. — CSJC-PWD AUG 2006 89 15055 3.08 CLEANING A. At the conclusion of the installation, and prior to testing, the Contractor shall thoroughly clean all of the new pipelines by spraying with water or other means to remove all dirt, stones, wood struts, pieces of wood or other material which may have entered during the construction period. Debris cleaned from the lines shall be removed. If, after this cleaning, obstructions remain, they shall be removed. 3.09 TESTING AND STERILIZATION A. After construction of the pipeline has been completed, and all fittings and valves installed, the Contractor shall proceed to test the line for leakage and to sterilize and flush the pipeline. Sterilization and testing for leakage may be carried on simultaneously. All temporary valves and other equipment necessary to perform the tests shall be furnished and installed by the Contractor and later removed when the work has been completed. Particular attention must be given to the problems of disposal of the water used for sterilization; such water shall be wasted in a manner and at such points that flushing of this water from the pipelines and its disposal will not cause damage to public or private properties or to completed work. The • Contractor shall be responsible for all costs to dechlorinate the water before it enters any storm drain or watercourse. 3.10 FIELD HYDROSTATIC TEST A. General: Prior to connecting existing water line, each water main shall be hydrostatically tested in the presence of the Engineer after all pipe and appurtenances have been installed, all anchors, thrust blocks and encasements have been placed and have attained sufficient strength, all open ends covered with end caps and braced with temporary end thrust blocks, and the required backfill completed. In no case shall the water main be tested against existing valves. B. The water main shall be tested in sections of convenient lengths as determined by the range of elevations within the test section which shall result in test pressures within the limits herein specified. C. The test pump and gauge shall be connected to the water main at the lowest point in the line, in order to facilitate release of air from the high point. A recording gauge shall be used. Means shall be provided for measuring accurately the quantity of water pumped into the pipe during or immediately after the test period in order to maintain or restore the initial test pressure as specified herein, or elsewhere in these Contract • documents. CSJC-PWD AUG 2006 90 15055 D. All pipe, fittings, valves, hydrants, services and appurtenances shall be subjected to the hydrostatic test, and irrespective of the measured quantity of leakage, all detectable leaks shall be repaired by the Contractor. E. The Contractor shall, at his own expense, furnish all materials, equipment, bracing and connections required for the testing of water mains, and he shall be responsible for the results of any failure under test which is attributable to defective material or workmanship furnished by the Contractor, or to his negligence or improper conduct of the test. The pressure at the location of the testing equipment shall be computed on the basis of the relative elevations of the test gauge and the lowest point in the section being tested. F. The duration of the test period, test pressure at the lowest point in the Section being tested and maximum leakage shall be as follows: Test Period 4 hours Test Pressure — Maximum at Lowest Elevation 125% of Design Pressure (except for pressures shown below) 16" test pressure = 187.50 psi 24" test pressure = 250 psi Maximum Rate of Leakage -CML&C Steel Pipe No Leakage allowed for welded pipe. G. Test Procedure: During the first one-hour test period, the test pressure shall be maintained at not less than 5 pounds per square inch below that specified in the above. This pressure shall be obtained at the start of the second hour test period. Pumping shall then be discontinued for 1 hour and the drop in pressure shall be read on the gage and recorded. The initial test pressure shall then be restored by pumping and the quantity of water required to accomplish this shall be measured accurately. H. This quantity shall not exceed the maximum rate of leakage listed in the above table. If there is any sign of leakage or failure at any point on the line during the test periods, the test shall be discontinued until all leaks have been repaired. — CSJC-PWD AUG 2006 91 15055 I. The Contractor, at his own expense, shall do all excavation necessary to locate and repair leaks or other defects which may develop under test, including removal of backfill already placed; he shall replace such excavated material, and shall make all repairs necessary to secure the required water tightness, after which the test shall be repeated until the pipe meets the test requirements. All detectable leaks shall be stopped. The method of repairing leaks shall be subject to the approval of the Engineer. J. Valves shall show no leakage and shall be demonstrated to work properly by opening and closing all valves several times. K. The test shall not be made until 60 hours have elapsed after the making of any cement joints and not until the water main has been filled with water for at least 24 hours. 3.11 STERILIZATION General: Prior to connecting to existing water lines or putting into service, all water mains, water services and attached appurtenances shall be disinfected in accordance with AWWA Standard C651. • Final Flushina: Following the period of retention and after testing of residual chlorine by the City representative and approval by the Engineer, the chlorinated water shall be thoroughly flushed from the line until the chlorine concentration in the water leaving the pipe is within 0.5 MG/L of the replacement water. Care shall be taken that the extremities of the main and the services are free of chlorinated water before being placed in service, and that all new service connections are thoroughly flushed out before the meters are installed. When a hypochlorite solution has been used for disinfecting the main, the flushing shall be in a direction opposite to that from which the line was filled. The Contractor shall be responsible for all costs to dechlorinate the water before it enters any storm drain or watercourse. 3.12 BACTERIOLOGICAL TESTS After final flushing, and before the water main is placed in service, a sample or samples, as directed by the Engineer, shall be collected from the line and tested for bacteriologic quality and shall show the absence of coliform organisms. Samples for bacteriological analysis shall be collected as prescribed by the public health authority having jurisdiction. Analysis shall be performed by an • "Approved Water Laboratory." CSJC-PWD AUG 2006 92 15055 If the initial disinfection fails to produce satisfactory samples, disinfection shall be repeated until satisfactory samples have been obtained. The tablet method cannot be used in these subsequent disinfections. When the samples show satisfactory compliance with the public health requirement, the main may be placed in service. The cost of performing the required bacteriological tests and any subsequent disinfection as required shall be bome by the Contractor. END OF SECTION CSJC-PWD AUG 2006 93 15055 BLANK PAGE • • CSJC-PWD AUG 2006 94 15055 STANDARD SPECIFICATIONS SECTION 15056 DUCTILE-IRON PIPE AND FITTINGS PART 1 - GENERAL A. Description This section includes materials, installation, and testing of ductile-iron pipe and fittings. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a speck date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Chlorination of Domestic water Mains for Disinfection: 15041 4. Hydrostatic Testing of Pressure Pipelines: 15042 C. Approved Manufacturers 1. Fittinas Tyler Trinity Valley Dayton Nappco 2. Pipe Pacific States U.S. Pipe American Pipe 3. Gaskets Crane Company Cranite Johns Manville 60 Asbestos Garlock 7071 CSJC-PWD AUG 2006 95 15056 • D. Use of Gray-Iron Fittings Gray-iron fittings may not be substituted for ductile-iron. PART 2 - MATERIALS A. Ductile-Iron Pioe 1. Pressure class or thickness class of DIP shall be determined by the design method detailed in AWWA C150 the "Thickness Design Method." 1. Ductile-iron pipe shall be manufactured in accordance with AWWA C151. 2. All ductile-iron pipe shall be thickness class 50 for plain end pipe and thickness Class 53 for flanged spools unless indicated otherwise. 3. All ductile-iron pipe shall be cement-mortar lined in accordance with AWWA C104. 4. Unless otherwise called out on the plans, a "push-on" type joint shall be used. The joint dimensions and gasket shall be as specified in AWWA • C111. 5. Flanges for ductile-iron pipe shall be the "screwed-on" type in accordance with AWWA C115. 6. The exterior surface of all ductile iron pipe and fittings shall be protected with a minimum 30-mill dry film thickness of shop applied polyurethane coating. Polyurethane coatings shall be Futuna Coatings Protec II, or Madison Chemical Corropipe II TX-15 CM, or equal. Polyurethane coating shall be applied in strict accordance with the coating manufacturer's written instructions, including recommendations for surface preparation and priming of the ductile iron. B. Ductile-Iron Fittings 1. Ductile-iron fittings shall be manufactured in accordance with AWWA C110, or AWWA C153. Compact body fittings, as described in AWWA C153, will not be permitted in vault structures. 2. All fittings shall be cement-mortar lined in accordance with AWWA C104. 3. All fittings shall be made with "push-on"joints designed for use with the type of pipe to be joined unless noted otherwise. • CSJC-PWD AUG 2006 96 15056 4. Mechanical joint fittings will be allowed only in areas specifically approved by the PWD as a substitute for other types of fittings. 5. Unless otherwise indicated on the drawings, all fittings with flanged ends shall be ductile iron class 150. The gasket surface shall have a serrated finish of approximately 16 serrations per inch, approximately 1/32-inch deep, with serrations in either a concentric or spiral pattern. In addition, all flanges shall meet the following tolerances: Bolt circle drilling +1/16 inch Bolt hole spacing +1/32 inch Eccentricity of both circle and +1/32 inch C. Gaskets Gaskets shall be manufactured per AWWA C111, unless noted otherwise below. D. Bolts, Nuts. and Washers 1. Bolts and nuts, for buried flanges, flanges located outdoors above ground, flanges located in open vaults and structures, and submerged flanges shall be Type 316 stainless steel, nuts shall be type 316 stainless steel, Teflon coated (Tripac 2000 or approved equal). - 2. Provide one (1)washer for each nut. Washer shall be of the same material as the nuts. 3. The length of each bolt or stud shall be such that between 1/4 inch and 3/8 inch will project through the nut when drawn tight. PART 3 - EXECUTION A. General Ductile-iron pipe and ductile iron fittings shall be installed in accordance with the applicable Sections of AWWA C600 and as specified herein. B. Trenching. Backfillina, and Compacting 1. Trenching, backfilling, and compacting shall be in accordance with Section 02223 and as specified herein. 2. Backfill within the pipe zone, including the pipe base, shall be imported sand placed and compacted in accordance with Section 02223. - CSJC-PWD AUG 2006 97 15056 3. Backfill within the trench zone shall be native earth backfill placed and compacted in accordance with Section 02223. C. Placement of Pioe in Trench 1. Lay pipes uphill if the grade exceeds 10%. 2. The radius of curvature of the trench shall determine the maximum length of pipe section that can be used without exceeding the allowable deflection at a joint. Combined deflections at rubber gasket or flexible coupling joints shall not exceed 2 degrees or that recommended by the manufacturer, if smaller. The manufacturer's printed installation guide outlining the radius of curvature that can be negotiated with pipe sections of various lengths shall be followed if applicable. 3. The pipe shall be laid true to the line and grade shown on the plans within acceptable tolerances. The tolerance on grade is 1-inch. The tolerance on line is 2-inches. • 4. Fittings shall be supported independently of the pipe. 5 Temporarily support fittings with wooden skids until thrust blocks and supports are poured, so that the pipe is not subjected to the weight of the fitting. 6. All exposed flanges and other metal surfaces not previously coated shall be coated after assembly with mastic, such as Carboline Kop-Coat 300M or approved equal. Stainless steel bolts need not be coated. D. Anchors and Thrust Blocks Concrete anchors and thrust blocks shall be poured against wetted undisturbed soil in accordance with Section 03300 and standard Drawings W-14 and W-15. E. Flanged Connections 1. Bolt holes of flanges shall straddle the horizontal and vertical centerlines of the pipe run. 2. Clean flanges by wire brushing before installing gasket. • CSJC-PWD AUG 2006 98 15056 3. Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively. Between 1/4 inch and 3/8 inch shall project through the nut when drawn tight. 4. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and retest the joints. Joints shall be watertight. F. Pipe Support All exposed pipe shall be supported as detailed in the plans. G. Disinfection All piping shall be disinfected by chlorination in accordance with Section 15041. H. Testing All piping shall be hydrostatically pressure tested in accordance with Section 15042. I. Bonding All DIP pipe joints shall be electrically bonded for continuity in accordance with the standard Drawings. Cathodic test stations (CTS) shall be installed as shown on the plans and in accordance with the standard drawings. J. Bonding Continuity Test All DIP pipe joints will be electrically bonded and connected to a sacrificial anode or impressed current system. All DIP joints shall be tested for continuity. Continuity testing shall be conducted as follows: All DIP pipelines constructed with electrical bonding cables shall be tested for electrical continuity. Additionally, all CTS will be inspected and tested for their serviceability. The PWD shall conduct all testing upon completion of construction and prior to acceptance. The testing shall be done by qualified corrosion engineering personnel using Metrotech Model 850 Audio Frequency Pipe locator equipment by methods outlined below. The CTSs are to be utilized for this testing. The audio signal transmitter shall be connected to the pipe by way of the CTS wiring connected to the pipe. This will also verify that the CTS was installed correctly and are therefore serviceable. Continuity measurements are to be recorded beginning at each CTS and at equally spaced intervals equal to or shorter than the pipe joint lengths. All measurements recorded shall be those taken over the pipe centerline — CSJC-PWD AUG 2006 99 15056 • as indicated on the Metrotech Pipe Locator antennae display and with the antennae held in a true vertical position with the instrument readout panel up and the antennae pointed down. The Metrotech Model 850 Audio Frequency Pipe Locator readings of "Signal Level' and "Pipe Depth to Centerline" when taken with the instrument in a vertical position over centerline of the pipe with the antennae nose placed in contact with the surface over the pipe is to be used to calculate "LOG Signal Level' at constant depth. A plot of "LOG Signal Level' (at constant depth) vs. Distance from CTS is compared with that for an all welded pipe of similar diameter. Plots of data taken over a cable bonded pipe joint are to have a "slope" with Distance from CTS that is unvarying and similar to that for welded pipe to demonstrate satisfactory electrical continuity of pipe joints. Only those data taken with the Metrotech Model 850 Audio Signal Transmitter operating at a constant eight (8) watts output are to be compared. The Contractor shall correct all faults in electrical continuity for both pipeline joints and CTS and have the pipeline retested as described above at no additional cost to the PWD. END OF SECTION • • CSJC-PWD AUG 2006 100 15056 STANDARD SPECIFICATIONS SECTION 15057 COPPER, BRASS, AND BRONZE PIPE FITTINGS AND APPURTENANCES PART 1 - GENERAL A. Description This section includes materials and installation of copper, brass, and bronze pipe, fittings and appurtenances. B. Approved Manufacturers 1. All materials shall be the appropriate model number specified on standard drawings W-1 and W-2 as manufactured by the companies listed thereon and as additionally listed herein. 2. Copper Tubing Redding Mueller - 3. Service Saddle Jones J979 Mueller BR 2B & BR 2S Ford 202B, 202 BS (1") & 202-size 1.P. 7 (2") Smith-Blair 371 & 372 Ford S912 (for tapping C-900) James Jones J996 (for tapping C-900) 4. Corporation Stop Jones J-1935 &(1") &J-1931 (2") Mueller B-25028 Ford FB-1100 5. Angle Meter Stop Jones J-1963 WSG (5/8" & 1" mtrs), J-1974 W& J-1975 W (1-1/2" & 2" mtrs) Mueller B-24258 (5/8" & 1" mtrs)& B-24286 (2" mtrs) Ford BA 43-342W (5/8" mtrs), BA 43-444W (1" mtrs), BFA 13-777W (1-1/2" &2" mtrs) 6. Customer Valve Jones J-1908 (5/8" & 1" mtrs) & J-1 913-W(1-1/2" &2") — CSJC-PWD AUG 2006 101 15057 • Ford B13-342 w/HT-34 (5/8"), B-13-444 w/HT-34 (1"), BF-13-777 w/HH-67(2') 7. Insulating Pipe Bushings. Unions, or Couplings Central Smith Blair Pipe Seal and Insulator Company PART 2- MATERIALS A. Copper 1. Copper tubing shall conform to the requirements of ASTM B 88 for seamless copper water tube. Piping located aboveground or suspended within vaults shall be Type L. Buried piping shall be Type K. Copper pipe shall be of domestic manufacture. 2. Fittings shall be copper conforming to ASTM B 75 and ANSI B16.22, with solder end joints. Fittings 3/8 inch and smaller may have flared end connections or compression joint connections. 3. Solder shall be silver solder conforming to ASTM B 32, Grade 95TA. • Solders containing filler elements, such as Lead (Pb), Zinc (Zc), Cadmium (Cad), Nickel (Ni), or Tin (Sn), will not be permitted. B. Brass Pipe. Nipples. and Fittings Short threaded nipples, brass pipe and fittings shall conform to ASTM B 43, regular wall thickness. Threads shall conform to ANSI B2.1. Teflon tape shall be applied to all threaded joints prior to make-up. C. Bronze Appurtenances 1. All items specified herein shall be manufactured of bronze conforming to ASTM B 62, "Composition Brass or Ounce Metal Castings." 2. All size service saddles shall be of the double-strap type for any size of pipe. The straps (or bails) shall be flat and shall be manufactured of silicone bronze. The body shall be manufactured of bronze and shall be tapped for an iron pipe thread. Form the seal with the pipe with either a rubber gasket or an O-ring. 3. Corporation stops shall be, ball valve type and shall be manufactured of bronze. The inlet fitting shall be a male iron pipe thread when used with saddle and the outlet connection shall be a compression type or iron-pipe • thread. CSJC-PWD AUG 2006 102 15057 4. Angle meter stops shall be ball valve type and shall be manufactured of bronze. The inlet connection shall be a compression type or female iron- pipe thread and the outlet fitting shall be a meter flange or meter coupling. The inlet and outlet shall form an angle of 90 degrees on a vertical plane through the centerline of the meter stop. A rectangular lug and lock wing shall be provided on the top of the fitting to operate the shutoff mechanism. Two-inch angle meter stops shall be with "slotted" holes for 1-1/2-inch or 2- inch meters. 5. Customer Service valves shall be manufactured of bronze with lever-type tum handle. The inlet connection shall be a meter flange or a meter coupling and the outlet female iron pipe. D. Flanges. Gaskets. Bolts. and Nuts 1. Connect to flanged valves and fittings with bronze flanges conforming to ANSI B16.24, Class 125 or Class 150, to match the connecting flange. Use solder end companion flanges. 2. Gaskets for flanged-end fittings shall be made of asbestos and synthetic rubber binder and shall be full face, 1/8-inch-thick John-Manville 60, John Crane Co. "Granite," or equal. 3. When both adjoining flanges are bronze, use bronze bolts and nuts. Bolts shall conform to ASTM F 468, Grade C65100 or C63000. Nuts shall conform to ASTM F 467, Grade C65100 or C63000. 4. When only one of the adjoining flanges is bronze, use type 316 stainless- steel bolts nuts. 5. Connect to buried ferrous flanges with flange insulation kits. Bolts used in flange insulation kits shall conform to ASTM B 193, Grade B7. Nuts shall comply with ASTM A 194, Grade 2H. If the adjoining buried flange is bronze, use bronze bolts and nuts as described above, without a flange insulation kit. 6. Provide one (1) washer for each nut. Each washer shall be of the same material as the nut. PART 3 - EXECUTION A. Cooper Tubing and Fittings 1. Cut tubing square and remove all burrs. Clean both the inside and outside of fitting and pipe ends with steel wool and muriatic acid before soldering. CSJC-PWD AUG 2006 103 15057 • Prevent annealing of fittings and tubing when making connections. Do not miter joints for elbows or notch straight runs of pipe for tees. 2. Bends in soft copper tubing shall be long sweep. Shape bends with shaping tools. Form bends without flattening, buckling, or thinning the tubing wall at any point. 3. Brazing procedures shall be in accordance with Articles XII and XIII, Section IX, of the ASME Boiler and Pressure Vessel Code. Silver solder shall be used. Solder shall penetrate to the full depth of the cup in joints and fittings. Solders shall comply with ANSI 831.3, paragraph 328. 4. Buried piping shall be installed with some slack to provide flexibility in the event of a load due to settlement, expansion or contraction. A MINIMUM COVER OF 36 INCHES BELOW THE FINISHED STREET GRADE SHALL BE ADHERED TO. The tubing is to be bedded and covered with sand or select material as determined by the PWD Representative. 5. All domestic service laterals shall be 1-inch minimum size copper tubing. End connections shall be compression type. 6. All 2-inch size services shall be installed with straight lengths of soft copper • water tube Type K. Solder or compression fittings are acceptable on only the corporation stop and angle meter stop. All couplings and adapters shall be silver soldered. 7. The service line shall extend perpendicular to the centerline of the street from the water main to the meter stop or structure, except in a cul-de-sac, where the service shall run in a straight line from the water main to the meter stop. B. Service Saddle 1. The service saddle shall be no closer than 18 inches to a valve, coupling, joint, or fitting unless it is at the end of the main. 2. The surface of the pipe shall be filed to remove all loose material and to provide a hard, clean surface before placing the service saddle. 3. The service saddle shall be tightened firmly to ensure a tight seal; however, care shall be used to prevent damage or distortion of either the corporation stop or service saddle by over tightening. 4. The tap into the pipe shall be made in accordance with the pipe manufacturer's recommendation. • CSJC-PWD AUG 2006 104 15057 5. Service saddles connecting to PVC water mains shall be specifically designed for PVC pipe, and shall limit the torque to prevent over-tightening. C. Installing Flange Bolts and Nuts 1. Lubricate bolt threads with graphite and oil prior to installation. 2. Set flanged pipe with the flange bolt holes straddling the pipe horizontal and vertical centerlines. D. Insulating Bushings and Unions Pipe or fittings made of nonferrous metals shall be isolated from ferrous metals by PVC insulating pipe bushings, union, or couplings. END OF SECTION CSJC-PWD AUG 2006 105 15057 BLANK PAGE • • CSJC-PWD AUG 2006 106 15057 STANDARD SPECIFICATIONS SECTION 15062 CONCRETE MORTAR LINED AND COATED STEEL PIPE PART 1 - GENERAL 1.1 WORK INCLUDED IN THIS SECTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install steel pipe and fittings. 2. The extent of steel pipe is shown on the Drawings. B. Related Sections: 1. Section 02220, Earthwork, Excavation and Backfill. 2. Section 09900, Painting. 3. Section 15051, Buried Piping Installation. 4. Section 15052, Exposed Piping Installation. 5. Section 15096, Wall Pipes, Floor Pipes and Pipe Sleeves. 6. Section 15100, Valves and Appurtenances - 7. Section 15950, Corrosion Control for Buried Piping. 1.2 QUALITY ASSURANCE A. Except as otherwise indicated, the current editions of the following apply to the WORK of this Section. 1. ANSI B 36.10, Welded and Seamless Wrought Steel Pipe. 2. ASTM A 53, Standard Specification for Pipe, Steel, Black and Hot Dipped. 3. AWWA, C200, Steel Water Pipe 6 Inch and Larger. 4. AWWA, C205, Cement-Mortar Protective Lining and Coating for Steel Water Pipe-4 Inch and Larger-Shop Applied. 5. AWWA, C207, Steel Pipe Flanges. 6. AWWA, C208, Dimensions for Fabricated Steel Water Pipe Fittings. 5. AWWA, C210, Liquid-Epoxy Coating Systems for the Interior and Exterior of Steel Water Pipelines. 8. AWWA, C602, Cement-Mortar Lining of Water Pipelines in Place - 4 Inch and Larger. 9. AWWA, M11, Steel Water Pipe - A Guide for Design and Installation. 10.ANS1, 1316.5, Steel Pipe Flanges and Flanged Fittings. 11.ASTM, A234, Pipe Fittings of Wrought Carbon Steel and Alloy Steel for Moderate and Elevated Temperatures. 12.ASTM, A370, Test Methods and Definitions for Mechanical Testing of Steel Product. - CSJC-PWD AUG 2006 107 15062 13.ASTM, E165, Practice for Liquid Penetrant Inspection Method. 14.AWS, D1.1, Structural Welding Code. 1.3 SUBMITTALS A. The following shall be submitted in compliance with Section 01300. 1. Shop drawings a. Shop drawings showing dimensions and details of each type of pipe, joint fittings, fitting specials, valves, and appurtenances. b. Joint and fitting wall construction details which indicate the type and thickness of cylinder; the position, type, size, and area of reinforcement; manufacturing tolerances; and all other pertinent information required for the manufacture of the product. c. Joint details shall be submitted where deep bell or butt strap joints are required for control of temperature stresses. d. Fittings and specials details such as elbows, reducers, wyes, tees, crosses, outlets, connections and test bulkheads, and nozzles or other specials where shown which indicate amount and position of all reinforcement. All fittings and specials shall be properly reinforced to withstand the internal pressure, both circumferential and longitudinal, and the external loading conditions as indicated in the Contract Documents. • e. Material lists and steel reinforcement schedules which include and describe all materials to be utilized. f. Full and complete information regarding location, type, size, and extent of all welds shall be shown on the shop drawings. The shop drawings shall distinguish between shop and field welds. g. Shop drawings shall indicate by welding symbols or sketches the details of the welded joints, and the preparation of parent metal required to make them. 2. Design Calculations a. Calculations supporting selected wall thickness. b. Calculations supporting welded joint design. B. Certificates 1. Certificate of compliance stating that all pipe and fittings furnished under this Section comply with ANSI B 36.10 and ASTM A 53, as applicable. 2. Certificate of compliance stating that all pipe, special fittings, and other products and materials furnished under this Section comply with AWWA C200 and C205, as applicable. 3. Submit all shop welding procedure specifications, including weldertwelding operator qualifications, fabricator welding inspection qualifications, and welding documentation procedure specifications. • CSJC-PWD AUG 2006 108 15062 C. Test Reports 1. The CONTRACTOR shall furnish certified reports of the following tests: a. Physical and chemical properties of all steel. b. Hydrostatic test reports. c. Results of production weld tests. d. Upon request by the PWD, mill test reports on each heat from which steel is rolled will be submitted. 1.4 INSPECTION A. Factory Inspection 1. All pipe shall be subject to inspection at the place of manufacture in accordance with the provisions of AWWA C200 and C205, respectively, as applicable, as supplemented by the requirements herein. 2. The CONTRACTOR shall notify the PWD in writing of the manufacturing starting date not less than 14 calendar days prior to the start of any phase of the pipe manufacture. 1.5 WELDING A. All welding procedures used to fabricate pipe shall be pre-qualified under the provisions of AWS D1.1. B. Welding procedures shall be required for, but not necessarily limited to, longitudinal and girth or spiral welds for pipe cylinders, spigot and bell ring attachments, reinforcing plates and ring flange welds, and plates for lug connections. C. All welding shall be done by skilled welders, welding operators, and tackers who have had adequate experience in the methods and materials to be used. D. Welders shall be qualified under the provisions of AWS D1.1 by an independent local, approved testing agency not more than 6 months prior to commencing work on the pipeline. Machines and electrodes similar to those used in the Work shall be used in qualification tests. E. The CONTRACTOR shall furnish all material and bear the expense of qualifying welders. 1.6 TESTING A. Except as modified herein, all materials used in the manufacture of the pipe shall be tested in accordance with the requirements of AWWA C200 and C205, as applicable. 1. Shop Testing of Steel Pipe Specials CSJC-PWD AUG 2006 109 15062 • a. Upon completion of welding, but before lining and coating, each special shall be bulk headed and tested under a hydro-static pressure in accordance with section 15042. b. No outside coating shall be applied over a seam prior to testing; however, mortar lining may be applied over a seam prior to hydrostatic testing, but under such conditions said pressure test shall be held on the pipe or fitting for a period of not less than 30 minutes. 2. Shop Testing of Steel Pipe a. After the joint configuration is completed and prior to lining with cement- mortar, each length of pipe of each diameter and pressure class shall be shop-tested and certified to a pressure of at least 80 percent of the yield strength of the pipe steel. b. Production weld tests shall be conducted in compliance with AWWA C200. In addition to the frequency of tests required in AWWA C200, weld tests shall be conducted on pipe if there is a change in the welding procedure or welding equipment. B. The CONTRACTOR shall perform said material tests at no additional cost to the PWD. The PWD shall have the right to witness all testing conducted by the CONTRACTOR. C. In addition to those tests specifically required, the PWD may request additional • samples of any material including mixed concrete and lining and coating samples for testing by PWD. The additional samples shall be furnished at no additional cost to the PWD. D. All expenses incurred in making samples for certification of tests shall be borne by the CONTRACTOR. PART 2 - PRODUCTS 2.1 GENERAL A. Steel pipe shall be ASTM A 53 for piping 4-inch diameter and smaller and per AWWA C200 for piping 6-inch diameter and larger. Thickness class shall be as shown on the piping schedule in Section 2.10 herein. B. Material, manufacturing operations, testing and inspection of pipe shall be in conformance with applicable portions of ASTM A53 and AWWA C200. C. Mortar lined and coated steel pipe shall conform to AWWA C200 and C205, subject to the following supplemental requirements. D. Specials are defined as fittings, closure pieces, bends, reducers, wyes, tees, crosses, outlets, manifolds, and other steel plate specials, wherever located, and all in structures. • CSJC-PWD AUG 2006 110 15062 E. Flanges shall conform to AWWA C207, Class D, or ANSI 816.5 150-Ib class, as shown on drawings. 300-Ib flanges shall conform to AWWA C207, Class F, or ANSI B16.5, 250-Ib class, as shown on drawings. Flanges shall have flat faces with full face gaskets. Pipe flanges shall be attached with bolt holes straddling the vertical axis of the pipe. F. Dimensions of fabricated steel pipe fittings shall comply with AWWA C208. G. The pipe shall be of the diameter shown, fumished complete with welded joints, as indicated in the Contract Documents. All welded joints shall be single welds on the outside of the pipe. H. The inside diameter after lining shall not be less than the nominal diameter specified or shown. I. The pipe lining shall have smooth dense interior surfaces and shall be free from fractures, excessive interior surface crazing and roughness. J. Closures and correction pieces shall be provided as required so that closures may be made due to different headings in the pipe laying operation and so that correction may be made to adjust the pipe laying to conform to pipe stationing shown on the Drawings. K. The CONTRACTOR shall be fully liable for the cost of replacement or repair of pipe and specials which are damaged during storage, loading, transport and off- loading. L. The CONTRACTOR shall legibly mark all pipes on both the inside and the outside and specials in accordance with the laying schedule and marking diagram. Each pipe shall be numbered in sequence and said number shall appear on the laying schedule and marking diagram in its proper location for installation. M. All special pipe sections and fittings shall be marked at each end indicating the top. The word 'lop" shall be painted or marked on the outside top spigot end of each pipe section. 2.2 STRUTTING A. Adequate strutting shall be provided on all specials, fittings, and straight pipe so as to avoid damage to the pipe and fittings during handling, storage, and hauling. In addition, the following requirements shall apply: 1. The strutting shall be placed as soon as practicable after the mortar lining has been applied and shall remain in place while the pipe is loaded, transported, and unloaded. CSJC-PWD AUG 2006 111 15062 • 2. The strutting materials, size, and spacing shall be adequate to support the earth backfill plus any greater loads which may be imposed when installed, including compaction equipment loads. Struts shall be accomplished with a minimum of a vertical strut set 3.5 feet from each end and at intervals not exceeding 15 feet. 3. Any pipe damaged during handling, hauling, storage, or unloading due to improper strutting shall be repaired or replaced. 4. The details of the strutting assembly shall be submitted for review by the CONTRACTOR prior to the start of pipe manufacture. 2.3 PIPE DESIGN CRITERIA A. General 1. The pipe shall be steel pipe, mortar-lined and mortar-coated, with single field welded joints. The pipe shall consist of a steel cylinder, shop-lined with Portland cement-mortar with an exterior coating of cement mortar as noted herein. 2. The pipe shall be designed, manufactured, tested, inspected, and marked according to applicable requirements of AWWA C200 except as hereinafter modified. 3. The pipe shall be of the diameter and thickness indicated in the piping schedule. • 4. Maximum pipe lengths for laying shall be 40 feet with shorter lengths provided as required. 2.4 DESIGN SPECIALS A. Except as otherwise provided herein, materials, fabrication and shop testing of straight pipe shall conform to the requirements of AWWA C200. Dimensions for fittings shall conform to AWWA C208. The minimum thickness of plate for pipe from which specials are to be fabricated shall be the greater of that determined by the following two formulas: a. T = Pw D/2 b. T = Pt D/2 Y/Sw Y/St Where: T = Steel cylinder thickness, inches D = Outside diameter of steel cylinder, inches Pw = Design working pressure, psi Pt = Design transient pressure, psi • CSJC-PWD AUG 2006 112 15062 Y = Specified minimum yield point of steel, psi S, = Safety factor of 2.0 at design working pressure St = Safety factor of 1.5 at design transient pressure B. In no case shall the design stress at design working pressure (Y/SW) for mortar- coated steel pipe exceed 16,500 psi or 22,000 psi at design transient pressure (Y/St), nor shall plate thickness be less than the thickness of adjacent mainline pipe or the following: Nominal Pipe Pipe Manifolds Piping Elbows Bends Diameter(in.) Above Ground Piping in Reducers Structures 24 and Under 3/16-inch 3/16-inch 25 to 48 1/4-inch 1/4-inch Over 48 5/16-inch 5/16-inch C. Pipe installed on saddle supports shall be designed to limit the longitudinal bending stress to a maximum of 10,000 psi. Design shall be in accordance with the provisions of Chapter 7 of AWWA M-11. — 2.5 MATERIALS A. Pipe manufactured under AWWA C200 shall be fabricated from sheet conforming to the requirements of Table 1 in Section 2. All longitudinal and girth seams, whether straight or spiral, shall be butt welded using an approved electric-fusion-weld process. B. All steel used for the fabrication of pipe shall have a maximum carbon content of 0.25 percent, a maximum sulfur content of 0.015 percent, and shall have a minimum elongation of 22 percent in a 2-inch gauge length. C. All steel used in fabricating pipe shall be tested for notch toughness using the Charpy V-Notch test in accordance with ASTM A370. The steel shall withstand a minimum impact of 25 ft. Ib. at a temperature of 30 degrees F. D. Steel shall be fine-grained, fully kilned and manufactured by the continuous casting process. E. Cement for mortar shall conform to the requirements of AWWA C205; provided, that cement for mortar lining shall be Type II and mortar lining shall be Type ll. Fly ash or pozzolan shall not be used as a cement replacement. CSJC-PWD AUG 2006 113 15062 • 2.6 JOINT DESIGN A. GENERAL 1. The standard field joint for steel pipe shall be a single-welded lap joint. Joints shall be provided with taps for air testing. 2. Mechanically coupled, sleeve coupled, and flanged joints shall be required where shown. 3. Butt-strap joints shall be used only where required for closures or where shown. 4. The joints furnished shall have the same or higher pressure rating as the abutting pipe. 5. Shop-applied interior linings and exterior coatings shall be held back from the ends of the pipe as indicated or as otherwise acceptable to the PWD. 6. All joints shall be restrained joints and shall be field-welded on the inside. Designs shall include considerations of stresses induced in the steel cylinder, the joint rings, and any field welds, caused by thrust at bulkheads, bends, reducers, and line valves resulting from the design working pressure. All joints to be field welded for thrust restraint shall have the joint rings attached to the cylinder with double fillet welds. 2.7 CEMENT MORTAR LINING OF PIPE • A. General 1. Except as otherwise required, interior surfaces of all steel pipe, fittings, and specials shall be cleaned and lined in the shop with cement-mortar lining applied centrifugally in conformity with AWWA C205. 2. The progress of the application of mortar lining shall be regulated in order that all hand work, including the repair of defective areas is cured in accordance with the provisions of AWWA C205. 3. During the lining operation and thereafter, the pipe shall be maintained in a round condition by suitable bracing or strutting. 4. The lining machines shall be of a type that has been used successfully for similar work. 5. If lining is damaged or found faulty at delivery site, the damaged or unsatisfactory portions shall be replaced with lining conforming to these Specifications at no additional cost to the PWD. B. The minimum lining thickness shall be 3/4-inches for all pipe diameters. C. The pipe shall be left bare where field joints occur as indicated. Ends of the linings shall be left square and uniform. Feathered or uneven edges will not be permitted. D. Defective linings, as determined by the PWD, shall be removed from the pipe wall and shall be replaced to the full thickness required. Defective linings shall be cut back to a square shoulder in order to avoid feathered edged joints. • CSJC-PWD AUG 2006 114 15062 E. Cement-mortar for patching shall be the same materials as the mortar for machine lining, except that a finer grading of sand and mortar richer in cement shall be used when field inspection indicates that such mix will improve the finished lining of the pipe. F. For all pipe and fittings with plant-applied cement-mortar linings, the CONTRACTOR shall provide a polyethylene or other suitable bulkhead on the ends of the pipe and on all special openings to prevent drying out of the lining. All bulkheads shall be substantial enough to remain intact during shipping and storage until the pipe is installed. 2.8 CEMENT MORTAR COATING OF PIPE A. The exterior surfaces of pipe which will be exposed to the atmosphere inside structures or above ground shall be thoroughly cleaned and then given a shop coat of rust-inhibitive primer(8 mils). B. All pipe for buried service shall be coated with a 1-1/2-inch minimum thickness of reinforced cement-mortar coating. 1. Unless otherwise indicated, exterior surfaces of pipe or fittings passing through structure walls shall be cement-mortar coated from the center of the wall or from the wall flange to the end of the underground portion of pipe or fitting. — 2. Unless otherwise specified, the reinforcement for the coating of pipe sections may be spiral wire, wire fabric, or wire mesh in accordance with AWWA C205. 3. The welded wire fabric shall be securely fastened to the pipe with welded clips or strips of steel. 4. The wire spaced 2 inches on centers shall extend circumferentially around the pipe. The ends of reinforcement strips shall be lapped 4 inches and the free ends tied or looped to assure continuity of the reinforcement. 2.9 FABRICATION OF SPECIALS A. General 1. Specials and fittings shall conform to dimensions stipulated in AWWA C208. 2. Reinforcement for wyes, tees, outlets, and nozzles shall be designed in accordance with AWWA Manual M-11. Reinforcement shall be designed appropriately for pressure class 150 or 300. 3. Specials and fittings shall be equal in pressure design strength and shall have the same lining and coating as the adjoining pipe. 4. Unless otherwise specified, the minimum radius of elbows shall be 2.5 times the pipe diameter and the maximum miter angle on each section of the elbow shall not exceed 11-1/4 degrees. B. Fittings maybe fabricated from pipe that has been mechanically lined or coated. CSJC-PWD AUG 2006 115 15062 • C. Outlets 12-inch and smaller may be fabricated from Schedule 40 or heavier steel pipe in the standard outside diameters, i.e. 12-3/4 inch, 10-3/4 inch, 8-5/8 inch, 6- 5/8 inch, and 4-1/2 inch. The CONTRACTOR shall provide for an additional eight (8) 4-inch pipe connections in the lump sum bid amount. These connections will be located by the PWD on the CONTRACTOR's shop drawings, to facilitate the CONTRACTOR's testing and disinfections operations. D. The design of outlet reinforcement shall be in accordance with the procedures given in Chapter 12 of AWWA Manual M-11, except that the design pressure, P, used in the M-11 procedure shall equal the greater of 1.25 PW or 0.9376 Pt. Unless otherwise indicated, outlets 2 inches in diameter and smaller need not be reinforced. E. In lieu of saddle or wrapper reinforcement as required by the design procedure in Manual M-11, pipe or specials with outlets may be fabricated in their entirety of steel plate having a thickness equal to the sum of the pipe wall plus the required reinforcement. F. Steel welding fittings shall conform to ASTM A234. G. Lining • 1. All requirements pertaining to thickness, application and during of lining indicated for straight pipe shall apply to specials, with the following proviso. If the special cannot be lined centrifugally, it shall be lined by hand. In such case, the lining shall be reinforced with 2-in by 4-in No. 12 welded wire fabric positioned approximately in the center of the lining. The wires spaced 2-in on centers shall extend circumferentially around the pipe with the fabric securely fastened to the pipe. Splices shall be lapped 4 inches and the free ends tied or looped to assure continuity. 2. Outlets smaller than 4 inches in diameter shall be lined with liquid epoxy conforming to AWWA C210. Material shall be approved for domestic water use by the National Sanitation Foundation (NSF). Lining shall be applied in two equal coats of 8 mils, with a total dry film thickness of 16 mils minimum. H. Coating 1. All requirements pertaining to thickness, application and curing of coating for straight pipe shall apply to specials. Unless otherwise indicated, the coating on the buried portion of a pipe passing through a structure wall shall extend to the center of the wall or the wall flange, if one is indicated. I. Specials and fittings that cannot be mechanically lined and coated shall be lined and coated by hand-application, using the same materials as are used for the pipe and in accordance with applicable AWWA C602 Standards. Coating and lining applied in this manner shall provide protection equal to that indicated for the pipe. • CSJC-PWD AUG 2006 116 15062 J. Areas of lining that have been damaged by such fabrication shall be repaired by hand-applications in accordance with applicable AWWA C602 Standards. K. Flanges and blind flanges shall conform either to AWWA C207 class D, or ANSI 816.5 150-1 b class for class 150 and to AWWA C207 class F, or ANSI B16.2 250 Ib class for class 300 flanges. Flanges shall have flat faces with full face gaskets. Pipe flanges shall be attached with bolt holes straddling the vertical axis of the pipe unless applicable requirements of the above-referenced AWWA Standard C207. L. Ends for Mechanical-Type Couplings 1. Except as otherwise required, where mechanical-type couplings are indicated, the ends of pipe shall be banded with Type C collared ends using double fillet welds. Where pipe 12-inch and smaller is furnished in standard schedule thicknesses, and where the wall thickness equals or exceeds the coupling manufacturer's minimum wall thickness, the pipe ends may be grooved. M. Flanges of wall fittings, except those on which sluice gates are to be mounted, shall be faced, drilled and tapped to receive stud bolts. Drilling shall conform to ANSI B16.1, Class 125. The flanges of all wall fittings on which sluice gates are to be mounted shall be stress relieved after fabrication and prior to final machining. The manufacturer shall furnish certification that the stress relieving was — performed. Flanges of wall fittings which are connected to sluice gates shall be faced, drilled and tapped in accordance with the sluice gate manufacturer's recommendations. 2.10 SPECIAL COATING A. As shown on the construction plans, the pipeline shall receive a three-layer tape wrap coating on the pipe surface prior to the application of the cement mortar coating in accordance with AWWA C214, "Standard for Tape Coating Systems for the Exterior of Steel Water Pipelines". The tape wrap coating shall be "Holiday" tested by the manufacture and be free of holes and voids. After the tape wrap coating has passed the "Holiday" testing, the pipe shall receive a coating of cement mortar in accordance with AWWA C205, "Standard for Cement-Mortar Protective Lining and Coating for Steel Water Pipe — 4 in. and Larger— Shop Applied". 2.11 PIPING SCHEDULE PIPE DIA CLASS THICKNESS 24" 350 0.1325" (5/16") 24" 300 0.1325" (5/16") 24" 200 0.1325" (5/16") 24" 150 0.1875" (3/16") — CSJC-PWD AUG 2006 117 15062 • PIPE DIA CLASS THICKNESS 10" 300 0.125" (1/8") PIPE DIA CLASS THICKNESS 12" 300 0.1875' (3/16") 12" 200 0.125" (1/8") 12" 150 0.125" (1/8") PART 3 - EXECUTION 3.1 INSTALLATION OF PIPE A. Immediately before placing each section of pipe in final position for jointing, the bedding for the pipe shall be checked for firmness and uniformity of surface. B. When the pipe is being laid, it shall be turned and placed where possible, so that any slightly damaged portion will be on top. The damaged area shall be repaired for the protection of any exposed steel. C. All damaged areas along the pipe shall be repaired using materials and methods acceptable to the PWD. • D. Moderate deflections and long radius curves may be made by means of beveled joint rings, by pulling standard joints, by using short lengths of pipe, or a combination of these methods; provided that pulled joints shall not be used in combination with bevels. E. The maximum total allowable angle for beveled joints shall be 5 degrees per pipe joint. F. The maximum allowable angle for pulled joints shall be in accordance with the manufacturers recommendations or the angle which results from a 3/4 inch pull out from normal joint closure, whichever is less. G. All horizontal deflections or fabricated angles shall fall on the alignment. In locations where underground obstructions may be encountered, the chord produced by deflecting the pipe shall be no further than 6 inches from the alignment indicated. H. All vertical deflections shall fall on the alignment and at locations adjacent to underground obstructions, points of minimum earth cover, and pipeline outlets and structures. The pipe angle points shall match the angle points indicated. • CSJC-PWD AUG 2006 118 15062 I. For pipe wall thicknesses of 3/8-inch or less, the maximum radial offset (misalignment) for submerged arc and gas metal arc welded pipe shall be 0.1875 times the wall thickness or 1/16-inch, whichever is larger. J. For pipe wall thickness greater than 3/8-inch, the maximum radial offset shall be 0.1875 times the wall thickness or 5/32-inch, whichever is smaller. K. Bevels shall be provided on the bell ends. L. Mitering of the spigot ends will not be permitted. M. For pipe 42 inches in diameter and larger, pipe struts shall be left in place until backfilling operations have been completed. N. Struts in pipe smaller than 42 inches may be removed immediately after laying, provided, that the deflection of the pipe during and after backfilling does not exceed one (1) percent of the pipe outside diameter. After the backfill has been placed, the struts shall be removed and shall remain property of the CONTRACTOR. O. The openings of all pipe and specials where the pipe and specials have been cement-mortar lined in the shop shall be protected with suitable bulkheads to maintain a moist atmosphere and to prevent unauthorized access by persons, — animals, water or any undesirable substance. The bulkheads shall be so designed to prevent drying out of the interior of the pipe. The CONTRACTOR shall introduce water into the pipe to keep the mortar moist where moisture has been lost due to damaged bulkheads. 3.2 WELDED JOINTS A. General 1. Field welded joints shall be in accordance with AWWA C206. All joints shall be single welded, with taps provided for air testing. 2. Adequate space shall be provided for welding and inspection of exterior welds. 3. During installation of welded steel pipe in either straight alignment or on curves, the pipe shall be laid so that the lap joint clearance, at any point around the circumference of the joint, shall comply with the requirements of AWWA C206. 4. Butt straps, where used or required, shall be a minimum of 6 inches wide, the same thickness as the pipe wall and shall provide for a minimum of 3/4-inch lap at each pipe joint. 5. The pipe ends shall be cut straight on joints where butt straps are used for realignment, adjustment, or deflection, and fillet welds shall be made as indicated. CSJC-PWD AUG 2006 119 15062 • 6. After the pipe and pipe joint are properly positioned in the trench, the length of pipe between joints shall be backfilled to at least 1 foot above the top of the pipe. Care shall be exercised during the initial backfilling to prevent movement of the pipe and to prevent any backfill material from being deposited on the joint. 7. To control temperature stresses, the unbackfilled joint areas of the pipe shall be shaded from the direct rays of the sun by the use of properly supported openings, umbrellas, tarpaulins, or other suitable materials for a minimum period of 2 hours prior to the beginning of the welding operation and until the weld has been completed. Shading materials at the joint area shall not rest directly on the pipe but shall be supported to allow air circulation around the pipe. Shading of the pipe joints need not be performed when the ambient air temperature is below 45 degrees F. 8. Prior to the beginning of the welding procedure, any tack welds used to position the pipe during laying shall be removed. Any annular space between the faying surfaces of the bell and spigot shall be equally distributed around the circumference of the joint by shimming, jacking, or other suitable means. The weld shall then be made in accordance with AWWA C206. Where more than one pass is required, each pass except the first and final one shall be peened to relieve shrinkage stresses; and all dirt, slag, and flux shall be removed before the succeeding bead is applied. 9. As soon as practicable after welding of each joint, all field-welded joints shall • be tested by the liquid penetrant inspection procedure conforming to the requirements of ASTM E165 under Method "B" and "Leak Testing" All defects shall be chipped out, rewelded and retested. Upon retest, the repaired area shall show no leaks or other defects. 10.All welded joints, including butt strap connections, shall be air tested in the presence of the PWD. 11.Following tests of the joint, the exterior joint spaces shall be coated in accordance with these specifications after which backfilling may be completed. 3.4 JOINT COATING AND LINING A. The interior and exterior joint recesses shall be thoroughly wiped clean and all water, loose scale, dirt and other foreign material shall be removed from the inside surface of the pipe. B. The cement for joint grout and mortar shall be Portland cement acceptable under ASTM C150 and shall be of the same type used for the pipe coating. C. After the pipe has been laid and after sufficient backfill has been placed between the joints to hold the pipe securely in place, the outside annular space between pipe sections shall be completely filled with grout formed by the use of polyethylene foam-lined fabric bands. Welded wire fabric will be required over • butt splices and any joints wider than 6 inches. CSJGPWD AUG 2006 120 15062 D. The grout shall be composed of one part cement to not more than 2 parts sand, thoroughly mixed with water to a consistency of thick cream. E. The grout space prior to filling shall be flushed with water so that the surface of the joint to be in contact with the grout will be thoroughly moistened when the grout is poured. F. The joint shall be filled with grout by pouring from one side only, and shall be rodded with a wire or other flexible rod or vibrated so that the grout completely fills the joint recess by moving down one side of the pipe, around the bottom of the pipe and up the opposite side. Pouring and rodding the grout shall be continued to allow completion of the filling of the entire joint recess in one operation. G. Grouting of the outside joint spaces shall be kept as close behind the laying of the pipe as possible except that in no case shall grouting be closer than 3 joints of the pipe being laid. H. Grout Bands (Diapers) 1. The grout bands or heavy-duty diapers shall be polyethylene foam-lined fabric with steel strapping of sufficient strength to hold the fresh mortar, resist rodding of the mortar and allow excess water to escape. 2. The foam plastic shall be 100 percent closed cell, chemically inert, insoluble in water and resistant to acids, alkalis and solvents. 3. The fabric backing shall be cut and sewn into 9-inch wide strips with slots for the steel strapping on the outer edges. 4. The polyethylene foam shall be cut into strips 6 inches wide and slit to a thickness of 1/4-inch which will expose a hollow or open cell surface on one side. 5. The foam liner shall be attached to the fabric backing with the open or hollow cells facing toward the pipe. 6. The foam strip shall cover the full interior circumference of the grout band with sufficient length to permit an 8-inch overlap of the foam at or near the top of the pipe joint. 7. Splices to provide continuity of the material will be permitted. 8. The polyethylene foam material shall be protected from direct sunlight. I. The polyethylene foam-lined grout band shall be centered over the joint space with approximately equal widths extending over each pipe end and securely attached to the pipe with steel straps. After filling the exterior joint space with cement grout, the flaps shall be closed and overlapped in a manner that fully encloses the grout with polyethylene foam. The grout band shall remain in position on the pipe joint. J. Joint Lining _ CSJC-PWD AUG 2006 121 15062 • 1. After the backfill has been completed to final grade, the interior joint recess shall be filled with mortar of stiff consistency mixed in proportions of one part cement to 2 parts sand. 2. The mortar shall be tightly packed into the joint recess and troweled flush with the interior surface, and all excess shall be removed. 3. At no point shall there be an indentation or projection of the mortar exceeding 1/16-inch. 4. For pipe smaller than 24 inches in diameter, before the spigot is inserted into the bell, the bell shall be daubed with mortar containing one part cement to 2 parts sand. The spigot end then shall be forced to the bottom of the bell and excess mortar on the inside of the joint shall be swabbed out. K. The CONTRACTOR shall perform all work in a thorough and workmanlike manner by trained personnel, under the supervision of experienced personnel skilled in machine application of cement-mortar lining to pipelines of size comparable to this work. L. Curing of the in-place cement-mortar lining shall be in accordance with AWWA C602. M. The CONTRACTOR shall provide additional protective devices as required to ensure that the airtight covers, which maintain a moist condition in the pipeline, • are not damaged. N. Defective areas encompassing the full diameter of the pipe shall be replaced by machine wherever the length measured along the pipe centerline is greater than 5 feet; otherwise defective areas may be replaced by hand. END OF SECTION • CSJC-PWD AUG 2006 122 15062 STANDARD SPECIFICATIONS SECTION 15064 PVC PRESSURE DISTRIBUTION PIPE PART 1 - GENERAL A. Description This section includes materials, installation, and testing of polyvinyl chloride (PVC) distribution pipe. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 — 2. Jacked Casing: 02315 3. Concrete: 03300 4. Painting and Coating: 09900 5. Chlorination of Domestic water Mains for Disinfection: 15041 6. Hydrostatic Testing of Pressure Pipe: 15042 7. Ductile-Iron Pipe and Fittings: 15056 8. Combination Air Release and Vacuum Relief Assembly: 15089 9. Manual Valves: 15100 10. Domestic and Recycled Facilities Identification: 15151 C. Approved Manufacturers 1. J-M Manufacturing 2. Vinyltech 3. Pacific Westem 4. Certainteed D. Application 1. Water distribution mains 2. PVC pipe may be used as a valve can riser. CSJC-PWD AUG 2006 123 15064 • E. Reference Standard Conform to AWWA C900, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4-inch through 12-inch for Water Distribution", and AWWA C-905, "Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 14-inch through 48-inch for Water Transmission and Distribution," unless noted otherwise below. PART 2 - MATERIALS A. PVC Pipe 1. PVC pipe shall be manufactured in accordance with AWWA C900. The pipe shall have gasket bell end or plain end with elastomeric gasket coupling. 2. Laying lengths shall be 20 feet with the manufacturer's option to supply up to 15% random (minimum length 10 feet). 3. Each pipe length shall be marked showing the nominal pipe size and O.D. base, the AWWA pressure class, and the AWWA specification designation (AWWA C900 or C905). For domestic water application, the seal of the testing agency that verified the suitability of the material for such service shall be included. • 4. Pipe for recycled lines shall be marked as detailed in 15151. B. Fittings 1. Fittings shall be ductile-iron conforming to Section 15056. 2. Bell size shall be for Class 200 cast-iron equivalent PVC pipe, including the rubber-ring retaining groove. 3. All castings shall be marked Cl/PVC AWWA C110. C. Manual Valves Manual valves shall conform to Section 15100. D. Rubber Rings Rubber rings for use in the PVC couplings and fittings shall conform to the requirements of ASTM D 1869. E. Service Saddles All service saddles shall be designed for use on C900 OR C905 PVC pipe and in accordance with Section 15057. • CSJC-PWD AUG 2006 124 15064 F. Lubricants Lubricant for pipe insertion shall be food grade, and biodegradable. PART 3 - EXECUTION A. General 1. The contractor shall install all the pipe, closure sections, fittings, valves, and appurtenances shown including pipe supports, bolts, nuts, gaskets, and jointing materials. 2. At all times when the work of installing pipe is not in progress, all openings into the pipe and the ends of the pipe in the trenches or structure shall be kept tightly closed to prevent the entrance of animals and foreign materials. The contractor shall maintain the inside of the pipe clean, sanitary, and free from foreign materials until its acceptance by the PWD. 3. Where closure sections are required by the contractor's installation operations, the sections shall be installed in accordance with the applicable sections of these specifications. 4. The pipe sections shall be laid in the trench to true alignment and grade in accordance with the drawings. Where the grade is not shown, pipe shall have a cover of 36 inches in paved areas and 48 inches in unpaved areas. The PWD shall approve the pipe grade. 5. Lay pipe on curves at a radius not less than specified by the pipes manufacturer. B. Installation 1. Trenching, backfilling, and compacting shall be in accordance with Section 02223 and as specified herein. 2. Proper care shall be used to prevent damage in handling, moving, and placing the pipe. Tools and equipment satisfactory to the PWD Representative shall be provided and used by the contractor. 3. The contractor shall take all necessary precautions to prevent the pipe from floating due to water entering the trench from any source; shall assume full responsibility for any damage due to this cause; and shall pay for and perform the worts to restore and replace the pipe to its specified condition and grade if any displacement occurs due to floating. CSJC-PWD AUG 2006 125 15064 • 4. Place and compact a minimum of 4 inches of imported sand for the pipe base per Section 02223. 5. Excavate bell holes at each joint to permit proper assembly and inspection of the entire joint. 6. Pipe shall be cut by a method recommended in the pipe manufacturer's installation guide, and as approved by the PWD Representative. When pipe is cut and is to be joined to a cast-iron fitting or another piece of pipe the end shall be beveled in the field or place of manufacture to create a beveled end equal in quality to the machined ends of the pipe as furnished by the manufacturer. Such machining shall not result in undercutting the wall thickness and must be approved by the PWD Representative before installation. 7. All connecting parts of pipe, rings, couplings, and castings shall be cleaned before assembly. After bearing has been obtained, couplings shall be assembled in a proper manner (as determined by the PWD Representative). The use of excessive lubricant will not be permitted, and the assembly of the couplings and rings shall be in accordance with the manufacturer's recommendations. The pipe manufacturer shall supply lubricant and rubber rings. All fittings and valves shall have joints that • match the type of adjoining pipe. 8. All fittings and valves shall be supported so that the pipe is not subjected to the weight of these appurtenances. 9. Concrete thrust blocks of the size shown on the plan details and as specified herein shall be provided at the location of all cast-iron fittings, valves, fire hydrants, and end of line plugs. 10. Imported sand shall be used for backfill within the pipe zone per Section 02223. 11. Manual valves shall be installed in accordance with Section 15100. 12. Native earth backfill shall be placed and compacted within the trench zone in accordance with Section 02223. All backfill within 24 inches of a valve shall be clean, washed sand. C. Installations within Jacked Casino 1. Certain portions of the project, such as crossings of some roads, highways, and railroads, may be required to be installed within a jacked casing pipe. • 2. The casing size and type shall be in accordance with Section 02315. CSJC-PWD AUG 2006 126 15064 3. Work shall not proceed without permission of the PWD Representative. 4. Refer to Standard Drawing W-10 for details. D. Combination Air and Vacuum Relief Valves 1. Air release valve assemblies and combination air and vacuum valves shall be installed at each high point in the pipeline as shown on the drawings or as specified by the PWD Representative. 2. The tap for the air valves shall be made in a level section of pipe no closer than 18 inches to a bell, coupling,joint, or fitting. 3. Air release valve assemblies shall be installed in accordance with Standard Drawing W-16 and Section 15089. E. Blow Off Assemblies 1. Either in-line type or the end-of-line type blow off assemblies shall be installed in accordance with the standard drawings at low points and locations noted on the plans and at such additional locations as required by the PWD Representative for removing water or sediment from the pipeline. — 2. The assembly shall be installed in a level section of pipe. 3. The tap for blow off in the line shall be no closer than 18 inches to a valve, coupling,joint, or fitting unless it is at the end of the main. 4. Blow offs shall not be connected to any sewer, submerged in any stream, or installed in any manner that will permit back siphoning into the distribution system. 5. Blow offs shall be installed in accordance with Standard Drawing W-11 and the applicable sections of these specifications. F. Pipe Identification Warning and locator tape shall be installed on all on-site recycled water pipelines and domestic water piping installed within the limits of a recycled water irrigation system. The pipe identification shall be in accordance with Section 15151. G. Locator Wire A bare 14-gauge solid copper wire shall be placed continuously on the top center of the pipe. The wire shall not be spliced at any point, and shall be continuous _ CSJC-PWD AUG 2006 127 15064 • from riser to riser. The wire shall be brought to the surface at valve locations and shall be accessible by removing the valve can cover. The wire shall be brought up the outside of the valve well and folded over between the inside of the valve can and the valve well. The wire shall be brought to within 6 inches of finish grade. The wire will include 4 feet of slack. The wire shall also be tapped in place by means of a plastic adhesive tape, placed at 10-foot intervals. H. Thrust Blocks 1. Thrust blocks shall be constructed where shown on the drawings, or where directed by the PWD Representative and as specified herein. In general, thrust blocks will be placed at all angles greater than 5 degrees, at changes in pipe size, at fittings, at hydrant ells, and at valves. 2. The area and design of the bearing surface shall be per Standard Drawing W-14 and W-15. 3. The bearing surface shall be against undisturbed ground in all cases, except where unstable conditions are encountered. In unstable conditions, the bearing surface shall be as directed by the PWD Representative. 4. Unless otherwise directed by the PWD Representative, the blocking shall • be placed so that the pipe and fitting joints are accessible for repair. 5. Metal harness of tie rods and pipe clamps shall be used to prevent movement if shown on the plans or directed by the PWD Representative. 6. Exposed ferrous rods and clamps shall be coated with bituminous mastic per Section 09900. 7. Reinforcing steel tie-down rods shall be used on all line valves. 8. The depth of thrust blocks below valves shall conform to the size of the valve and shall be cut into the side of the trench a minimum of 12-inches on each side. 9. Concrete for thrust blocks shall be class B concrete per Section 03300. 10. Mechanical restraint systems may be used only with prior PWD approval. Such systems shall be coated with 30-mils dry film thickness of shop applied polyurethane coating. Materials and bolts shall be stainless steel in accordance with Sections 09900, and 15056. • CSJC-PWD AUG 2006 128 15064 1. Slope Protection 1. Slope protection shall be installed where shown on the plans in accordance with Section 03300, wherever the profile of the ground surface above the pipeline exceeds 20% and where no pavement or other surfacing is to be laid over the facility. 2. The installation of the slope protection shall be considered a part of the work, and the contractor shall include the expense in the contract cost. 3. A 2-sack cement slurry encasement may be used as directed by the PWD Representative. The encasement shall extend to within 1-foot of the ground surface and to within 1-foot of the toe of slope in which the pipe is constructed. J. Chlorination All pipelines shall successfully be chlorinated in accordance with Section 15041 prior to connection to the existing distribution system. K. Hydrostatic Testing All pipelines shall pass a hydrostatic pressure test in accordance with Section — 15042. END OF SECTION CSJC-PWD AUG 2006 129 15064 BLANK PAGE • • CSJC-PWD AUG 2006 130 15064 STANDARD SPECIFICATIONS SECTION 15072 ASBESTOS CEMENT DISTRIBUTION PIPE (6 Inch through 16 Inch) PART 1 - GENERAL A. Description This section includes the materials, installation and testing of asbestos cement distribution pipe. B. Related Work Described Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Jacked Casing: 02315 3. Concrete: 03300 4. Painting and Coating: 09900 5. Chlorination of Domestic water Mains for Disinfection: 15041 6. Hydrostatic Testing of Pressure Pipe: 15042 7, Ductile Iron Pipe and Fittings: 15056 8. PVC Pressure Distribution Pipe: 15064 9. Combination Air Release and Vacuum Relief Valve Assembly: 15089 10. Manual Valves: 15100 11. Domestic and Recycled water Facilities Identification: 15151 C. Referenced Standards 1. AWWA C400 "Asbestos-Cement Transmission Pipe 6 in. through 16 in. for Water and Other Liquids." 2. AWWA C401, "The Selection of Asbestos Cement Distribution Pipe, 6 in. through 16 in. for water and other liquids. CSJC-PWD AUG 2006 131 15072 • D. Approved Manufacturers 1. Asbestos Cement Pipe a. Certainteed b. Capco 2. Asbestos Cement Pipe Closure Systems a. J.M. Tuff-Link MOA b. Certainteed Closure Couplings and Lengths C. Capco Closure Couplings and Lengths 3. Asbestos Cement Pipe To Iron Pipe Transition Pieces a. Capco ACP to IP transition pieces PART 2 - MATERIALS A. Asbestos Cement Pipe • 1. ACP shall be of Class 150 or 200 as required. The pipe and couplings, shall comply with the latest edition of the following standards: AWWA C400 Pipe and Coupling Mfg. ASTM C296 Pipe and Coupling Mfg. ASTM C500 Pipe and Coupling Mfg. 2. Pipe shall be hydrostatically tested at the factory to 525 psi for Class 150 and 700 psi for Class 200 and will be so marked on each major length. 3. Acceptable ACP shall have common profiles for interchangeability between rough-barrel dimensions, machined pipe ends, couplings, and rubber rings so as to facilitate future repairs. Pipe ends shall be step machined to provide automatic end separation without the use of mechanical spacers. When assembled, the pipe will have only two rubber rings per coupling. 4. The manufacturer of each shipment of pipe may be required to supply a statement certifying that each length of pipe has been subjected to the tests specified for ACP, and has been found to meet all the requirements of the aforementioned AWWA standard and as specified herein. The certification shall be filed with the PWD Representative before unloading the pipe material at the job site, and the manufacture shall mark all pipe to • CSJC-PWD AUG 2006 132 15072 indicate that it has been subjected to and meets the certification requirements. 5. The pipe and couplings shall be carefully inspected for defects. Any length of pipe, couplings, sleeve, or rubber ring found to be defective in quality or material, or so damaged as to make repair and use impossible, shall be rejected and removed from the job site work the day the defect is discovered. In the event that a portion of a length of pipe is damaged, the damaged portion shall be cut off in an approved manner and discarded, and the remaining sound portions may be used after properly milling the pipe end. The contractor shall be responsible for any and all damage to materials, and shall pay the expense of repairing or replacing materials. 6. For 6 inches and larger, the standard length shall be 13 feet. Random lengths will not be allowed. Provide 6-1/2, 3-1/4, and 1-5/8 foot sections as required for closure sections and as shown on the plans. 7. Where the pressure class is not shown on the plans, all pipe shall be a minimum of Class 150 or as specified by the PWD Representative. B. Fittings 1. Ductile-iron fittings shall conform to Section 15056. 2. All ring-gasketed fittings shall have ring grooves that conform to the same dimensions and tolerances that the manufacturer of the pipe specifies for asbestos-cement couplings. Each groove shall be gauged for tolerance before arriving at the construction site. C. Rubber Rings Rubber rings for use in the ACP couplings and fittings shall conform to the requirements of ASTM D 1869. D. ACP Closure systems 1. PVC MOA a. PVC MOA's shall conform to Section 15064 except as modified herein. b. The outside diameter of PVC MOA's shall be the same as that of an ACP machined section. This dimension shall conform to AWWA C400. Table Al, dimension D2. Wall thickness shall conform to DR-18 for Class 150 and DR-14 for Class 200. CSJC-PWD AUG 2006 133 15072 • 2. ACP Closure Couplings and Lengths a. ACP Closure Couplings and Lengths shall conform with all require- ments of this specification. E. Lubricants Lubricant for pipe insertion shall be food grade, and biodegradable. PART 3 - EXECUTION A. General 1. The contractor shall install all the pipe, closure sections, fittings, valves, and appurtenances shown including pipe supports, bolts, Teflon coated nuts, gaskets, and jointing materials. 2. At all times when the work of installing pipe is not in progress, all openings into the pipe and the ends of the pipe in the trenches or structure shall be kept tightly closed to prevent the entrance of animals and foreign materials. The contractor shall maintain the inside of the pipe clean, sanitary, and free from foreign materials until its acceptance by the PWD. • 3. Where closure sections are required by the contractor's installation operations, the sections shall be installed in accordance with the applicable sections of these specifications. Field cutting of AC pipe for closure sections will not be permitted. 4. The pipe sections shall be laid in the trench to true alignment and grade in accordance with the drawings. Where the grade is not shown, pipe shall have a cover of 42 inches in paved areas and 48 inches in unpaved areas. The PWD shall approve the pipe grade. 5. The pipe shall not be laid along curves at a radius less than that listed as described below: The minimum-radius curves are determined by the limit of 2-degree deflection for asbestos-cement pipe joints with factory-assembled bell couplings: Length of Pipe Section Minimum Curve Radius 13.0 feet 370 feet 6.5 feet 185 feet • For curves of smaller radius, use ductile-iron fittings. CSJC-PWD AUG 2006 134 15072 B. Installation 1. Trenching, backfilling, and compacting shall be in accordance with Section 02223 and as specified herein. 2. Proper care shall be used to prevent damage in handling, moving, and placing the pipe. Tools and equipment satisfactory to the PWD Representative shall be provided and used by the contractor. All pipe, fittings, valves, and other pipeline materials shall be lowered into the trench in a manner that prevents damage, and the pipe shall not be dropped, dragged, or handled in a manner that will cause bruises, cracks, or other damage. Rubber rings for pipe joints shall be stored and protected in a proper manner (as determined by the PWD Representative) to prevent deterioration. 3. The contractor shall take all necessary precautions to prevent the pipe from floating due to water entering the trench from any source; shall assume full responsibility for any damage due to this cause; and shall, at his own expense, restore and replace the pipe to its specified condition and if before any displacement occurs due to floating. 4. Bearing shall be obtained by placing mounds of imported sand near the — ends of the pipe. These mounds shall extend across the trench; shall be at least 6 inches wide; and shall be high enough to ensure, after compac- tion, a clearance of at least 4 inches beneath the bottom of the pipe along its entire length. The mounds shall bring the pipe to true line and grade as shown on the plan and profile. The entire length of the pipe shall be bedded with imported sand and tamped well under and around the pipe at optimum moisture content. 5. Provide short pipe lengths and place a pipe joint within 3-1/4 feet of fittings, valves, encasement, vaults, and other structures to permit relative movement without cracking the pipe. 6. Pipe shall be cut with a special cutting tool specifically designed to minimize the creation of asbestos dust; as manufactured by the Pilot Manufacturing Company or equal, as approved by the PWD Representative. When pipe is cut and is to be joined to a cast-iron fitting, the end shall be machined in the place of manufacture to create a machined end equal in quality to the machined ends of the pipe as furnished by the manufacturer. Such machining shall not result in undercutting the wall thickness and must be approved by the PWD Representative before installation. Pipe cutting and machining will be permitted only when repairing on joining existing ACP, as determined by CSJC-PWD AUG 2006 135 15072 • the PWD Representative. All work shall be in accordance with OSHA procedures. 7. All connecting parts of pipe, rings, couplings, and castings shall be clean before assembly. After bearing has been obtained, couplings shall be assembled in a proper manner (as determined by the PWD Representative). The use of excessive lubricant will not be permitted, and the assembly of the couplings and rings shall be in accordance with the manufacturer's recommendations. The pipe manufacturer shall supply lubricant and rubber rings. All fittings and valves shall have joints that match the type of adjoining pipe. 8. All fittings and valves shall be supported so that the pipe is not subjected to the weight of these appurtenances. 9. Concrete thrust blocks of the size shown on Standard Drawings W-13, W- 14, W-15, & W-18, and as specified herein shall be provided at the locations of all cast-iron fittings, valves, fire hydrants, and end of line plugs. 10. Imported sand shall be used for backfill within the pipe zone per Section 02223. • 11. Manual valves shall be installed in accordance with Section 15100. 12. Closures in A. C. Piping shall be made using an approved ACP closure system. A PVC MOA closure section shall NOT be inserted into a fitting or valve. The exterior surface of a PVC MOA shall not be roughened. 13. The contractor shall remove all broken or excess pipe from the job site in accordance with proper disposal procedures. C. Installation within Jacked Casino 1. Certain portions of the project, such as crossings of some roads, highways, and railroads, may require installation within a jacked casing pipe. 2. The casing size and type shall be in accordance with Section 02315. 3. The method of casing spacer attachment, placement of casing, installation of pipe inside casing, closure of casing, and other work items shall be per Section 02315. 4. Work shall not proceed without permission of the PWD Representative. • CSJC-PWD AUG 2006 136 15072 5. Refer to Standard Drawing W-10. D. Combination Air and Vacuum Release Valves 1. Air release valve assemblies and combination air and vacuum valves shall be installed at each point in the pipeline as shown on the drawings or as specified by the PWD Representative. 2. The tap for the air valves shall be made in a level section of pipe no closer than 18 inches to a bell, coupling, joint, or fitting. No tap shall be permitted in any machined section of ACP. 3. Valves shall be installed in accordance with Standard Drawing W-16 and Section 15089. E. Blow Off Assemblies 1. Either in-line type or the end-of-line type blow off assemblies shall be installed in accordance with the standard drawings at locations noted on the plans and at such additional locations as required by the PWD Representative for removing water or sediment from the pipeline. 2. The assembly shall be installed in a level section of pipe. 3. The tap for blow off in the line shall be no closer than 18 inches to a valve, coupling, joint, or fitting unless it is at the end of the main. No tap will be permitted in any machined section of ACP. 4. Blow offs shall be installed in accordance with Standard Drawing W-11 and the applicable sections of these specifications. 5. Blow offs shall not be connected to any sewer, submerged in any stream, or installed in any manner that will permit back siphoning into the distribution system. F. Pipe Identification Warning and locator tape shall be installed on all recycled water pipelines and on-site domestic water piping. The pipe identification shall be in accordance with Section 15151. G. Locator Wire A bare 14-gauge solid copper wire shall be placed continuously on the top center of the pipe. The wire shall not be spliced at any point, and shall be continuous from riser to riser. The wire shall be brought to the surface at valve locations and — CSJC-PWD AUG 2006 137 15072 • shall be accessible by removing the valve can cover. The wire shall be brought up the outside of the valve well and folded over between the inside of the valve can and the valve well. The wire shall be brought to within 6 inches of finish grade. The wire will include 4 feet of slack. The wire shall also be tapped in place by means of a plastic adhesive tape, placed at 10-foot intervals. G. Thrust Blocks 1. Thrust blocks shall be constructed where shown on the drawings and as specified in the manufacturer's Instruction Manual or where directed by the PWD Representative and as specified herein. In general, thrust blocks will be placed at all angles greater than 5 degrees, at changes in pipe size, at fittings, at hydrant ells, and at valves. 2. The area and design of the bearing surface. shall be per Standard Drawings W-14 and W-15. 3. The bearing surface shall be against undisturbed ground in all cases, except where unstable conditions are encountered. In unstable conditions, ACP shall not be used. Fully restrained pipe will be used. 4. Unless otherwise directed by the PWD Representative, the backing shall • be placed so that the pipe and fitting joints are accessible for repair. 5. Metal harness of tie rods and pipe clamps shall be used to prevent movement if shown on the plans or directed by the PWD Representative. 6. Exposed non-steel rods and clamps shall be coated with bituminous mastic per Section 09900. 7. Reinforcing steel tie down rods shall be used on all in-line valves. 8. The depth of thrust blocks below valves shall conform to the size of the valve and shall be cut into the side of the trench a minimum of 12 inches on each side. 9. Concrete for thrust blocks shall be Class "B" per Section 03300. H. Locator Wire 1. A bare 14-gauge solid copper wire shall be placed continuously on the top center of the pipe. The wire shall not be spliced at any point, and shall be continuous from riser to riser. The wire shall be brought to the surface at valve locations and shall be accessible by removing the valve can cover. • CSJC-PWD AUG 2006 138 15072 2. The wire shall be brought up the outside of the valve well and folded over between the inside of the valve can and the valve well. The wire shall be brought to within 6 inches of finish grade. The wire will include 6 feet of slack. The wire shall also be tapped in place by means of a plastic adhesive tape, placed at 10-foot intervals. 1. Slope Protection 1. Slope protection and ductile pipe shall be installed where shown on the plans or wherever the profile of the ground surface above the pipeline exceeds 20%, and where no pavement or other surfacing is to be laid over the facility. 2. The installation of the slope protection shall be considered a part of the work, and the contractor shall include the expense in the contract cost. 3. A 2-sack cement slurry encasement may be used as directed by the-PWD Representative. The encasement shall extend to within 1-foot—of the ground surface and to within 1-foot of the toe of slope in which the pipe is constructed. J. Chlorination All pipelines shall be chlorinated successfully in accordance with Section 15041 prior to connection to the existing distribution system. K. Hydrostatic Testing All pipelines shall pass a hydrostatic pressure test in accordance with Section 15042. END OF SECTION CSJC-PWD AUG 2006 139 15072 BLANK PAGE • • CSJC-PWD AUG 2006 140 STANDARD SPECIFICATIONS SECTION 15089 COMBINATION AIR-RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PART 1 - GENERAL A. Description This section includes materials and installation of combination air and vacuum valves. Air release and vacuum relief assemblies to be provide and installed per AWWA C 512, unless noted otherwise in this section. B. Application 1. Air release and vacuum relief valves shall be installed at high points in continuous lines 10-inches and larger or as shown on the plans. 2. If the profile changes during construction from that shown on the drawings, the air and vacuum release valves shall be installed at the high points in — lines as constructed. 3. The installation shall be complete as shown on Standard Drawing W-16. C. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Concrete: 03300 2. Painting and Coating: 09900 3. Hydrostatic Testing of Pressure Pipelines: 15042 4. Copper, Brass and Bronze Pipe, Fittings and Appurtenances: 15057 5. Manual Valves: 15100 D. Approved Manufacturers 1. APCO Model 143C, and 145C 2. Val-Matic 3. Pipeline Products Company. — CSJC-PWD AUG 2006 141 • E. Air Release Valve Criteria 1. Air release shall be sized to accommodate the release of the maximum amount of entrained air that could be released in the system, as a function of the maximum differential in temperature and pressure which could result in air entrainment, or 2% of the volume of water passing through the system; whichever is greater. F. Vacuum Relief Criteria 1. The vacuum relief shall be sized to accommodate 200% of the normal flow. PART 2 - MATERIALS A. Combination Air and Vacuum Relief 1. Materials of construction for combination air and vacuum relief valves shall be as described below: Item Material Specification Body and Cover Cast iron • Ductile iron Float, Lever, Poppet Stainless steel ANSI Type 316 (ASTM A240 or A276) Seat Rubber Buna-N 2. Coat exterior of valves with one coat of primer and two coats of finish paint at the place of manufacture, applied per Section 09900. 3. Coat interior of valves with epoxy at the place of manufacture in accordance with Section 09900. B. Steel Vented Pipe Vertical Cover 1. The steel vented pipe vertical cover shall be manufactured from 12-gauge steel or approved equal. C. Service Piping Water service piping utilized in the installation of the combination air and vacuum relief valve shall be Type K copper with bronze accessories per Section 15057. D. PVC Pipe PVC pipe nipple shall be Class C900 or C905 as described in Section 15064, • Schedule 80. CSJC-PWD AUG 2006 142 PART 3 - EXECUTION A. Location 1. Air release valve assemblies and combination air and vacuum valves shall be installed at each point in the pipeline as shown on the drawings or as specified by the PWD Representative. 2. The tap for the air valves shall be made in a level section of pipe no closer than 18 inches to a bell, coupling, joint, or fitting. 3. The center of the PVC sleeve shall be, except as otherwise approved by the PWD Representative, located as shown on Standard Drawing W-16 as described below: a. Where concrete curb or asphalt concrete (AC) berm exists or is to be constructed, and the sidewalk is next to the property line; 2 feet 1 inch back of the face of the curb. b. Where 6-foot wide or narrower sidewalk is to be installed or exist next to the curb; 10 inches back of sidewalk edge. Where there is insufficient Public Right-of-Way behind of the sidewalk, an easement will be required. C. Where there is no curb or berm, the location shall be designated by the PWD Representative. B. Installation 1. Air release assemblies and combination air and vacuum valves shall be installed in accordance with Standard Drawing W-16. 2. The tap and piping shall be installed per Section 15057. 3. The concrete pad and support shall be constructed per Section 03300. 4. Clean threaded joints by wire brushing or swabbing. Apply Teflon joint compound or Teflon tape to pipe threads before installing threaded valves. Joints shall be watertight. 5. The air and vacuum relief valve and the steel vented pipe cover shall be painted in accordance with Section 09900. The final coat of paint shall be applied immediately prior to the final inspection. CSJC-PWD AUG 2006 143 • 6. A bronze ball valve with handle shall be installed on the copper service line above the concrete slab. 7. A PVC nipple shall be installed between the shutoff valve and the air release valve. C. Valve Pressure Testing 1. Test valves at the same time that the connecting pipelines are pressure tested. See Section 15042 for pressure testing requirements. 2. Protect or isolate any parts with a pressure rating is less than the test pressure. END OF SECTION • CSJC-PWD AUG 2006 144 SECTION 15096 WALL PIPES, FLOOR PIPES AND PIPE SLEEVES PART 1 - GENERAL 1.1 DESCRIPTION A. Scope: 1. CONTRACTOR shall provide all labor, materials, equipment and incidentals as shown, specified and required to furnish and install all floor pipes, pipe sleeves, wall pipes, other wall pieces, and escutcheons. B. Related Sections specified elsewhere: 1. Section 03300, Cast-In-Place Concrete. 2. Division 15, Sections on Piping and Valves. 1.2 QUALITY ASSURANCE A. Reference Standards: Comply with applicable provisions and recommendations of the following except as otherwise shown or specified. 1. ANSI B16.1, Cast-Iron Pipe Flanges and Flanged Fittings. 2. ANSI B16.4, Cast-Iron Threaded Fittings. — 3. AWWA C104 (ANSI A21.4), Cement-Mortar Lining for Ductile-Iron Pipe and Fittings for Water. 4. AWWA C110 (ANSI A21.10), Ductile-Iron and Gray-Iron Fittings, 3-in. Through 48-in., for Water and Other Liquids. 5. AWWA C111 (ANSI A21.11), Rubber-Gasket Joints for Ductile-iron and Gray-Iron Pressure Pipe and Fittings. 6. AWWA C115 (ANSI A21.15), Flanged Ductile-Iron and Gray-Iron Pipe with Threaded Flanges. 7. AWWA C151 (ANSI A21.51), Ductile-Iron Pipe, Centrifugally Cast in Metal Molds or Sand-Lined Molds, for Water or Other Liquids. 8. AWWA C200, Steel Water Pipe 6 Inches and Larger. 11. ASTM A123, Floor and Wall Sleeves. 1.3 SUBMITTALS The following shall be submitted in compliance with section 01300. A. Shop Drawings: Submit for approval the following: 1. Detailed drawings and data on all wall and floor pipe, and pipe sleeves. Submit and coordinate these with Shop Drawings required for all piping systems. CSJC-PWD AUG 2006 145 15096 . 1.4 PRODUCT DELIVERY, STORAGE AND HANDLING A. Refer to Section 15051, Buried Piping Installation, and Section 15052, Exposed Piping Installation. PART 2 - PRODUCTS 2.1 MATERIALS A. Wall and Floor Pipes: 1. Material: Same as specified for the piping connected to wall or floor pipe, unless otherwise approved by PWD. 2. End Connections: As shown or approved. 3. Thickness: Same as specified for the piping connected to wall or floor pipe. 4. Collars: Provide collars at mid-point of wall for anchorage and water tightness. 5. Pipes ends shall be flush with wall face unless otherwise shown. 6. Flanged ends and mechanical joint bells shall be drilled and tapped for studs. Provide studs of same material as connected piping except buried studs shall be of Type 316 stainless steel. 7. Length: Wall fittings shall be equal to the thickness of the wall in which they are installed plus the exterior projection required for joint connections. • 8. Steel pipe which is cast into walls shall have a collar at mid-point of wall for anchorage and water tightness, as shown or as required. B. Pipe Sleeves: 1. Ferrous and Plastic Pipe: Use standard weight galvanized steel pipe unless otherwise shown. 2. Size sleeves to provide annular space required to accommodate mechanical 3. Link-type seals that are used. C. Cast Wall Sleeves: 1. Material: Ductile iron furnished with integral wall collar. 2. Dimensions: As required for mechanical joint pipe to pass through sleeve. Length as required. D. Mechanical Seals: Provide link-type mechanical seals in pipe sleeves with adjusting bolts suitable for 20 psi working pressure. 1. Type: Mechanical seals through non-fire rated walls: a. Pressure Plate: Glass reinforced nylon plastic. b. Bolts and Nuts: 18-8 stainless steel. c. Sealing Element: EPDM rubber. • CSJC-PWD AUG 2006 146 15096 2. Type: Mechanical seals through fire-rated walls; two independent mechanical seal assemblies required: a. Pressure Plate: Low carbon steel, galvanized. b. Bolts and Nuts: Low carbon steel, galvanized. c. Sealing Element: Silicone rubber. 3. Product and Manufacturer. Seals shall be as manufactured by: a. Thunderline Corporation. b. Or equal. PART 3 - EXECUTION 3.1 INSTALLATION A. Wall Pipes: Install as shown and in accordance with approved Shop Drawings. B. Pipe Sleeves: 1. Use sleeves wherever pipes pass through walls, partitions, floors, and roofs unless otherwise shown. 2. All sleeves through floor slabs shall extend a minimum of 2 inches above finished floor. 3. Anchor sleeves to concrete and masonry walls as shown or otherwise approved. 4. Sleeves through walls shall be flush with wall face. — 5. All pipe joints and annular spaces in exterior walls or walls subjected to hydrostatic pressure shall be completely watertight. 6. Use link type seals to seal sleeve against hydrostatic pressure. Size Sleeves to provide annular space required to suit link type mechanical seals that are used. 7. Do not install sleeves and pipes through structural members unless specifically shown and approved by PWD. 8. Size sleeves to provide annular space as follows: Annular Space Pie Size Requirement Less than 2-in. 1/2-in. To 3/4-in. 2-in. To 4-in. 3/4-in. To 1-1/4-in. 6-in. To 12-in. 1-1/4-in. To 2-in. Over 12-in. 2-in. To 3-in. 9. Seal annular spaces between pipe and sleeve material with non-shrink epoxy grout material. C. Install wall and ceiling plates in accordance with the manufacturer's recommendations and the approved Shop Drawings. END OF SECTION _ CSJC-PWD AUG 2006 147 15096 BLANK PAGE • • CSJC-PWD AUG 2006 148 15096 STANDARD SPECIFICATIONS SECTION 15100 MANUAL VALVES PART 1 - GENERAL A. Description This section includes materials, testing, and installation of manually operated valves and detector check valves. Manual valves to be supplied and installed per applicable sections of AWWA C500, unless noted otherwise below. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Painting and Coating: 09900 4. Hydrostatic Testing of Pressure Pipelines: 15042 5. Ductile-Iron Pipe and Fittings: 15056 6. Domestic and Recycled water.Facilities Identification. 15151 C. Aooroved Manufacturers and Models 1. Gate Valves -Abovearound Smaller Than 3 Inch Crane 438 Stockham 103 2. Gate Valves- Buried Smaller Than 3 Inch StockhamG-739, or G-745 Kennedy 597X or 561X Mueller 3. Gate Valves- 3 Inch and Lamer Mueller, Series A-2380 - CSJC-PWD AUG 2006 149 15100 • Clow, List 14 M&H Kennedy 4. Butterfly Valves Pratt Groundhog Keystone DeZurik 5. Resilient Wedge Gate Valves: 4 Inch through 12 Inch Clow RW F6100 American Flow Control Series 500 M & H Kennedy American AVK Co. 6. Tapping Sleeves JCM 432 Powerseal 3490 Cascade Waterworks CST-EX 7. Valve Boxes • Domestic water Brooks Products No. 3RT Eisel Enterprises Inc., #10-VB Recycled water Brooks Products No. 4 TT Eisel Enterprises Inc., #4TT-VB 8. Detector Check Valves All units must be in the latest edition of the list of approved backflow devices as supplied by the "Foundation for Cross Connection Control and Hydraulic Research" by the U.S.C. school of engineering. D. Reference Standards Valves shall conform, as applicable, with the latest editions of the following codes and standards. AMA C500 Gate Valves AWWA C504 Rubber-Seated Butterfly Valves AWWA C509 Resilient Wedge Gate Valves • ASTM B62 Composition Brass or Ounce Metal CSJC-PWD AUG 2006 150 15100 Castings Ductile Iron Castings for Valves Ductile Iron Pipe Flanges ASTM D 429 Tests for Rubber Property-Adhesion to Rigid Substrates E. Flanged End All valves connecting to mains shall be flanged on both sides to allow for the use of test plates during the pressure testing. F. Single Type of Valve The developer shall choose an approved valve and then use only that valve throughout the development. G. Detector Check Assembly 1. Valves for the Detector check assembly are to be part of an integral unit, assembled by the detector check manufacturer. H. Butterfly Valves Butterfly valves shall only be used on lines 14 inches and larger or as specifically shown on the plans. I. Resilient Wedge Valves Resilient wedge valves shall be used on all pressure class 150 lines 4 inch through 12 inch. PART 2 - MATERIALS A. General 1. Valves shall be installed complete with operating hand wheels or levers, extension stems, worm gear operators, operating nuts, and wrenches required for operation. 2. Valves shall have the name of the manufacturer and the size of the valve cast or molded onto the valve body or bonnet or shown on a permanently attached plate. 3. Valve body and trim casting shall be of domestic origin. - CSJC-PWD AUG 2006 151 15100 4. Body bolts for all buried valves shall be 316, or 18-8 stainless steel. B. Valve Operators. 1. Provide lever or wrench operators having adjustable, "position indicator" for exposed valves smaller than 6 inches. 2. Provide 2-inch AWWA operating nuts for buried and submerged valves. 3. Provide gear operators on butterfly valves 6 inches and larger. Gear operators for valves 8 inches through 20 inches shall be of the worm and gear, or of the traveling nut type. 4. Gear operators shall be enclosed, suitable for running in oil with seals provided on shafts to prevent entry of dirt and water into the operator. Gear operators for valves located above ground or in vaults and structures shall have hand wheels. Minimum hand wheel diameter shall be 12 inches. The operator shall contain a dial indicating the position of the valve disc or plug. Gear operators for buried or submerged valves shall have 2-inch square AWWA • operating nuts. 5. For buried or submerged service, provide watertight shaft seals and watertight valve and actuator cover gaskets. Provide totally enclosed operators designed for buried or submerged service. 6. Traveling nut and worm and gear operators shall be of the totally enclosed design so proportioned as to permit operation of the valve under full operating head with a maximum pull of 80 pounds on the hand wheel or crank. Provide stop limiting devices in the operators in the open and closed positions. Operators shall be of the self-locking type to prevent the disc or plug from creeping. Design operator components between the input and the stop-limiting devices to withstand without damage a pull of 200 pounds for hand wheel or chain wheel operators and an input torque of 300 foot- pounds for operating nuts when operating against the stops. 7. Operators on buried valves shall produce the required torque on the operating nut with a maximum input of 150 foot-pounds. 8. Valve operators, hand wheels, or levers shall open by turning counterclockwise. • CSJC-PWD AUG 2006 152 15100 C. Painting and Coating 1. Coat metal valves (except bronze and stainless-steel valves) located above ground or in vaults and structures in accordance with Section 09900. Apply the specified prime coat at the place of manufacture. Apply finish coat in field. Finish coat shall match the color of the adjacent piping. Coat hand wheels the same as the valves. 2. Coat the exterior of buried metal valves at the place of manufacture per Section 09900. 3. Valves 4 inches and larger shall be 100% powder epoxy fusion bonded coated on their interior metal surfaces excluding seating areas and bronze and stainless-steel pieces in accordance with AWWA C550 and these specifications. The coating materials used must be NSF or UL approved. Sandblast surfaces in accordance with SSPC SP-5 Coat the interior ferrous surfaces using one of the following methods: a. Apply powdered thermosetting epoxy (3M Scotchkote 206N or 134 or equal) per the manufacturer's application recommendations to a thickness of 8 to 10 mils. b. Where, in the Engineer's opinion, because of the nature of the item being coated it would be impossible to use the fusion-bonded powder epoxy method without causing damage to the item, the use of a liquid epoxy, factory applied by the manufacturer of the item being coated, will be permitted. Said liquid epoxy shall be as specified herein. The use of liquid epoxy other than those specified, including the equipment manufacturer's proprietary coating system, must be reviewed and approved by the Engineer prior to use. All valve coatings shall be factory applied. Coating applied by the valve distributor will not be permitted. D. Valves Aboveground Ball Valves 3 Inches and Smaller 1. Aboveground threaded end ball valves, 1/4 inch through 3 inches, for water service shall be non-rising stem, screwed bonnet, solid wedge disc type having a minimum working pressure of 220 psi. 2. Materials of construction shall be as described below: — CSJC-PWD AUG 2006 153 15100 Component Material Specification Body Bronze ASTM B 62 Bonnet Bronze ASTM B 62 Disc Bronze ASTM B 62 Stem Bronze or copper silicon ASTM B 62, B 99 (Alloy 651), B 584 B 371 (Alloy 694) 3. Stem material shall have a minimum tensile strength of 60,000 psi and minimum yield strength of 30,000 psi. 4. Hand wheels shall be brass. 5. Packing shall be Teflon. E. Buried Gate Valves Smaller Than 3 Inches 1. Buried gate valves for air or water service shall be iron body, bronze • mounted, non-rising stem type, double disc, parallel seat, and shall have a working pressure of at least 200 psi. 2. Valves shall have flanged or threaded ends to match the pipe ends. 3. Valves shall have a 2-inch AWWA operating nut. 3. Materials of construction shall be as described below: Component Material Specification Body, Bonnet, Cast iron or stuffing Box Ductile iron - Operating Nut, Bonnet Bolts 316 stainless - Stuffing Box Bolts 316 stainless -- • CSJC-PWD AUG 2006 154 15100 Discs, Disc Nut, Bronze ASTM B 62 Disc Ring, Seat Ring O-Rings Synthetic rubber ASTM D2000 Stem Copper silicon or ASTM B 584, manganese bronze Alloys C86200, C86300, C86400, C87500, or C87600 F. Gate Valves 3 Inches and Larger 1. Valves shall conform to AWWA C500 and the following. 2. Gate valves shall be designed for a working pressure of 150 psi or 250 psi as required. 3. Valves shall be ductile iron bodied, solid bronze internal working parts, parallel faced, bottom wedging double-discs, non-rising stem opening to the left, O-Ring seals, and a 2-inch-square operating nut. 4. Materials of construction shall be as described below: Component Material Specification. Body, BonnetCast iron or -- Ductile iron Operating Nut, Stuffing Box Bonnet Bolts Stainless steel Type 316 Stuffing Box Bolts Stainless steel Type 316 Bolts Interior Parts, Bronze ASTM B 62 Discs O-Rings Synthetic rubber ASTM D2000 5. Gate valve stems shall be of low zinc content (2%), having a minimum tensile strength of 70,000 psi, a yield strength of 40,000 psi, and 12% elongation in 2 inches. The stem is to be visibly marked so that it meets this requirement. _ CSJC-PWD AUG 2006 155 15100 6. Furnish gate valves with ends as specified on plans or by the PWD Representative. G. Tapping Valves 1. Tapping valves shall conform with all requirements for gate valves 3 inches and larger and the additional requirements listed herein. 2. All valve ends shall be flanged. The flange on one end shall have slotted boltholes to fit all standard tapping machines. 3. Seat rings shall be oversized to permit the use of full-size cutters. 4. Resilient wedge valves may be used as tapping valves. Provided that the disk fully retracts to produce a full port opening. H. Taooing Sleeves 1. Tapping sleeves shall be full circle stainless steel. 2. Gaskets shall be Buna-N rubber with a wide cross section. • 3. All bolts nuts, and washers shall be Type 316 stainless steel; nuts shall be 316 stainless steel, and Teflon coated, Tripac 2000 or approved equal. I. Butterfly Valves 1. Butterfly valves shall be short body, conforming to AWWA C504, Class 150. Minimum working differential pressure across the valve disc shall be 150 psi unless specified otherwise on the drawing. 2. Butterfly valves shall be furnished and installed with the type of ends as shown on the plans and as herein specified. Wafer style valves will not be permitted. 3. Each valve body shall be tested under a test pressure equal to twice its design water working pressure. 4. Valves shall be bubble tight at rated pressures and shall be satisfactory for throttling service and frequent operation after long periods of inactivity. Valve discs shall rotate 90 degrees from the full-open position to the tight- shut position. 5. Flanged ends shall be ductile iron, class 250. • CSJC-PWD AUG 2006 156 15100 6. Valve shafts shall be Type 316 stainless steel with Type 316 stainless-steel journals and static seals. Valve shafts shall be dual stub shafts or a one- piece shaft extending completely through the valve disc. 7. Materials of construction shall be as described below: Component Material Specification Body Cast iron or ductile iron Exposed Body 316 Stainless steel Capscrews, 316 Stainless steel Bolts 316 Stainless steel Teflon coated, Tripac 2000 or approved equal Discs Cast iron ductile iron, or Ni-Resist 8. The rubber seat shall be an integral part of the valve body. Rubber seats fastened to the disc by any means shall not be permitted. J. Resilient-Seated Gate Valves 1. Valves shall conform to AWWA C509 and the requirements listed herein. 2. All valves shall be bubble tight at 200 psi working pressure. 3. Valves shall have non-rising low zinc stems, opening by turning left and provided with 2-inch-square operating nut. Outside stem and yolk valves shall be used on backflow device shutoff valves. 4. Each valve shall have a smooth unobstructed waterway free from any sediment pockets. 5. Stuffing boxes shall by O-ring seal type with two rings located in stem. 6. Low friction torque reduction thrust bearings shall be located both above and below the stem collar. CSJC-PWD AUG 2006 157 15100 • 7. Materials of Construction shall be as described below: Component Material Specification Body, Operating Cast Iron ASTM A 126 Nut Bonnet, Seal of Ductile Iron Class B Plate Gate Cast Iron Ductile Iron Bonnet and Seal 316 Stainless Steel Bolts O-Rings Synthetic Rubber ASTM D2000 8. All internal working parts (excluding gate) shall be all bronze containing not more than 2 percent aluminum or more than 7 percent zinc. Valve stems shall be cast or forged from bronze having a tensile strength of not less than 60,000 psi, a yield point of not less than 30,000 psi, and an elongation of not less than 10 percent in 2 inches. • 9. All gates shall be encapsulated in Buna-S rubber or nitrile elastomer. K. Bolts and Nuts for Flanged Valves Bolts and nuts for flanged valves shall be stainless steel in accordance with Section 15056. L. Gaskets Gaskets for flanged end valves shall be as described in Section 15056. M. Valve Boxes for Buried Valves 1. Valve extension pipe material shall be 8-inch PVC pipe. 2. Design cast iron cap to rest within a frame on a cast-in-place concrete ring surrounding the valve extension pipe; size the tapered skirt of the cap for a close fit inside the upper sleeve portion of the valve box. Caps for the domestic water system shall be circular with the word "WATER" cast on the cap. Caps for the recycled water system shall be triangular with "NDW" cast on the cap. Coat the cap and frame with asphalt or coat-tar paint. • CSJC-PWD AUG 2006 158 15100 N. Extension Stems for Buried Valve Operators 1. Where the depth of the valve is such that its centerline is more than 4 feet below grade, provide operating extension stems to bring the operating nut to a point 24 to 36 inches below the surface of the ground and/or box cover. 2. Extension stems shall be steel and shall be complete with 2-inch-square operating nut. 3. Valve stem extensions shall be of a solid design (no pinned couplings permitted)with guides. 4. Valve extensions shall conform to Standard Drawing W-9. PART 3- EXECUTION A. Joints 1. Bolt holes of flanged valves shall straddle the horizontal and vertical centerlines of the pipe run to which the valves are attached. Clean the flanges by wire brushing before installing flanged valves. Clean flange bolts and nuts by wire brushing, lubricate threads with oil and graphite, and tighten nuts uniformly and progressively. If flanges leak under pressure testing, loosen or remove the nuts and bolts, reseat or replace the gasket, reinstall or retighten the bolts and nuts, and retest the joints. Joints shall be watertight. 2. Clean threaded joints by wire brushing or swabbing. Apply Teflon joint compound to Teflon tape to pipe threads before installing threaded valves. Joints shall be watertight. 3. The contractor shall inspect rubber ring grooves of valves before installation for ridges or holes that would interfere with the rubber ring. Interferences with the rubber ring shall be corrected to a satisfactory connection or the valves replaced, as required by the PWD. (All valves shall have the same rubber-ring groove profile as the groove of the pipe couplings fumished with the pipe.) B. Butterfly Valve Operators Butterfly valves shall be installed with the operators on the street centerline side of the pipeline or in the position shown in Standard Drawing W-13. CSJC-PWD AUG 2006 159 15100 • C. Exterior Protection 1. All exposed flanges and other metal surfaces and all damaged coatings shall be coated after assembly with bituminous mastic per Section 09900. 2. Wrap buried valves with 8-mil polyethylene wrap per AWWA C105. D. Concrete Supports 1. Valves shall be anchored in concrete as shown in Standard Drawing W-13. 2. Concrete supports will not be required under valves bolted to flanged fittings. 3. Temporarily support valves with wooden skids until permanent supports are poured so that the pipe is not subjected to the weight of the valve. 4. All concrete anchors and thrust blocks specified or required by the PWD Representative are considered as part of the pipeline installation. E. Valve Boxes • 1. Valve boxes shall be firmly supported and shall be kept centered and plumb over the operating nut of the valve. 2. Beveled sections of pipe will not be allowed at the top of the valve extension pipe. The top cut shall be square and machine made. 3. During the construction of new tracts, the valve extension pipes for "key valves" shall extend well above the ground level to permit ease of location in case of emergency shutoffs. 4. The box cover shall be flush with the surface of the finished pavement or at any other level designated by the PWD Representative. F. Backfill 1. All backfill within 24 inches of a valve shall be clean, washed sand. 2. Backfill is to be placed and compacted in accordance with Section 02223. G. Valve Leakage Testing 1. Test valves for leakage at the same time that the connecting pipelines are tested. See Section 15042 for pressure testing requirements. • CSJC-PWD AUG 2006 160 15100 2. Valves shall have a pressure rating higher than or equal to the test pressure. H. Taooina Sleeves Tapping valves shall be installed per PWD standard detail W-22, and as modified below. 1. The tapping sleeve shall be installed in accordance with the manufacturer's instructions and to the satisfaction of the PWD Representative. 2. The pipe barrel shall be thoroughly cleaned with a wire brush to provide a smooth, hard surface for the sleeve. 3. The sleeve shall be supported independent of the pipe during the tapping operation. 4. The sleeve shall be pressure tested in the presence of the PWD Representative prior to tapping. 5. Thrust blocks shall be provided at the tapping sleeve. 6. Size on size taps will not be permitted. For size on size connections a — "Tee" is to be cut in. END OF SECTION CSJC-PWD AUG 2006 161 15100 BLANK PAGE • • CSJC-PWD AUG 2006 162 15100 STANDARD SPECIFICATIONS SECTION 15112 BACKFLOW PREVENTERS PART 1 - GENERAL A. Description This section includes materials, installation, and testing of backflow prevention assemblies. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Concrete: 03300 — 2. Ductile-Iron Pipe and Fittings: 15056 3. Copper, Brass, and Bronze pipe, Fittings, and Appurtenances: 15057 4. Manual Valves: 15100 5. Meters: 15150 C. Approved Assemblies The backflow prevention assembly shall be included in the latest edition of the "List of Approved Backflow Prevention Assemblies," Foundation for Cross-Connection Control and Hydraulic Research, University of Southern California, School of Engineering. D. Application 1. A backflow prevention device shall be installed at all locations where the potential for a backflow condition into the PWD's domestic water mains exists. 2. The type of device required depends on the level of potential hazard that exists. CSJC-PWD AUG 2006 163 15112 • E. Double Check Detector Check Assembly, or Reverse Pressure Principle Assembly 1. A double check detector check assembly, or reverse pressure principle assembly (RPPA) shall be at all buildings meeting one or more of the following requirements: a. Three stories or higher. b. Having a private on-site fire protection system or a private on-site distribution system with two or more separate connections to the PWD's domestic water mains. 2. The PWD will maintain only the upstream mainline shut-off valve and service to the point of connection of the assembly and the by-pass meter. 3. The PWD Backflow Prevention Specialist, will make the final determination of, and what type of backflow device is required. PART 2 - MATERIALS A. Shut-Off Valves . 1. The shut-off valves for assemblies 3-inch and larger shall be resilient seat gate valves conforming to Section 15100. Ball valves shall be used on assemblies smaller than 3-inch. 2. Shut-off valves shall have outside stems and yokes. B. Ductile Iron Piping and Fittings Ductile iron piping and fittings shall be furnished and installed in accordance with Section 15056. C. Concrete Concrete thrust blocks and supports shall be in conformance with Section 03300. D. By-Pass Piping By-pass piping shall be copper or brass conforming to Section 15057. E. Backflow Prevention Assembly All backflow prevention assemblies shall conform to the latest edition of AWWA • C506 and the "Manual of Cross-Connection Control", Foundation for Cross- CSJC-PWD AUG 2006 164 15112 Connection Control and Hydraulic Research, University of Southern California, School of Engineering. F. By-Pass Meter The by-pass meter shall conform to the requirements of Section 15150 and shall be compatible with the backflow device on which it is installed. The backflow prevention assembly and the by-pass meter shall be furnished as one complete unit. All by-pass meters shall be 5/8-inch by 3/4-inch. G Corrosion Protection: Backflow prevention assemblies shall be epoxy lined and coated in accordance with these specifications. PART 3 - EXECUTION A. Installation Installation of the double detector check assembly, or a reduced pressure principle assembly will be per PWD standard drawing W-17, and W-19 respectively, and as noted below. 1. Installation shall comply with the latest plumbing codes and applicable local agency requirements. 2. Installation shall comply with the requirements of the latest edition of the Manual of Cross-Connection Control. B. Testing 1. Upon completion of the installation of the device, a test shall be performed and a certificate of the adequacy and operational compliance shall be furnished to the PWD. The tests shall be performed by a testing agency approved by the Orange County Health Department. END OF SECTION CSJC-PWD AUG 2006 165 15112 • BLANK PAGE • CSJC-PWD AUG 2006 166 STANDARD SPECIFICATIONS SECTION 15139 FIRE HYDRANTS PART 1 - GENERAL A. Description This section includes the materials, installation and testing of fire hydrants. Hydrants shall be supplied and installed per PWD standard drawings W-6 and W- 7, AWWA C 503 and as described here in. B. Related Work Described Elsewhere All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Painting and Coating: 09900 4. Hydrostatic Testing of Pressure Pipelines: 15042 5. PVC Pipe and Fittings: 15064 6. CML&C Pipe and Fittings: 15062 7. DIP Pipe and Fittings: 15056 8. Manual Valves: 15100 C. Approved Types 1. Wet Barrel Hydrants a. Residential Use James Jones 3700 (Hydrant Head and Fluted Spool), Clow 2050 American AVK 2470 b. Commercial and Industrial Use James Jones 3775 (Hydrant Head and Fluted Spool), or Clow 2065 — CSJC-PWD AUG 2006 167 15139 2. Reflectors Stimsonite#88 Ray-O-Lite 3. Wet Barrel Hydrant Break-off Check Valves Clow No. 40 PART 2 - MATERIALS A. Wet Barrel Hydrant 1. Hydrant Too Section a. Fire hydrants shall have individual valves for each outlet. b. All outlets shall have National Standard Hose Threads. C. The hydrant top section shall be manufactured of bronze conforming to ASTM B 62. d. All interior-working parts, including stems, shall be of bronze containing no more than 7% zinc or 2% aluminum. • e. Hydrants are to be provided with: 1-1/2-inch sized pentagon-shaped operating nut, and 1-1/2-inch cap nuts. f. All fire hydrants shall have the name of the manufacturer cast onto the hydrant body or shown on a permanently attached plate. g. Plastic outlet nozzle caps shall be provided for all outlets. Caps shall be securely chained to the barrel with non-kinking metal chain in a manner to permit free rotation of the cap. 2. Bury Section a. The bury section shall be ductile iron in conformance with Section 15056. b. Bury depth will normally be 48 inches for distribution mains and 54 inches for transmission mains, but different depth buries on fire hydrant buries may be required to fit abnormal pipe depths depend- ing upon field conditions. C. All wet-barrel fire hydrant cast-iron buries are to be cement lined. d. When using a break-off check: bolts shall be stainless steel 316, standard non-breakaway. • CSJC-PWD AUG 2006 168 15139 B. Break-Away Bolts 1. Break-away bolts shall be used to join the bury section to the hydrant top section. 2. All bolts, and nuts, shall be stainless steel 316. C. Valve The shut-off valve shall be a resilient-seated gate valve per Section 15100, including the valve box. Butterfly valves will not be permitted on fire hydrant laterals. D. Ductile Iron Pipe Ductile iron pipe shall be per Section 15072. E. Ductile Iron Pipe and Fittings Ductile-iron Pipe and fittings shall be in accordance with Section 15056. F. Concrete Concrete pads, thrust blocks and supports shall be Class B concrete conforming to Section 03300. G. Gaskets Gaskets shall be of asbestos composition per Section 15056. H Reflectors Reflectors shall be 4"x 4" square shoulder type with 2-way blue color lenses. PART 3 - EXECUTION A. General 1. Fire hydrant assemblies shall be installed in accordance with the standard drawing and as specified herein, and shall include the connection to the main, the fire hydrant, hydrant bury, shutoff valve, valve well and valve box, connection piping, concrete thrust blocks, and appurtenances. 2. Refer to Standard Drawing W-6 or W-7. CSJC-PWD AUG 2006 169 15139 • B. Location Fire hydrant assemblies shall be located as shown on the plans; as approved by the Fire Marshall and by the PWD. The center of the fire hydrant shall be, except as otherwise approved by the PWD Representative, located as described below: 1. Where concrete curb or asphalt concrete (AC) berm exists or is to be constructed, and the sidewalk is next to the property line; 2 feet 6 inches back of the face of the curb. 2. Where 6-foot-wide or narrower sidewalk is to be installed or exist next to the curb; 18 inches back of sidewalk edge. Where there is insufficient Public Right-of-Way behind the sidewalk, an easement will be required. For side- walks wider than 6 feet; 30 inches back of the curb face. 3. Where there is no curb or berm, the location shall be designated by the PWD Representative. 4. The flange elevation at the base of the hydrant shall be set 4-inches above the curb or sidewalk, or the surrounding graded area, or as approved by the PWD Representative. Spools less than 6-inches in length will not be permitted when correcting the flange elevation. • C. Trenching. Backfilling. and Compacting 1. All trenching, backfilling, compaction and other excavation shall be in accordance with Section 02223. 2. All backfill within 24 inches of a valve shall be imported sand. D. Valve and Valve Box The valve and valve box shall be installed in accordance with Section 15100. E. Pipe Ductile Iron pipe shall be installed in conformance with Section 15056. PVC pipe shall be installed in conformance with Section 15064. F. Break-Away Bolts 1. Break-away bolts shall be installed with the threads toward the top of the hydrant. 2. Pack the hollow bolts with silicon sealant or heavy grease. • CSJC-PWD AUG 2006 170 15139 G. Concrete The concrete pad and thrust blocks shall be Class B concrete placed per Section 03300. H. Painting and Coating All fire hydrants shall be internally coated with fusion-bonded epoxy. All fire hydrants shall be painted with one prime coat and two finish coats of safety yellow paint in the place of manufacture. Before the fire hydrant has been installed in accordance with Section 09900. A final touch-up coat shall be applied just prior to the final inspection. I. Testing Test hydrants at the same time that the connecting pipeline is pressure tested. See Section 15042 for pressure testing requirements. J. Reflectors After final paving, the location of each fire hydrant shall be marked with a blue reflector placed 1 foot to the hydrant side of the street centerline. The reflector shall be attached with a two-component epoxy compatible with the reflector and per the manufacturer's recommendation. The reflector shall be oriented so that the lenses are visible from the street centerline. END OF SECTION CSJC-PWD AUG 2006 171 15139 BLANK PAGE • • CSJGPWD AUG 2006 172 15139 STANDARD SPECIFICATIONS SECTION 15150 METERS PART 1 - GENERAL A. Description This section describes the purchase, materials, installation and testing of meter assemblies. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Structure Excavation: 02200 2. Concrete: 03300 3. Precast Concrete Vaults: 03462 4. Painting and Coating: 09900 5. Copper, Brass, and Bronze Pipe, Fittings, and Appurtenances: 15057 6. Ductile-Iron Pipe and Fittings: 15056 7. Manual Valves: 15100 C. Approved Manufacturers 1. Displacement Type- 5/8 inch through 2-inch Sensus SR-ll Neptune Trident 10 Badger Recordall 2. Turbine Meters SensusSeries "W" Schlumberger trident series Badger 3. Compound Meters Sensus SRH Neptune True/Flow Badger Recordal CSJC-PWD AUG 2006 173 4. Propeller Meters McCrometer Water Specialties Sparling 5. Fire Service Meter Assembly Sensus Fireline Protectus III 6. V-Cone Flow Meters McCrometer V-cone flow meter D. Residential Meters 1. The developer shall expose and set to grade all angle meter stops prior to requesting installation of the meters. 2. The developer is responsible for the installation of the meter box and angle meter stop. 3. Prior to occupancy, the PWD will, upon finding the installation to be acceptable, • record all meter account information and padlock the curb stop in the off posi- tion. The developer will subsequently be relieved of any additional responsibility for consumption or service charges for this service. 4. Subsequent applications for permanent service shall be made in accordance with the PWD's Rules and Regulations. E. By-Pass Line 1. A by-pass line shall be installed on all meter assemblies 3-inch and larger. A by-pass line is not required under the following conditions, as determined by the PWD. a. A by-pass line is not required when the facility is serviced by multiple metered connections. b. A by-pass line is not required on irrigation services. 2. A lockable corporation stop or valve shall be installed in all by-pass lines. 3. A by-pass line may be required on smaller installations that require continuous service. • CSJC-PWD AUG 2006 174 PART 2 - MATERIALS A. General 1. All meters shall be new and of current manufacture design. 2. All parts of the meters of the same size and model shall be interchangeable. B. Registers 1. The registers on all meters shall have straight reading dials with full sweep test circles. 2. All registers are to be calibrated to read in cubic feet. 3. All registers are to be direct read. This may require the stamping of a zero or zeros on the register dial face. The last two digits including the zero or zeros stamped on the register dial face shall be easily distinguishable from the balance of the digits either by contract of white numbers on black or red numbers on white. 4. Registers for positive displacement, compound, and turbine meters are to be hermetically roll sealed. 5. Register gears shall be self-lubricating molded plastic unless stated otherwise. Register gears for propeller meters may be bronze. _ 6. Registers for positive displacement and turbine meters shall not have replaceable change gears. 7. Registers shall be driven by a magnetic coupling. 8. All register lenses shall be tempered glass. 9. All registers shall be provided with low flow detectors. 10. All registers shall be oriented to read from the inlet side of the meter. 11. The register must be attached to the meter case by a bayonet attachment. The register assembly shall be able to mount any of four positions. On positive displacement meters the standard mount position shall read from the meter inlet side. C. Stainless Steel Hardware All bolts, nuts, cap screws, studs, and washers shall be Type 316 stainless steel ASTM A 193 138M for bolts, and ASTM A 194 8M for nuts D. Displacement Type Meters {5/8 inch through 2 inch) 1. Meters shall conform to the material and performance requirements of AWWA C700, as most recently revised, and as specified herein. 2. The manufacturer shall furnish certified results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C700 when tested in accordance with AWWA Manual M6. CSJC-PWD AUG 2006 175 • 3. All meters body components resisting pressure shall be bronze. 4. All register boxes and covers shall be synthetic polymer or bronze. 5. Casing bolts shall be stainless steel or bronze. 6. All internal hardware shall be stainless steel. 7. 5/8-inch through 1-inch meters shall have external straight threads. 1'/:-inch and 2-inch meters shall have flanges on ends. 8. The face-to-face length and maximum profile height of the meter shall be as described below: Maximum Profile Height Face-to-Face Centerline Inlet to Meter Size Dimension Register Cover inches inches (inches) 5/8 7-1/2 3-1/4 5/8 by 3/4 7-1/2 3-1/4 1 10-3/4 3-1/4 1-1/2 13 4-1/4 2 17 5 9. All meters shall have plastic or stainless steel internal strainers. • 10. All registers and register boxes shall be secured to the main casing by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing. 11. The serial number of each meter shall be imprinted on the register box cover, and the main case. 12. Register shall be removable without reducing pressure or removing the main case from the installation. 13. All positive displacement meters shall be supplied with the following warranty, which shall not be prorated under any conditions: a. All meters shall be guaranteed to maintain new-meter accuracy (t1'/2%)for five years. b. All measuring chambers and disks or pistons shall be guaranteed against malfunction for fifteen years. C. All registers shall be guaranteed for twenty-five years. E. Turbine Meters (1'/2-inch and larger) 1. All meters shall conform to AWWA C701 Class II and the requirements • specified herein. CSJC-PWD AUG 2006 176 2. The manufacturer shall furnish certified test results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C701 when tested in accordance with AWWA Manual M6. 3. Turbine meters shall have all bronze main cases. 5. Straightening vanes shall be provided in the main case of all meters. 7. A calibration-adjusting vane located in the measuring chamber shall be provided on all meters. 8. All rotors shall be thermoplastic with graphite bearings (PTFE) rotating on a stainless steel or tungsten carbide shaft. 9. All motion shall be transmitted from the rotor to the register through a magnetic coupling. 10. All register boxes and covers shall be bronze. 11. All registers and register boxes shall be secured to the measuring chamber by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing. 12. All turbine meters shall be equipped with strainers. The strainer body and cover shall be cast bronze or ductile iron. Cast or ductile iron will be permitted only on 8-inch and larger or fire service strainers. All cast or ductile iron strainers shall be epoxy lined in accordance with Section 09900. All strainers shall be furnished with bronze or stainless steel screens with an effective open area at least double the area of the meter. On metered fire service installations, a U.L. approved strainer with an effective open area at least 4 times the equivalent open area of the meter will be required. 13. All measuring chamber, strainer cover, and flange bolts shall be Type 316 stainless steel. 14. The serial number of each meter shall be imprinted on the register cover, and the main case. F. Compound Meters (3-inch and larger) 1. All meters shall conform to AWWA C702 and the requirements specified herein. 2. The manufacturer shall furnish certified test results for each meter showing that it has been tested for accuracy of registration and that it complies with accuracy and capacity requirements of AWWA C702 when tested in accordance with AWWA Manual M6. 3. Compound meters shall have all bronze main cases. 4. All compound meters shall have flanged connections. 5. A test plug shall be provided in the outlet side of the main case of all meters. 6. The measuring chamber shall be capable of operating within the specified AWWA accuracy limits without recalibration when transferred from one main case to another. 7. A calibration-adjusting vane located in the measuring chamber shall be provided on all meters. CSJC-PWD AUG 2006 177 • 8. All rotors shall be thermoplastic with graphite bearings rotating on a stainless steel shaft. 9. All motion shall be transmitted from the rotor to the register through a magnetic coupling. Worm gears will NOT be permitted. 10. All register boxes and covers shall be bronze or synthetic polymer. 11. All registers and register boxes shall be secured to the measuring chamber by acceptable tamper-proof means. Safety wiring of standard bolts and screws is NOT considered an acceptable method of tamper proofing. 12. All compound meters shall be equipped with strainers. The strainer body and cover shall be bronze or cast or ductile iron. Cast or ductile iron will be permitted only on 10-inch and larger or fire service strainers. All cast or ductile iron strainers shall be epoxy lined in accordance with Section 09900. All strainers shall be fumished with bronze or stainless steel screens with an effective open area at least double the area of the meter. 13. All measuring chamber, strainer cover, and flange bolts shall be Type 316 stainless steel. 14. The serial number of each meter shall be imprinted on the register cover, and main case. G. Fire Line Meter Assembly 1. A fire line meter assembly may be required for residential structures and • commercial and industrial installations where separate fire service installations are not provided. 2. Furnish complete Fire line meter assemblies assembled by a single manufacturer. Each fire line meter assembly shall consist of a U.L. approved strainer with a stainless steel strainer basket, a turbine meter sized for fire flow, a positive displacement or turbine meter sized for maximum demand without fire flow, positive displacement meter piping, lockable ball valves to isolate the positive displacement meter, a check valve downstream of the positive displacement meter, and an intemally weighted or spring loaded check valve adjusted to open prior to exceeding the maximum flow range of the positive displacement meter. The positive displacement meter piping shall extend from the outlet of the strainer to the downstream side of the swing check valve. 3. Each fire line meter assembly shall be constructed of components conforming to the appropriate sections of these specifications. 4. Cast iron or steel components shall be epoxy lined and coated per Section 09900. 5. Each fire line meter assembly shall conform the AWWA C703 and shall be UI listed, and shall be F.M. approved for fire service use. H. Propeller Meters 1. All propeller meters shall conform to AWWA C704 and the requirements • specified herein. CSJC-PWD AUG 2006 178 2. The main casing may be steel or cast-iron and shall be epoxy lined and coated. 3. The main casing may be flanged or plain end as specified by the PWD Engineer. 4. Meter head shall be mounted on a flanged connection for easy removal of all interior parts from the pipe tee without disturbing the connections to the pipeline. 5. The drive mechanism shall be by means of stainless steel gears and shafting or flexible cable drives. 6. All meters shall be polyethylene propellers. 7. Bronze gearboxes on the propeller drive shafts are required. 8. Each meter tube shall be equipped with straightening vanes mounted immediately preceding the propeller. I. Totalizer-Transmitter 1. The totalizer - transmitter shall be furnished with all necessary mounting hardware for operation from the meter. 2. The transmitter shall have integrally mounted electronic circuitry to convert to both a true 2-wire 4-20 Ma DC output linear to flow rate and a true 2-wire scaled pulse. a. The 4-20 Ma DC output shall operate from an external regulated _ 18-30 V - DC power supply with load capacity of 575 ohms at 28 V- DC. The accuracy of the 4-20 Me output shall be better than +/- 0.5% of scale. b. The pulse output shall operate from an external regulated 10-30 V - DC power supply which can be either the 4-20 Me DC power supply or a separate power supply. The pulse circuit voltage drop across the transmitter shall be 3 V - DC or less. Each pulse shall represent the volume of the least significant totalizer digit. J. Precast Vaults Precast meter vaults and boxes shall conform to Section 03462 and the standard drawings. K. Copper, Brass, and Bronze Pipe, Fittings. and Appurtenances All service connection and by-pass piping shall conform to Section 15057. L. Ductile-Iron Pipe and Fittings All piping for meter assemblies 3-inch and larger shall conform to Section 15056. CSJC-PWD AUG 2006 179 • M. Manual Valves 1. All valves shall conform to Section 15100. 2. All valves on by-pass shall be lockable in the closed position. On 3-inch and larger by-pass lines, O. S. & Y valves with a chain and lock are permitted. N. V-Cone Flow Through Meter 1. Meter: The meter shall be a V-cone differential pressure producing flow meter. It shall have a primary flow element of constant area installed in the pipe the meter measures. The primary element, and support members shall be constructed of 316 stainless steel, and shall be epoxy coated. The primary elements with rotating or moving parts in the flow stream are not acceptable. The meter shall have an accuracy of 0.5% of the actual flow within the designated flow range. The meter shall not require mon: that a total of seven (7) pipe diameters of straight run included in the length of the meter. • The meter tube shall be constructed of carbon steel, schedule 40 pipe, with ANSI 150-pound flanges. The tube shall be epoxy lined and coated as specified herein. The support member shall be capable of maintaining the cone's orientation in flows up to 20 foot per second. The upstream pressure taps shall be 1/2 inch female NPT, and downstream pressure taps shall sense pressure at the centerline of the flow stream. 2. Flow Transmitters: Flow transmitters shall have diaphragms and drain valves made of 316 stainless steel, with bolts and flanges of Cadmium Plated Carbon Steel, housed in NEMA 4 enclosures. The fill fluid shall be silicone oil. The accuracy shall be with-in 0.25% of calibrated span for a range of 20% to 100% of flow including the combined effects of linearity, hysteresis and repeatability. The flow transmitter shall have a range as specified by the PWD and shall provide a 4-20 MA DC output with adjustable damping proportional to flow rate. • CSJC-PWD AUG 2006 180 The flow transmitters shall be Rosemount Smart family Model 1151. Transmitter shall be supplied with 3-valve manifolds No. 01151-150-0001. Transmitter shall be adjusted and calibrated by the meter manufacturer. V-cone meter and transmitter shall be supplied as a unit. The unit shall be factory tested and calibrated. Certified test results shall be furnished with each assembly. PART 3- EXECUTION A. Meter Installations 1. The contractor shall install all residential meters per standard drawings W-1 or W-2. 2. All 3-inch and larger meter installations shall conform to standard drawings W-20, or W-21. B. Excavation and Backfill Excavation and backfill for the meter installation shall be in accordance with Section 02200. C. Service Piping 1. All piping'for service lines and by-pass lines up to 2-inch shall be installed in conformance with Section 15057. 2. The piping for all service installations 3-inch and larger shall be in accordance with Section 15056 and the applicable standard drawing. D. Test Tao On services 3 inches and larger, a 2-inch service saddle or welded coupling and corporation stop shall be installed on the spool downstream of the meter. The tap. shall be located a minimum of two pipe diameters downstream of the meter. In lieu of a test tap, a tee with a tapped blind flange may be installed immediately downstream of the meter. On propeller meter installations, the PWD Representative will determine the location of the test tap. E. Meter Vault All precast concrete meter vaults shall be installed in accordance with Section 03462 and the Standard Drawings. F. Concrete Work All thrust blocks, foundations, and supports shall be of the sizes shown in the applicable standard drawings and conform to Section 03300. CSJC-PWD AUG 2006 181 • All thrust blocks, foundations, and supports shall be of the sizes shown in the applicable standard drawings and conform to Section 03300. G. Valves All valves installed shall conform to the Section 15100. H. Painting and Coating 1. All exposed and buried piping shall be painted or coated in accordance with Section 09900. 2. The meter reading lids on all recycled water services shall be painted in accordance with Section 09900. I. Testing 1. All meter services shall be hydrostatically pressure tested during the testing of pipeline in accordance with Section 15042. END OF SECTION • • CSJC-PWD AUG 2006 182 STANDARD SPECIFICATIONS SECTION 15151 DOMESTIC AND RECYCLED WATER FACILITIES IDENTIFICATION PART 1 - GENERAL A. Description All domestic water systems and appurtenances shall be identified as herein described. All recycled water systems shall be identified as described in the. "Rules and Regulations for Users of Recycled Water", unless the issue is not covered. In which case recycled water systems and appurtenances shall be identified and herein described. This section describes special identification, markings, materials and their installation procedures for domestic and recycled water facilities. All water systems and appurtenances must be marked as described here in to avoid confusion with other utilities and between each other. B. Related work — All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Painting and Coating: 09900 2. PVC Pressure Distribution Pipe: 15064 3. Manual Valves: 15100 4. Ductile Iron Pipe 8, Fittings: 15056 5. Combination Air Release and Vacuum Relief Valves: 15089 6. Fire Hydrants 15139 7. Water Meters 15150 8. Asbestos Cement Distribution Pipe: 15072 C. Approved Manufacturers 1. Warning Tape a. Griffolyn Company, Inc. 10020 Mykawa Road - CSJC-PWD AUG 2006 183 • P.O. Box 33248 Houston, TX 77033 Phone: (713)943-0070 or(800)231-6074 b. Tema Tape, Division of Reef Industries P. O. Box 33310 Houston, TX 77233 Phone: (800) 231-2417 2. Warning Labels and Signs In all cases the warning labels or signs must be approved prior to installation. Failure to receive prior approval may result in the Owner, Applicant, or customer removing such sign(s) and providing approved replacement(s). All costs will be at the Applicant's, Owner's or customer's expense. Failure to comply with these requirements, as set forth herein will result in termination of service as provided for in the PWD's Rules and Regulations Sections 600 and 700. 3. Recycled water Quick-Coupling Valve: • Nelson 7645 and 7641 key. Recycled water quick coupling valves must have Acme threads. 4. Domestic water quick coupling valves must have non-Acme threads. 5. Witness Markers a. Carsonite Water line Markers Carsonite International 1301 Hot Springs Road Carson City, NV 89706 Phone (800)648-7974 D. Valve Boxes 1. All valve boxes for recycled water facilities shall have triangular valve box covers with the inscription "RECYCLED " cast thereon per Section 15100, and shall be painted purple. Valve boxes for domestic water systems shall be as specified in Section 15100. All valve boxes installed in unpaved areas (open space areas) shall be marked with a witness pole; in addition to the above referenced markings. • CSJC-PWD AUG 2006 184 E. Color and Painting Schedule 1. Recycled water facilities shall be painted purple per Section 09900. 2. Domestic water facilities shall be blue, with the exception of fire hydrants, which shall be painted as specified in Section 15139. 3. Witness poles for recycled water lines, valves and appurtenances shall be purple 3. Witness poles for domestic water lines, valves and appurtenances shall be blue. F. Restriction of Public Access 1. All on-site recycled water facilities shall be restricted from public access so that the general public cannot draw water from the system. Facilities such as wash-down hydrants (typically found at tennis courts), blow off hydrants, blow offs on strainers, and other such facilities, shall be restricted from public access. 2. Recycled water facilities, both above and below grade, shall be housed in an approved lockable container colored purple. A sign reading "CAUTION: RECYCLED WATER" shall be installed, its size approved by the PWD Representative. An altemative acceptable means of restricting public access is the use of valves that operate by means of a recessed key — slot or by means of hexagonal heads (such as those typically found on fire hydrants). Other means of restricting public access may be approved by the PWD Representative. G. Warning Signs and Labels 1. The PWD requires warning labels to be installed on all appurtenances in vaults, such as, but not limited to, air release valves, blow offs, and meters, and on designated facilities, such as, but not limited to, controller panels and wash down or blow off hydrants on water trucks and temporary construction services. 2. Each pump and every pipe shall be identified with a painted label. In the fenced pump station area; at least one sign shall be posted on the fence that can be readily seen by all operations personnel utilizing the facilities. 3. Painted labels may, at the PWD Representative's discretion be acceptable in lieu of plastic labels. H. Quick-Coupling Valves 1. In order to prevent unauthorized use, all recycled irrigation quick-coupling valves shall be operated only with a special coupler key with an acme thread for opening and closing the valve. CSJC-PWD AUG 2006 185 • 2. Quick-coupling valves used in domestic water systems shall be operated with a coupler key not using an acme thread for opening and closing the valve, and with a brass cover. 3. A warning sign shall be attached to each recycled irrigation valve as specified herein. I. Domestic water Piping 1. All domestic water piping shall be installed with domestic water identification. 2. All PVC domestic water piping shall be blue with white stenciled letters or white with blue stenciled letters appearing on both sides of the pipe with the marking "DOMESTIC WATER" in 5/8-inch letters repeated every 12 inches. 3. Blue warning tape identifying it as a domestic water line and stating "DOMESTIC WATER" may be used as an alternate to blue or stenciled pipe. The tape shall run continuously for the entire length of the main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and pipe every 5 feet on center. 4. Blue warning tape identifying a domestic water line buried below must be • installed and shall state "CAUTION: DOMESTIC WATER LINE BURIED BELOW". The tape shall run continuously for the entire length of the main line piping and be installed 12 inches to 18 inches directly above the pipe. J. Recycled water Piping 1. All recycled water piping shall be installed with recycled water identification. 2. All PVC recycled water piping shall be purple with white stenciled letters or white with purple stenciled letters appearing on both sides of the pipe with the marking 'RECYCLED WATER" in 5/8-inch letters repeated every 12 inches. 3. Purple warning tape identifying it as a recycled water line and stating "CAUTION: RECYCLED WATER — DO NOT DRINK" may be used as an alternate to blue or stenciled pipe. The tape shall run continuously for the entire length of the main line piping. The tape shall be attached to the top of the pipe with plastic tape banded around the warning tape and pipe every 5 feet on center. 4. Purple warning tape identifying a recycled water line buried below must be installed and shall state "CAUTION: RECYCLED WATER LINE BURIED BELOW— DO NOT DRINK". The tape shall run continuously for the entire • CSJC-PWD AUG 2006 186 length of the main line piping and be installed 12 inches to 18 inches directly above the pipe. PART 2 - MATERIALS A. Buried Piping Warning Tape The plastic, warning tape shall be an inert plastic film specifically formulated for prolonged underground use and shall be prepared with white printing on a purple field having the words, "CAUTION: RECYCLED WATER LINE — DO NOT DRINK" and "CAUTION: RECYCLED WATER LINE BURIED BELOW— DO NOT DRINK." Warning tape for domestic water pipeline shall be blue with white printing having the words, "DOMESTIC WATER", and "CAUTION: DOMESTIC WATER- LINE BURIED BELOW." The minimum thickness shall be 4 mils and the overall width of the tape shall be 12 inches (for 8-inch pipe) and 6 inches (for 6-inch and smaller pipe). B. Warning Labels Labels shall be inert plastic film specifically formulated for prolonged exposure and shall be prepared with white printing on a purple field having the words: "CAUTION: RECYCLED WATER FACILITY". The minimum thickness shall be 4 mils for adhesive backed labels and 10 mils for tag type labels. Tag type labels shall have reinforced tie holes and shall be attached with heavy-duty nylon fasteners. The PWD's Representative will dictate by each individual application and subject to acceptance the size, type of label and location. The minimum size shall be 1/2-inch high letters. C. Quick-Coupling Valves Quick-coupling valves used in recycled irrigation system shall conform to the following: 1. Quick-coupling valves shall be 3/4 or 1-inch nominal size, Nelson 7645 with 7641 key or approved equal, with brass construction and a normal working pressure of 150 psi. 2. In order to prevent unauthorized use, the valve shall be operated only with a special coupler key with an acme thread for opening and closing the valve. 3. The cover shall be permanently attached to the quick-coupling valve. It shall be purple rubber or vinyl. 4. Special or locking covers may be required by the PWD and shall be noted on the plans during the plan check review. CSJC-PWD AUG 2006 187 • PART 3 - EXECUTION A. Installation of Pipe Warning Tape Warning tape shall be installed 12 inches to 18 inches directly over the top of the pipe longitudinally and shall be centered over the pipe AND warning tape shall be installed on the pipe continuously for the length of the pipe, fastened to each pipe length by plastic adhesive tape banded around the pipe and warning tape at no more than 5-foot intervals. Taping attached to the sections of pipe before installing in the trench shall have 5-foot minimum overlap for continuous coverage. All risers between the main line and control valves shall be installed with warning tape. B. Installation of Wamina Labels Warning labels shall be firmly attached to all appurtenances using heavy-duty nylon fasteners. C. Installation of Witness Markers Witness markers shall be installed over pipe in unpaved areas, open space areas, at appurtenances, including but not limited to valves, air release/vacuum breaks, dead ends, inflection points, tees, and every 500 feet. • Witness markers shall be embedded into the soil at least 18" and shall be equipped with a barb or other such device to provide a sure grip in the surrounding soil. END OF SECTION • CSJC-PWD AUG 2006 188 STANDARD SPECIFICATIONS SECTION 15162 FLEXIBLE PIPE COUPLINGS PART 1 - GENERAL A. Description This section includes materials and installation of flexible gasketed sleeve-type compression pipe couplings. B. Related work All related work specified elsewhere, or in other codes or standards, will be as last revised, unless a specific date of issuance is called out in opposition to later revision date(s). Other sections of the technical specifications, not referenced below, shall also apply to the extent required for proper performance of this work. 1. Painting and Coating: 09900 — 2. Hydrostatic Testing of Pressure Pipelines: 15042 C. Approved Manufacturers 1. Flexible Couplings Smith Blair 441 Romac 501 Powerseal 3501 JCM 215 & 216 2. Transition Couplings Smith Blair 441 Romac 501 Powerseal 3501 JCM 215 & 216 3. Flanged Coupling Adapters JCM 301 Smith Blair 912 or 913 Romac FC 400 CSJC-PWD AUG 2006 189 15162 • PART 2 - MATERIALS A. Coupling Sleeve and Flanges Coupling sleeves and flanges shall be ductile iron. B. Bolts and Nuts for Flanges 1. Bolts and nuts for buried and submerged flanges, flanges in underground vaults and structures, and flanges located outdoors above ground shall be Type 316 stainless. Nuts shall be 316 stainless steel, Teflon coated, Tripac 2000 or approved equal. 2. Provide one (1) washer for each nut. Each washer shall be of the same material as the nut. C. Painting and Coating All cast components shall be epoxy lined and coated per Section 09900. PART 3 - EXECUTION • A. Installation of Flexible Pipe Couplings 1. Clean oil, scale, rust, and dirt from pipe ends. Clean gaskets in flexible pipe couplings before installing. Install expansion joints per manufacturer's recommendations. Install expansion joints so that 50% of total travel is available for expansion and 50% is available for contraction. 2. Lubricate bolt threads with graphite and oil prior to installation. B. Field Coating 1. Coat buried flexible pipe couplings, transition couplings, and flanged coupling adapters per Section 09900. Then wrap the couplings with 8-mil polyethylene wrap perAWWA C105. 2. Coat flexible pipe couplings (including joint harness assemblies), transition couplings, and flanged coupling adapters located indoors, in vaults and structures, and above ground with the same coating system as specified for the adjacent pipe. Apply prime coat at factory. C. Hydrostatic Testing Hydrostatically test flexible pipe couplings, expansion joints, and expansion compensators in place with the pipe being tested. Test in accordance within Section 15042. • END OF SECTION CSJC-PWD AUG 2006 190 15162 STANDARD SPECIFICATIONS SECTION 15300 AUTOMATIC CONTROL VALVES PARTI - GENERAL A. Description This section covers the work necessary to furnish and install the various self- contained automatic process valves. Items of equipment specified herein shall be the end products of only one manufacturer in order to achieve standardization for operation, maintenance, spare parts, and manufacture's service. B. Related Work 1. Trenching, Backfilling, and Compacting: 02223 2. Concrete: 03300 3. Painting and Coating: 09900 4. Hydrostatic Testing of Pressure Pipelines: 15042 5. Ductile-Iron Pipe and Fittings: 15056 6. Domestic and Recycled water Facilities Identification: 15151 C. Approved Manufacture's 1. Check Valves Valve shall be model 81G-02KC with X101 Valve Position Indicator (installed by valve manufacturer) as manufactured by Cla-Val Company. 2. Solenoid Control Valves Valve shall be model 136G-03YBCSFKC with Limit Switch Assembly Model X105LCW (installed by valve manufacturer) as manufactured by Cla-Val Company. 3. Pressure Reducing Valves Valve shall be model 90G-01YBKC (90G-01YSFC for valves 3 inches and smaller), with X101 Valve Position Indicator (installed by valve manufacturer)as manufactured by Cla-Val Company. 4. Pressure Relief/ Pressure Sustaining Valves CSJC-PWD AUG 2006 191 15300 . Valve shall be model 50G-01 SBKC with Limit Switch Assembly Model X105LOW (installed by valve manufacturer) as manufactured by Cla-Val Company. 5. Surge Anticipator Valves Valve shall be model 52G-01 BKC with Limit Switch Assembly Model X105LOW (installed by valve manufacturer) as manufactured by Cla-Val Company. 6. Pump Controller Valves Valve shall be model 60G-11 BKC with Limit Switch Assembly Model X105LCW (installed by valve manufacturer) as manufactured by Cla-Val Company. 7. Altitude Valves Valve shall be model 610-01 PART II - MATERIALS • A. Complete Assemblies All valves shall be complete, with all necessary operating appurtenances included in the work under this section. B. Interior Lining and Exterior Coating A fusion bonded epoxy coating shall be applied to internal and external ferrous valve surfaces. Coating shall be per AWWA C550. Unless specified otherwise, here-in. C. Check Valve This valve shall be a hydraulically operated, diaphragm-actuated, globe pattern valve. It shall contain a resilient, synthetic rubber disc, having a rectangular cross- section, contained on three and one-half sides by a disc retainer and forming a tight seal against a single removable seat insert. The diaphragm assembly contacting a valve stem shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. This diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve, separation-operating pressure from line pressure. The diaphragm shall consist or nylon fabric bonded with synthetic rubber and shall not be used as a seating surface. Packing glands and/or stuffing boxes are not permitted and there • shall be not pistons operating the valve. CSJC-PWD AUG 2006 192 15300 Valve shall be of indicated size and shall be of manufacture's standard ductile iron with stainless steel trim (seat, disc guide, cover bearing spring, stem nut, and stem). Valve shall have a 200-psi pressure rating with Class 250 ductile iron flanges. Interior ferrous surfaces shall be lined and coated with fusion-bonded epoxy. The design shall precluded cavitation erosion, fouling of working surfaces, and other effects adverse to reliability. Seats and other trim shall be secured by means precluding their loosening by hydraulically induced vibrations; and the fit of stems in guides and guide lengths shall preclude any binding, scraping, or deviation from true alignment affecting the free movement of working parts. All repairs shall be possible without removing the valve form the line. The pilot shall contain auxiliary controls that permit the adjustment of the opening and closing speeds, and shall be set for fast opening and slow closing. Pilot valves shall be all bronze conforming to ASTM B62 with stainless steel trim. Hydraulic control and sensing lines shall be copper, conforming to Section 15050, herein. D. Solenoid Control Valve — This valve shall be a hydraulically operated, diaphragm-actuated, globe pattern valve. It shall contain a resilient, synthetic rubber disc, having a rectangular cross- section, contained on three and one-half sides by a disc retainer and forming a tight seal against a single removable seat insert. The diaphragm assembly contacting a valve stem shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. This diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve, separating the operating pressure from line pressure. The diaphragm shall consist or nylon fabric bonded with synthetic rubber and shall not be used as a seating surface. Packing glands and/or stuffing boxes are not permitted and there shall be not pistons operating the valve. Valve shall be of indicated size and shall be of manufacture's standard ductile iron with stainless steel trim (seat, disc guide, cover bearing spring, stem nut, and stem). Valve shall have a 200-psi pressure rating with class 250 ductile iron flanges. Interior ferrous surfaces shall be lined and coated with liquid epoxy. The design shall precluded cavitation erosion, fouling of working surfaces, and other effects adverse to reliability. Seats and other trim shall be secured by means precluding their loosening by hydraulically induced vibrations; and the fit of stems in guides and guide lengths shall preclude any binding, scraping, or deviation from true alignment affecting the free movement of working parts. — CSJC-PWD AUG 2006 193 15300 • All repairs shall be possible with-our removing the valve form the line. The pilot control shall be a solenoid valve controlling a diaphragm-operated three- way auxiliary valve. The control system shall include opening a closing speed controls, a wye strainer and limit switch Model X105LCW. Pilot valves shall be all bronze conforming to ASTM B62 with stainless steel trim. Hydraulic control and sensing lines shall be copper, conforming to Section 15050, herein. E. Pressure Reducing Valve This valve shall maintain constant downstream pressure, and shall maintain this pressure within limits without causing surges. The main valve shall be a hydraulically operated, diaphragm-actuated, globe or angel pattern valve. It shall contain a resilient, synthetic rubber disc, having a rectangular cross-section, contained on three and one-half sides by a disc retainer and forming a tight seal against a single removable seat insert. The diaphragm assembly contacting a valve stem shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve, • separation the operating pressure from line pressure. The diaphragm shall consist or nylon fabric bonded with synthetic rubber and shall not be used as a seating surface. Packing glands and/or stuffing boxes are not permitted and there shall not be pistons operating the valve or pilot controls. The valve shall be of indicated size and shall be of manufacture's standard ductile iron, with stainless steel trim (seat, disc guide, cover bearing spring, stem nut, and stem). Valve shall have a 200-psi pressure rating with Class 250 ductile iron flanges. Interior ferrous surfaces shall be lined and coated with fusion-bonded epoxy. The design shall precluded cavitation erosion, fouling of working surfaces, and other effects adverse to reliability. Seats and other trim shall be secured by means precluding their loosening by hydraulically induced vibrations; and the fit of stems in guides and guide lengths shall preclude any binding, scraping, or deviation from true alignment affecting the free movement of working parts. All repairs shall be possible with-our removing the valve form the line. The pilot control shall be a direct-acting, adjustable, spring-loaded, diaphragm valve, designed to permit flow when controlled pressure is less that the spring setting. The control system shall include a fixed orifice. • CSJC-PWD AUG 2006 194 15300 The pilot valve system shall have a direct acting adjustable, spring-loaded pilot, diaphragm-actuated valve, designed to permit flow in the pilot valve system whenever the controlling pressure exceeds the spring setting. The pilot valve system shall also contain a strainer needle valve assembly that shall control the opening or the main valve. Pilot valves shall be all bronze conforming to ASTM B62 with stainless steel trim. Hydraulic control and sensing lines shall be copper, conforming to Section 15050, herein. F. Pressure Relief Valve This valve shall maintain constant upstream pressure by bypassing or relieving excess pressure, and shall maintaining pressure within a limit without causing surges. The main valve shall be a hydraulically operated, diaphragm-actuated, globe or angle pattern valve. It shall contain a resilient, synthetic rubber disc, having a rectangular cross-section, contained on three and one-half sides by a disc retainer and forming a tight seal against a single removable seat insert. The diaphragm assembly contacting a valve stem shall be fully guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. This diaphragm assembly shall be the only moving part and shall form a sealed chamber in the upper portion of the valve, separating the operating pressure from line pressure. The diaphragm shall consist of nylon fabric bonded with synthetic — rubber and shall not be used as a seating surface. Packing glands and/or stuffing boxes are not permitted and there shall be no pistons operating the valve. The pilot control shall be a direct-acting, adjustable, spring-loaded, diaphragm valve, designed to permit flow when controlling pressure exceeds spring setting. The pilot control system shall operate such that as excess line pressure is dissipated, the main valve shall gradually close to a positive, drip-tight seating. Valve shall be of indicated size and shall be of manufacture's standard ductile iron, with stainless steel trim (seat, disc guide, cover bearing spring, stem nut, and stem). Valve shall have a 200-psi pressure rating with Class 250 ductile iron flanges. Interior ferrous surfaces shall be lined with fusion-bonded epoxy. The design shall precluded cavitation erosion, fouling of working surfaces, and other effects adverse to reliability. Seats and other trim shall be secured by means precluding their loosening by hydraulically induced vibrations; and the fit of stems in guides and guide lengths shall preclude any binding, scraping, or deviation from true alignment affecting the free movement of working parts. All repairs shall be possible with-our removing the valve form the line. The pilot valve system shall have a direct acting, adjustable, spring-loaded pilot, diaphragm-actuated valve, designed to permit flow in the pilot valve system — CSJC-PWD AUG 2006 195 15300 • whenever the controlling pressure exceeds the spring setting. The pilot valve system shall also contain a strainer needle valve assembly that shall control that closing of the main valve. Pilot valves shall be all bronze conforming to ASTM B62 with stainless steel trim. Hydraulic control and sensing lines shall be copper, conforming to Section 15050, herein. G. Surge Anticipator Valve This valve shall be hydraulically operated with pilots that will cause the main valve to open on a low-pressure wave or a high-pressure wave. The high-pressure pilot shall be set to open at any pressure above the normal operating pressure. The low-pressure pilot shall be set to open the main valve at any pressure below its normal operating pressure. The low-pressure pilot shall allow the main valve to open quickly to a preset amount as controlled by a hydraulic limiter. The main valve shall be a hydraulically operated, diaphragm-actuated, globe or angle valve. The valve stem shall be guided at both ends by a bearing in the valve cover and an integral bearing in the valve seat. The main valve shall have a single removable and a renewable disc having a • rectangular cross-section and contained on three and one-half sides. No external packing glands are permitted. The diaphragm must be used as a seating surface and there shall be no pistons operating the main valve or any pilot controls. The design shall precluded cavitation erosion, fouling of working surfaces, and other effects adverse to reliability. Seats and other trim shall be secured by means precluding their loosening by hydraulically induced vibrations; and the fit of stems in guides and guide lengths shall preclude any binding, scraping, or deviation from true alignment affecting the free movement of working parts. The pilot control shall be a direct acting, adjustable, spring-loaded, diaphragm valves. The pilot valve system shall contain a strainer needle valve assembly that shall control the closing of the main valve. The pilot valve system shall also contain a check valve that is installed on one of the main valve cover connections. Install this check valve so that if low pressure occurs at the inlet of the valve it will open up and relieve the cover pressure to the inlet side of the valve. Valve shall be of indicated size and shall be of manufacture's standard ductile iron, with stainless steel trim (seat, disc guide, cover bearing spring, stem nut, and stem). Valve shall have a 200-psi pressure rating with Class 250 ductile iron flanges. Interior ferrous surfaces shall be lined with fusion-bonded epoxy. All repairs shall be possible with-our removing the valve forth the line. • CSJC-PWD AUG 2006 196 15300 Pilot valves shall be all bronze conforming to ASTM B62 with stainless steel trim. Hydraulic control and sensing lines shall be copper, conforming to Section 15050, herein. H. Pump Control valve- Booster Type This valve shall be a hydraulically operated, single seated, diaphragm actuated, composition disc, dual-port globe style valve with solenoid valve control. The valve shall have a built-in check feature; designed to operate with pump controls to start and stop pump against a closed valve. Valves shall have emergency shutdown power check features for surge protection as described below: upon power failure, solenoids de-energize and a check valve in the diaphragm unit shall release to effect closure under spring action when flow stops before flow reversal can occur. Valve shall be of indicated size and shall be of manufacture's standard ductile iron, with stainless steel trim (seat, disc guide, cover bearing spring, stem nut, and stem). Valve shall have a 200-psi pressure rating with Class 250 ductile iron flanges. Stems, disc-seats, guides and other trim shall be non-magnetic stainless steel. All work surfaces of valve, and component parts, shall have smooth polished surfaces, and shall be precision machined as applicable. Synthetic materials used for discs and diaphragms shall have a proven record of high durability and shall be composition Buna "N". Interior ferrous surfaces shall be lined with fusion-bonded epoxy. Pilot valves shall be all bronze conforming to ASTM B62 with stainless steel trim. Hydraulic control and sensing lines shall be copper, conforming to Section 15050, herein. A manual control override shall be provided on the valve assembly. The design shall precluded cavitation erosion, fouling of working surfaces, and other effects adverse to reliability. Seats and other trim shall be secured by means precluding their loosening by hydraulically induced vibrations; and the fit of stems in guides and guide lengths shall preclude any binding, scraping, or deviation from true alignment affecting the free movement of working parts. The valve shall be provided with a SPDT limit switch actuated by the control rod. The switch shall indicate: 1) When the valve is fully closed; 2) When the valve is not fully closed. All repairs shall be possible with-our removing the valve form the line. CSJC-PWD AUG 2006 197 15300 • PART III - EXECUTION A. Manufacturer's Services A manufacturers representative for the equipment specified herein shall be present at the job site and/or classroom designated be the Owner for that minimum personnel-days listed for the services hereunder, travel time excluded: One (1) personnel day for equipment start up, and, one (1) personnel-day for post start-up training. Start up services and training of Owner's personnel shall be at such times as requested by the Owner. END OF SECTION • • CSJC-PWD AUG 2006 198 15300 STANDARD SPECIFICATIONS SECTION 15950 CORROSION CONTROL FOR BURIED PIPING PART 1 - GENERAL 1.1 SCOPE A. The work shall include the furnishing of all labor, equipment, materials, including anodes, wiring, coke breeze, backfill, pipeline coatings and all other equipment and accessories required for a complete cathodic protection system, including the cathodic protection control unit and anode well. B. All work shall be completed as indicated on the drawings or specified herein, and the entire job shall be left clean and completely ready for use. C. The Contractor or subcontractor who will be drilling and loading the anode well shall have a minimum of five (5) years experience in the construction of anode wells, and shall submit a resume of his previous experience with this proposal. — PART 2 — PRODUCTS 2.1 MATERIALS A. Anodes: 1. Anodes shall be graphite rods with minimum dimensions of four (4) inches in diameter by eighty (80) inches long. The anodes shall be suitable for use In seawater. Each anode shall have good electrical conductivity and be equipped with a number 6 AWG 7 strand copper conductor with high molecular weight polyethylene insulation (HMWPE). Each anode shall be provided with continuous uncut cable. Cable to anode attachment shall be as shown on the drawings. All anodes shall have slow set epoxy resin capped ends. Anode heads shall be encapsulated with heat shrinkable polyethylene caps. The interior of the heat shrink caps shall be precoated with an elastic sealant. Heat shrink caps shall be Raychem brand or an approved equal. The cable shall join the feeder cable on the anode lead junction board. If required by the Inspector, the Contractor will make tests and install the anodes in the most conductive portions of the hole. This requirement will supersede the drawings. CSJC-PWD AUG 2006 199 15950 • B. Coke Breeze: 1. Coke breeze used for backfill shall be calcined petroleum, Asbury 218 or equal. The coke breeze shall have the following physical and chemical analysis: Physical Analysis: 85% to pass a 3/8 inch screen 100% to pass a 1/2 inch screen Chemical Analysis: Moisture - 0.10% Max. Volatile Matter- 0.50% Max. Fixed Carbon - 99.00% Min. Ash - 0.50% Max. Sulfur - 0.95% Max. The Contractor shall provide certification that the coke breeze used on the project meets or exceeds the above requirements. • C. Electric Ground Rods: 1. The electric grounds shall be installed as shown on the drawings and as required by the code. The ground rods shall be copper clad steel 3/4 inch in diameter and 10 feet long and ground conductor shall be attached by means of an approved non-ferrous metal clamp. D. Exothermic Welds: 1. Exothermic welds shall be either Cadweld or Thermoweld. Molds shall be graphite and shall be sized to fit the wire being welded, and the pipe. Charges shall be no greater than 15 grams. 2.2 CATHODIC RECTIFIER UNIT A. The cathodic rectifier shall have dual pulse rectifier units. Each unit shall be 500 Watt air-cooled Pulse DC Rectifier, 115/23OV/1.5/5.Okhz. The rectifiers shall have the capability of being synchronized together to allow them to operate on a single or multiple pipelines while connected to a single ground bed. Each rectifier shall have enhanced distributed current capability. The current distributed by any one power unit can be controlled independently from the current distributed by the other power unit that makes up the rectifier. The current from each power unit can be independently directed to where it is needed most, by a simple knob adjustment to each power unit. The dual rectifier unit shall be Model 2015-A-2 as manufactured by Farwest Corrosion Control Co., or equal. Each rectifier shall be equipped with 480V single pole AC and DC surge arrester, as manufactured • by Cooper or equal. The rectifier units and support components shall be housed CSJC-PWD AUG 2006 200 15950 in a weather resistant decorative enclosure as shown on the drawings. The enclosures shall be painted per Section 09900. B. The anode junction and structure distribution boards shall be fabricated from either PVC or phenolic and shall have provisions for each individual anode lead wire and structure lead wire as shown on the drawings. C. All hardware; bolts, nuts, washers, etc.; shall be brass. The buss bars shall be pure copper. Shunts for the anodes shall be Holloway type SS, rated at .001 ohms. D. All wires shall be attached to the buss bars with setscrew type copper lugs. E. Anode junction and structure distribution boards shall be mounted inside of the ornamental rectifier cabinet as shown on the drawings and shall be mounted so that there is a minimum of '/.—inch clearance between any component on the junction board and the mounting hardware. 2.3 GROUNDING CELL AND GROUNDING CELL CONTROLLER A. Grounding cells shall consist of high purity zinc anodes. Each anode shall be equipped with a minimum of 24 feet of #4 AWG HMWPE covered stranded copper wire. The backfill around the anodes shall consist of 75% Gypsum, 20% Bentonite and 5% Sodium Sulfate. The backfill mixture shall be placed around each anode after they have been lowered into the hole. The backfill shall be saturated with 20 gallons of water prior to placing the select native backfill in the remainder of the hole. B. The grounding cell controller shall be constructed as shown on the plans and include two (2) gate type controller diodes each with a forward current rating of 30 amps minimum and a reverse voltage capability of 600 V. 2.4 WIRE AND CABLE (INSULATED) ANODE, STRUCTURE, GROUND AND BOND CABLES A. The insulated wires and cables shall be especially designed for cathodic protection service, suitable for direct burial in corrosive soil areas and shall be as shown below. The size (gauge) shall be as shown on the drawings and as specified herein. It shall have high molecular weight polyethylene insulation (HMWPE). The insulation shall comply with ASTM D-1248 Grade E5 and have excellent resistance to moisture, acids, alkalis, hydrocarbons, oil and grease and must be applied in a single extrusion over the conductor. The insulation shall be surface printed with the conductor size, the manufacturer, "HMWPE Cathodic Protection Cable". CSJC-PWD AUG 2006 201 15950 • B. Anode wires shall be #6 AWG, Houston or Rome brand, single conductor, seven- stranded copper wire with high molecular weight polyethylene insulation, or an approved equal. Anode wires shall be of sufficient lengths to extend from the installed anode segment to the junction box without any splices. C. Anode wires shall be tagged or permanently marked at the free end with a number that would correspond to the anode's position in the drill hole. The bottom anode shall be #1. D. Colored tape shall be affixed to the anode wire, during fabrication, at a point on the wire that would represent the top of the drill hole, or ground level. These tape marks will be used to assure the anode's proper depth placement in the drill hole. Tape marks will be inspected at the jobsite for proper positioning. If any tape marks are found to be incorrect, the entire anode assembly may be rejected by the Engineer. E. The anode wires shall be placed on individual spools, one for each anode, and shall be lowered into the drill hole directly off the spool. The anode wire shall not be unrolled from the spool prior to the anode being placed into the hole, unless directed by the Engineer. • F. Cathode structure wires shall be #4 AWG, Houston or Rome brand, single conductor, seven-stranded copper wire with high molecular weight polyethylene insulation, or an approved equal. Cathode wires shall be of sufficient length to reach from the existing pipeline test stations to the rectifier without any splices. G. Insulation on all wires shall be free from any nicks, cuts, abrasions, and/or sharp bends measuring less than two inches in diameter. Any such damage will result in rejection of the wire. The cable shall be copper and as shown on the drawings or as required by the Engineer. Minimum Thickness of AWG Size No. Of Strands Insulation 1/64ths No. 8 7 7 No. 6 7 7 No. 4 7 7 No. 2 19 8 No. 1 19 8 No. 1/0 19 8 • CSJC-PWD AUG 2006 202 15950 The Contractor shall make inspections of the job to determine the exact lengths, quantities and amounts of materials required to provide a complete installation. 2.5 MAIN DISCONNECT A. Square D disconnect shall be NEMA 4X weatherproof and for use with rigid conduit (similar to Square D 221 ARD). 2.6. CONDUIT AND FITTINGS A. Rigid metal conduit and non-metallic conduit shall be in accordance with Division 16. PART 3 — EXECUTION 3.1 EXECUTION A. Minimum depths, approximate lengths of excavations and anode depths, are given on the plans. The Contractor shall determine the exact excavation length required to give a completed job. Trenches shall be excavated along straight lines and in accordance with Section 306 of the SSPWC. 3.2 BACKFILLING OF TRENCHES A. If a particular material is not designated, trenches shall be backfilled with native earth. All soil used as backfill must be free of all rock, gravel, metallic debris or similar hard material that is larger than one inch in diameter. B. A minimum of 1 foot of densified sand shall be placed over any pipeline exposed during the work and all cables installed horizontally whether or not in conduit per Section 306-1.3.3 of the SSPWC. All remaining backfill, other than for anode holes, shall be compacted to a density of ninety (90) percent as shown by the ASTM Standard Test Method No. D 1557-58T (latest revision). C. Backfill shall be made so that the finished trenches will conform to the grade as it existed before the commencement of the work. 3.3 ANODE WELL A. General: 1. The anode well shall be installed as detailed and at the locations indicated on the drawings. The anode well shall be dug by a rotary drilling rig. Steel casing, if required, shall be pulled after the anodes and coke backfill are in position. Installation and removal of casing or repair, if required, to anodes as a result of this operation, shall be done at the Contractor's expense. CSJC-PWD AUG 2006 203 15950 • B. Drilling: 1. The Contractor shall provide labor, equipment and supplies to drill one (1) hole to completed dimensions shown on plans. The portion of the hole that will contain the anode assembly shall remain uncased, and the remaining portion shall be encased as shown on the drawings and specified herein. Contractor/Driller shall keep a certified well drillers log during the entire drilling process and a copy of such shall be furnished to the PWD Engineer at the conclusion of the drilling process. 2. The Contractor shall notify Underground Service Alert, at (800) 422-4133, a minimum of two working days before any drilling begins. It is the responsibility of the Contractor to verify the location of all existing utilities prior to drilling. Any damage to existing utilities that may occur during the course of the project, and the repair of such, shall be the responsibility of the Contractor. C. Anode and Vent Pipe Placement: 1. The anodes shall be lowered into the well one at a time and suspended in the hole from no less than a two-inch diameter bar or pipe. The bar or pipe shall be placed directly over the center of the hole. The anode wires shall be taped to themselves and shall not be tied in a knot around the bar or pipe. Generally, each anode shall be placed in the hole at depths shown on the drawings, using colored tape marks as depth verification. However, field • modifications in anode placement may be made according to the driller's log if deemed necessary by the Engineer. At no time during installation shall the anode wires be bent or kinked around anything less than a two-inch bar or pipe. At no time during installation shall the anode that is being placed in the hole be allowed to make any contact with the anode below it. Caution shall be taken so as to not nick or cut any of the anode wires. Any such nicks or cuts could result in the rejection of the entire anode groundbed, if deemed necessary by the Engineer. 2. The two-inch Schedule 40 PVC vent pipe shall be lowered into the well after anode placement. The vent pipe shall be perforated throughout the coke breeze column with 3/8-inch holes on four-inch centers, drilled at 90 degrees apart. The vent pipe joints shall be glued and one #10 by %2-inch long self drilling stainless steel screw shall be placed in each joint. The vent pipe shall extend to the bottom of the hole as shown on the drawings. A PVC cap shall be installed on the bottom of the vent pipe prior to placement in the hole. The vent pipe shall be routed to the surface and installed as shown on the drawings. D. Backfill Of Anode Well Hole: 1. Backfill with coke breeze from the bottom of the hole to a point above the top anode as shown on the drawings. The coke breeze shall be thoroughly wetted, and poured into the hole. The coke breeze shall be poured at such a rate and manner that it will not "bridge" in the annular space between the anodes and the edge of the hole. Prior to backfilling operations, the hole shall • CSJC-PWD AUG 2006 204 15950 be flushed with clean water from the bottom of the hole up to remove drilling mud and cuttings to the satisfaction of the Engineer, the California Department of Health Services, Regional Water Quality Control Board and any other concerned regulatory authorities. 2. The Contractor shall electrically log the anodes during the backfill of the coke breeze to insure that all anodes are covered with coke breeze using the following method: A minimum 12 VDC power source shall be impressed on each individual anode, one at a time, using the anode wire as positive and a wire attached to a pipeline test station lead as negative. The amperage shall then be measured through a shunt with a millivolt meter. Amperage shall be measured and recorded on each individual anode during the following steps: a. Prior to coke breeze being placed into the hole. b. As the wetted coke breeze is being poured into the hole, using the measurements to determine when each anode has been covered with coke breeze. c. After the wetted coke breeze has been poured and is in place to a point above the top anode as shown on the drawings. Anode wires shall then be connected together and a minimum 12 VDC impressed on the entire anode groundbed. Voltage and amperage shall then be measured and recorded to determine the total groundbed resistance. 3. A copy of these measurements shall be furnished to the Engineer upon completion of the backfilling process. — 4. Backfill from the top of the coke column to ground level shall consist of a cement grout and Bentonite slurry, pumped through a minimum two inch I.D. grout pipe in compliance with PWD requirements and all laws and regulations regarding anode wells installed at this location. The grout pipe shall extend into the hole to a minimum depth of 50 feet from ground level. After the cement grout is in place, the grout pipe shall be removed from the hole and hauled from the jobsite by the Contractor. The grout pumping process shall not be started until the coke breeze has been in place for a minimum of two hours and shall be completed within 24 hours of placement of the coke breeze. The entire grout pumping process shall be completed prior to the drilling rig leaving the jobsite. E. Grout Seal: 1. The Contractor shall install a grout seal at the anode well as indicated on the drawings. The grout used for this seal shall be a workable slung consisting of Portland Cement, Bentonite, and water. Water content shall not exceed 6 gal. per 1 sack of cement. Bentonite shall be added to the cement grout in a quantity that is equivalent to 6% by weight of cement. F. Concrete: 1. The Contractor shall install concrete pads at the locations and as shown on the drawings. The concrete used in these pads shall be class 560-C-3250. CSJC-PWD AUG 2006 205 15950 • 3.4 DISPOSAL OF DRILLER'S MUD A. The Contractor, or his Subcontractor, shall dispose of the "Driller's Mud" used for drilling of the anode well in a manner acceptable to all cognizant agencies. The Contractor shall have the spent "Driller's Mud" tested for hazardous and toxic components in accordance with the California Code of Regulations (CCR), Title 22, Division 4, Environmental Health. If deemed hazardous or if required by any governing agency, the spent material must be removed, transported and disposed of in strict accordance with Title 22 and all appropriate hazardous waste laws and regulations. A written notification of the intent to dispose of the waste must be made to the State of California Department of Public Health Services whether sold to a recycling firm or consigned to a hazardous waste hauler. A receipt, in the format acceptable to the regulating authority, for the disposition of these materials shall be obtained from the consignee, and a certified copy given the PWD showing the amounts and destination or end use. The cost for processing and disposing of these wastes shall be included in the various bid items set forth in these documents and no additional compensation will be granted therefore. 3.5 START-UP AND TESTING A. Contractor shall test the cathodic rectifier station under actual operating • conditions prior to final acceptance by the PWD. During the test all control settings shall be adjusted as directed by the Engineer. Representatives of the rectifier unit supplier shall be present to make adjustments as required during testing at no additional cost to the PWD. 3.6 EXOTHERMIC WELDS A. The pipeline coating shall be removed from a 3 inch by 3-inch area and the steel cleaned to bright, shiny metal by mechanical grinding. - A proper sized copper sleeve shall be placed over the wire prior to welding. Only enough insulation shall be removed to permit the welding process. B. The finished weld shall be tested for adherence by striking the weld with five sharp raps from a minimum 12 -ounce hammer. If any signs of adhesion loss are present between the weld and the steel as a result of this test, the entire weld shall be removed and the cleaning and welding process repeated. After the weld has been allowed to cool, the entire connection shall be encapsulated with a Royston "Handy Cap" No. 2 weld cover and the pipe shall be restored in accordance with the Specifications. END OF SECTION • CSJC-PWD AUG 2006 206 15950 • APPENDIX - C Technical Specifications • G.\Vem\Projede\Sen Juan CeplebanoV4gh Wag Side RpWlne1Specfcagons\ F M.dm PART IV-APPENDICES Feb.a,2000 GENERAL CONTENTS • SECTION 10910 MISCELLANEOUS SPECIALTIES PART 1 - GENERAL 1.1 DESCRIPTION The Contractor shall construct, furnish, fabricate and install precast concrete vault and all the miscellaneous specialties as required by the specifications and as shown on the plans unless otherwise noted in CVWD Standard Specifications. 1.2 SUBMITTALS A. Shop drawings shall be submitted in accordance with Specification 01300 and the following. B. Submit detailed drawings of fabricated items, such as pipe supports, bolts, ladders, concrete anchors, and access hatches, and other miscellaneous specialties indicated for review. C. Catalog data sheets for the equipment. • 1.3 PRECAST VAULT Precast vault shall be in accordance with City Standard Specification 03462. 1.4 PAINTING AND COATING Painting and coating shall be in accordance with City Standard Specification 09900. 1.5 PIPE SUPPORTS See Section 15301 herein. PART 2 - PRODUCTS 2.1 MISCELLANEOUS METALWORK Miscellaneous metalwork, as used herein, is defined as all items required to be fabricated from structural steel or stainless steel shapes, plates, bars and their product. All structural steel, shapes, plates, bars, and their products shall conform to the "Standard Specifications for Structural Steel" (ASTM A36). Unless otherwise shown as stainless steel, all miscellaneous metalwork of fabricated steel shall be galvanized after fabrication. Items fabricated of stainless steel need not be galvanized. • GAVERMPROJECTS\SAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINBSPECIFICATIONS\10910 MISC SPEC.DOC MISCELLANEOUS SPECIALTIES High West Side Pipeline Project 10910- 1 2.2 ALUMINUM Structural shapes shall conform to ASTM B 308, Alloy 6061-T6. Plates and sheets shall conform to ASTM B 209. Tubing shall conform to ASTM B 241. 2.3 BOLTS AND NUTS The Contractor shall furnish and set all bolts and anchor bolts. Except where otherwise shown or specified, all bolts, anchor bolts and nuts which are buried or in contact with water or are in vaults shall be Type 316 stainless steel. All bolts, anchor bolts, nuts and screws not otherwise specified shall be ASTM A307 steel, galvanized after fabrication unless noted otherwise. 2.4 GALVANIZING Galvanizing, where specified shall be zinc coating for all plates, bolts, anchor bolts, and threaded parts shall be hot-dipped coated in accordance with ASTM A 153. Structural steel and pipe shall be zinc coated in accordance with ASTM A 123. 2.5 STAINLESS STEEL Except where otherwise specified, stainless steel plate, members, and washers shall be Type 316, ASTM A 167. Bolts shall be ASTM A 193, Grade B8M. Nuts shall be ASTM A 194, Grade 8M. Provide same material washers for each nut and bolt head. 2.6 WELDING ELECTRODES Welding electrodes for structural steel shall conform to AWS A5.5. Use electrodes in the E-70 series. Welding electrode for aluminum shall be 4043 filler metal and Type 347 electrode for stainless steel. 2.7 CONCRETE ANCHORS Drilled anchors shall be Type 316, stainless steel wedge anchors, unless otherwise indicated, as manufactured by Phillips Drill Company, or approved equal. Where steel anchors are indicated, they shall be one-piece design with expander ring consisting of steel zinc coated and chrome plated as manufactured by McCullough Industries, Inc., Kwik Bolt, or approved equal. 2.8 BURIED METAL APPURTENANCES All exposed buried metal appurtenances in contact with soil or water, including pipe, flanges, nuts, bolts, valves, couplings, etc., shall be given two (2) coats of Valspar Ballistic No. 1350 protective coating, or approved equal. GNERNIPROJECTSISAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINEISPECIFICATIONS\10910 MISC SPEC.DOC MISCELLANEOUS SPECIALTIES High West Side Pipeline Project 10910-2 2.9 LADDERS Fabrication and erection of all ladders shall be in accordance with the Specification for Design, Fabrication and Erection of Structural Steel for Buildings of the latest edition of the A.I.S.C. Manual, and Section 1910.27 of the latest edition of the OSHA standards, except as specified herein. Ladders shall be stainless steel. 2.10 LADDER UP SAFETY POST Ladder up safety post shall be installed on all ladders in all vaults. Safety post shall be manufactured of high strength steel with a telescoping tubular section that locks automatically when fully extended, and shall be hot dip galvanized. Upward and downward movement shall be controlled by a stainless steel spring balancing mechanism. Safety post shall be assembled and fastened to the ladder rungs in accordance with the manufacturer's instructions. Safety post shall be manufactured by the Bilco Company. 2.11 SAF-T-CLIMB A. Each ladder shall be equipped with a "SAF-T-CLIMB" fall prevention • device as manufactured by NORTH CONSUMER PRODUCTS, 2664-B Saturn Street, Brea, California 92621 (Telephone: (714)524-1655 or approved equal. B. The system shall include the following: 1. Required length of"SAF-T-NOTCH RAIL", Type 316 stainless steel. 2. All brackets necessary for attaching the rail to the ladder(Type 316 stainless steel). 3. Provide storage brackets and box mounted on hatch for the removal portion of the tube which extends above the roof hatch. 4. 48" removable rail extension (Type 316 stainless steel). 5. Two "SAF-T-LOCK SLEEVE" assemblies. 6. Two safety belts. 2.12 ACCESS HATCHES Access hatches shall be of the size and type indicated on the drawings. All • hatches shall have spring assisted opening devices. Hardware shall be Type GWERMPROJECTS\SAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINE\SPECIFICATIONS\10910_MISC SPEC.DOC MISCELLANEOUS SPECIALTIES High West Side Pipeline Project 10910-3 316 stainless steel and shall include but not be limited to hinges, automatic hold- open arms with release handle, springs, and spring covers. Hatches at precast vaults shall be designed for H-20 loading. A 1 '/2 inch drainage coupling shall be located in the channel frame. Provide heavy duty welded or bolted - on padlock hasp finished compatible with hatch. Access hatches shall be manufactured by BILCO, U.S. Foundry or approved equal. Contractor shall also provide a heavy duty padlock which shall be master-keyed to the Owner's requirements. Hatches shall be 4'-0" x 4'-0" clear dimensions unless otherwise indicated. PART 3 - EXECUTION 3.1 FABRICATION AND ERECTION A. General: Miscellaneous metal items shall be fabricated to straight lines and true curves. Drilling and punching shall not leave burrs or deformations. Permanent connections shall be welded continuously along the entire area of contact. Exposed work shall have a smooth finish with welds ground smooth. Joints shall have a close fit with corner joints coped or mitered and shall be in true alignment. Unless specifically indicated, there shall be no bends, twists, or open joints in any finished member nor any projecting edges or corners at intersections. Fastenings shall be concealed wherever possible. Built-up parts shall be free of warp. Exposed ends and edges of metal shall be slightly rounded. All boltholes shall be 1/16-inch in diameter larger than bolt size. Cast-in- place bolt locations shall be measured in the field before drilling companion holes in structural steel beam or assembly. B. Surfaces in Contact with Concrete: Surfaces of metalwork to be in contact with concrete shall be cleaned of rust, dirt, grease, and other foreign substances before placing concrete. 3.2 LADDERS Ladder rungs in precast vaults shall have a minimum diameter of 3/4-inch. The distance between rungs, cleats, and steps shall not exceed 12-inches and shall be uniform throughout the length of the ladder. The minimum clear length of rungs or cleats shall be 16-inches. Ladders shall be mounted to provide clearance in back of ladder so that the distance from the centerline of rungs, cleats, or steps to the nearest permanent object in back of the ladder shall be not less than 7-inches. 3.3 COMMON MACHINE BOLTS AND NUTS A. General: Bolts shall be inserted accurately into the boltholes without damaging the thread. Boltheads shall be protected from damage during driving. Boltheads and nuts shall rest squarely against the metal. Where bolts are to be used on beveled surfaces having slopes greater than 1 in 20 with a plane normal to the bolt axis, beveled washers shall be provided _ G:IVERNIPROJECTS\SAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINE\SPECIFICATIONS\10910 MISC SPEC.DOC MISCELLANEOUS SPECIALTIES High West Side Pipeline Project 10910-4 • to give full bearing to the head or nut. Where self-locking nuts are not furnished, bolt threads shall be upset to prevent the nuts from backing off. When stainless steel bolts are in contact with dissimilar metals, insulating sleeves and phenolic washers shall be incorporated to electrically isolate the bolts. B. Bolt Insertion: Bolts shall be of the length that will extend entirely through but not more than 1/4-inch beyond the nuts. Boltheads and nuts shall be drawn tight against the work. Boltheads shall be tapped with a hammer while the nut is being tightened. After having been finally tightened, the nuts shall be locked. 3.4 ANCHOR BOLTS AND ANCHORS A. General: Bolts and anchors shall be preset by the use of templates. Concrete anchors shall not be used where cast-in-place anchor bolts are called for. B. Protection of Anchor Bolts: After anchor bolts have been embedded, bolt threads shall be protected by applying grease and be having the nuts screwed on until the time of installation of the equipment or metalwork. 3.5 CONTROL OF FLAME CUTTING • The use of a gas-cutting torch in the field for correcting fabrication errors on any member in structural framing shall not be permitted. A flame-cutting torch shall be used only on minor members, when the member is not under stress. 3.6 GALVANIZING When a fabricated item is called to be galvanized, it shall be galvanized in accordance with ASTM A123 and all applicable documents listed there in. Where fabricated pieces are too large to be galvanized as a single unit, the fabricated piece may be broken down into smaller units to be welded or bolted together after galvanizing. The location of all added connections must be clearly identified as such on a shop drawing submitted to the Engineer for approval. All welded connections must be repaired in accordance with methods Al or A3 of ASTM A780. Repairs of other defects such as those caused by inadequate surface preparation, failure to remove weld slag, rough welding, poor galvanizing practice or defects due to any other causes shall only be accepted or approved by the Engineer after inspecting the item after delivered to the jobsite. 3.7 REPAIR OF GALVANIZED SURFACES Damaged galvanized metal surfaces shall be repaired or replaced at no cost to the District. Repair of galvanized surfaces shall be accomplished by use of DRYGALV as manufactured by the American Solder and Flux Company; Cold • GAVERMPROJECTSGSAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINE\SPECIFICATIONS110910 MISC SPEC.DOC MISCELLANEOUS SPECIALTIES High West Side Pipeline Project 10910-5 Galvanizing Repair Compound as manufactured by Rust-Oleum, applied in accordance with the manufacturer's instructions; or approved equal. 3.8 STORAGE OF MATERIALS All material, either plain or fabricated, shall be stored above ground on platforms, skids, or other supports. Material shall be kept free from dirt, grease, and other foreign matter and protect from corrosion. 3.9 WELDING A. Steel: Welding of steel shall be performed by the Shielded Metal Are Welding (SMAW) process. Welding procedures shall comply with AWS D1.1. B. Aluminum: Welding of aluminum shall be performed by the Gas Metal Are (MIG) or Gas Tungsten Arc(TIG) process, per the AWS Welding Handbook. 3.10 CORROSION PROTECTION Aluminum surfaces that are in contact with or embedded in concrete shall be coated in accordance with CVWD Standard Specifications Section 09900, Painting and Coating. Coating shall be allowed to dry before placing in or against concrete. END OF SECTION GAVERNIPROJECTMSAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINE\SPECIFICATIONS\1091C MISC SPEC.DOC MISCELLANEOUS SPECIALTIES High West Side Pipeline Project 10910-6 • SECTION 15000 PIPING, GENERAL PART 1 - GENERAL 1.1 SCOPE OF WORK A. The CONTRACTOR shall provide all piping systems indicated, complete and operable, in accordance with the Contract Documents. B. The drawings define the general layout, configuration, routing, method of support, pipe size, and pipe type. The mechanical drawings are not pipe construction or fabrication drawings. It is the CONTRACTOR's responsibility to develop the details necessary to construct all mechanical piping systems, to accommodate the specific equipment provided, and to provide and install all spools, spacers, adapters, supports, anchors, and connectors for a complete and functional system. 1.2 CONTRACTOR SUBMITTALS A. General: Submittals shall be furnished in accordance with Section 01300 - Submittals. • B. Shop Drawings: Shop Drawings shall contain the following information: 1. Drawings: Layout drawings including all necessary dimensions, details, pipe joints, fittings, specials, valves, appurtenances, anchors, supports, guides, and material lists. Fabrication drawings shall indicate all spool pieces, spacers, adapters, connectors, fittings, and supports to accommodate the equipment and valves in a complete and functional system. C. Samples: All expenses incurred in making samples for certification of tests shall be bome by the CONTRACTOR at no increase in cost to the OWNER. D. Certifications 1. All necessary certificates, test reports, and affidavits of compliance shall be obtained by the CONTRACTOR and shall be submitted to the Engineer. 2. Fabricator Statement: A statement from the pipe fabricator certifying that all pipes will be fabricated subject to a recognized Quality Control Program. An outline of the program shall be submitted to the ENGINEER for review prior to the fabrication of any pipe. • G:Wem\Pro)ects\San Juan CapistranoUilgh West Side P1pe1ine\SpeGflcations\15000_gen pipe.doc PIPING, GENERAL High West Side Pipeline Project 15000- 1 1.3 TRENCHING, BACKFILLING, AND COMPACTION Trenching, backfilling, and compaction shall be completed in accordance with Section 02223 of CVWD Standard Specifications. 1.4 CHLORINATION Disinfection of the water mains and facilities shall be in accordance with Section 15041 of CVWD Standard Specifications. 1.5 PIPE IDENTIFICATION Domestic pipeline identification shall be in accordance with Section 15151 of CVWD Standard Specifications. 1.6 AIR VALVES ASSEMBLY Air valves shall be combination air release and vacuum relief valves and shall be in accordance with CVWD Standard Specifications 15089. 1.7 MANUAL VALVES Gate valves and other required valves shall be in accordance with the CVWD Standard Specifications 15100. 1.8 PRESSURE REDUCING VALVES Pressure reducing valves shall be in accordance with CVWD Standard Specifications 15300. PART 2 - PRODUCTS 2.1 GENERAL A. Extent of Work: All pipes, fittings, and appurtenances shall be provided in accordance with the requirements of the applicable Sections of Division 15 and as indicated. B. Pipe Supports: All pipes shall be adequately supported, restrained, and anchored in accordance with the requirements of Section 15301 - Pipe Supports, and as indicated herein and on the plans. C. Lining: Application, thickness, and curing of pipe coating shall be in accordance with the requirements of this applicable Sections of Division 15, unless otherwise indicated. D. Coating: Application, thickness, and curing of pipe coating shall be in accordance with the requirements of the applicable Sections of Division _ GAVem\Projects\San Juan Capistrano\Hlgh West Side Pipeline\Specficatio�\15000_gen pipe.doc PIPING, GENERAL High West Side Pipeline Project 15000-2 • 15, unless otherwise indicated. Pipes above ground or in structures shall be field-coated in accordance with Section 09900 - Protective Coating. E. Pressure Rating: All piping systems shall be designed for the maximum expected pressure as defined in Section 15042. F. Inspection: All pipe shall be subject to inspection at the place of manufacture. During the manufacture of the pipe, the ENGINEER shall be given access to all areas where manufacturing is in progress and shall be permitted to make all inspections necessary to confirm compliance with requirements. G. Tests: Except where otherwise indicated, all materials sued in the manufacture of the pipe shall be tested in accordance with the applicable specifications and standards. The CONTRACTOR shall perform all tests at no additional cost to the OWNER. H. Welding Requirements: All welding procedures used to fabricate pipe shall be prequalified under the provisions of ANSI/AWS D1.1 - Structural Welding Code. Welding procedures shall be required for longitudinal and girth or spiral welds for pipe cylinders, spigot and bell ring attachments, reinforcing plates and ring flange welds, and plates for lug connections. • 2.2 PIPE FLANGES A. Flanges: Where the design pressure is 150 psi or less, flanges shall conform to either ANSI/AWWA C207 - Steel Pipe Flanges for Waterworks Service--Sizes 4 In. Through 144 In., Class D, or ANSI/ASME B16.5- Pipe Flanges and Flanged Fittings, 150-Ib class. Where the design pressure is greater than 150 psi up to a maximum of 275 psi, flanges shall conform to either ANSI/AWWA C207 Class E or Class F, or ANSI/ASME B16.5 150-Ib class. However, AWWA flanges shall not be exposed to test pressures greater than 125 percent of rated capacity. For higher test pressures, then ext higher rated AWWA flange or an ANSI-rated flange shall be selected. Where the design pressure is greater than 276 psi up to a maximum of 700 psi, flanges shall conform to ANSI/AWWA C207. Flanges for miscellaneous small pipes shall be in accordance with the standards indicated for these pipes. B. Blind Flanges: Blind flanges shall be in accordance with ANSI/AWWA C207, or as indicated for miscellaneous small pipes. All blind flanges for pipe sizes 12 inches and over shall be provided with lifting eyes in form of welded or screwed eye bolts. C. Flange Coating: All machined faces of metal blind flanges and pipe flanges shall be coated with a temporary rust-inhibitive coating to protect the metal until the installation is completed. • G:Wenn\Proiects\San Juan Capistrano\High West Side Pipeline\Spedfications\l5000yen pipe.doc PIPING, GENERAL High West Side Pipeline Project 15000-3 D. Flange Bolts: All bolts and nuts shall conform to Section 10910 - Miscellaneous Metalwork. Studs and bolts shall extend through the nuts a minimum of/.-inch. All-thread studs shall be used on all valve flange connections, where space restrictions preclude the use of regular bolts. E. Insulating Flanges: Insulated flanges shall have bolt holes ''/,-inch diameter greater than the bolt diameter. F. Insulating Flange Sets: Insulating flange sets shall be provided where indicated. Each insulating flange set shall consist of an insulating gasket, insulating sleeves and washers and a steel washer. insulating sleeves and washers shall be one piece when flange bolt diameter is 1-1/2-inch or smaller and shall be made of acetal resin. For bolt diameters larger than 1-1/2-inch, insulating sleeves and washers shall be 2-piece and shall be made of polyethylene or phenolic. Steel washers shall be in accordance with ASTM A 325 - Specification for Structural Bolts, Steel, Heat Treated, 120/105 psi Minimum Tensile Strength. Insulating gaskets shall be full- face. Insulating Flange Manufacturers, or approved equal shall be: 1. JM Red Devil, Type E; 2. Maloney Pipeline Products Co., Houston; — 3. PSI Products, Inc., (Frost Engineering Service Co., Costa Mesa, California.). G. Flange Gaskets: Gaskets for flanged joints shall be full-faced, 1/16-inch thick compressed sheets of aramid fiber base, with nitrile binder and non- stick coating, suitable for temperatures to 700 degrees F, a pH of one to eleven, and pressures to 1,000 psig. Blind flanges shall have gaskets covering the entire inside face of the blind flange and shall be cemented to the blind flange. Ring gaskets shall not be permitted, unless otherwise indicated. Flange Gasket Manufacturers, or approved equal shall be: 1. John Crane, Style 2160; 2. Garlock, Style 3000. 2.3 THREADED INSULATING CONNECTIONS A. General: Threaded insulating bushings, unions, or couplings, as appropriate, shall be used for joining threaded pipes of dissimilar metals and for piping systems where corrosion control and Cathodic protection are involved. — GAVem\Projects\San Juan Capistrano\High West Side Pipeline\Spedfications\15000—gen pipe.doc PIPING, GENERAL High West Side Pipeline Project 15000-4 • B. Materials: Threaded insulating connections shall be of nylon, Teflon, polycarbonate, polyethylene, or other non-conductive materials, and shall have ratings and properties to suit the service and loading conditions. 2.4 MECHANICAL-TYPE COUPLINGS (GROOVED OR BANDED PIPE) A. General: Cast mechanic0al-type couplings shall be provided where indicated. The couplings shall conform to the requirements of ANSI/AWWA C606 - Grooved and Shouldered Joints. All gaskets for mechanical-type couplings shall be compatible with the piping service and fluid utilized, in accordance with the coupling Manufacturer's recommendations. The wall thickness of all grooved piping shall conform with the coupling manufacturer's recommendations to suit the highest expected pressure. To avoid stress on equipment, all equipment connections with mechanical-type couplings shall have rigid-grooved couplings, or harness sets in sizes where rigid couplings are not available, unless thrust restraint is provided by other means. All mechanical-type couplings on buried piping shall be bonded. The CONTRACTOR shall have the coupling Manufacturer's service representative verify the correct choice and application of all couplings and gaskets, and the workmanship, to assure a correct installation. To assure uniform and compatible piping components, all grooved fittings, couplings, and valves shall be from the same manufacturer. • B. Manufacturers of Couplings for Steel Pipe, or equal 1. Gustin-Bacon (Aeroquip Corp.) (banded or grooved); 2. Victaulic Style 41 or 44 (banded, flexible); 3. Victaulic Style 77 (grooved, flexible); 4. Victaulic Style 07 or HP-70 (grooved, rigid). 2.5 SLEEVE-TYPE COUPLINGS A. Flexible Pipe Couplings Flexible pipe couplings shall be in accordance with Section 15162 of CVWD Standard Specifications. 2.6 PIPE THREADS A. All pipe threads shall be in accordance with ANSI/ASME 131.20.1 - Pipe Threads, General Purpose (inch), made up with Teflon tape, unless otherwise indicated. • G:Wenn\PmJects\San Juan Capistrano\High West Side Pipe11ne\Specificat1ons\15000_gen pipe.doc PIPING, GENERAL High West Side Pipeline Project 15000-5 PART 3 - EXECUTION 3.1 MATERIAL DELIVERY, STORAGE, AND PROTECTION A. All piping materials, fittings, valves, and accessories shall be delivered in a clean and undamaged condition and stored off the ground for protection against oxidation caused by ground contact. All defective or damaged materials shall be replaced with new materials. 3.2 GENERAL A. All pipes, fittings, and appurtenances shall be installed in accordance with the requirements of the applicable sections herein. B. Lined Piping Systems: The lining manufacturer shall take full responsibility for the complete, final product and its application. All pipe ends and joints of lined pipes at screwed flanges shall be epoxy-coated to assure continuous protection. C. Core Drilling: Where core drilling is required for pipes passing through existing concrete, core drilling locations shall be determined by radiograph of concrete construction to avoid damage to embedded raceways and rebars. D. Cleanup: After completion of the work, all remaining pipe cuttings,joining and wrapping materials, and other scattered debris, shall be removed from the site. The entire piping system shall be handed over in a clean and functional conditions. END OF SECTION GAVernTrojects\San Juan Capistrano\High West Side Pipe1ine\Specificadons%15o00yen pipe.doc PIPING, GENERAL High West Side Pipeline Project 15000-6 • SECTION 15301 PIPE SUPPORTS PART 1 - GENERAL 1.1 SCOPE OF WORK The CONTRACTOR shall provide pipe supports, hangers, guides, and anchors, complete, in accordance with the Contract Documents. 1.2 CONTRACTOR SUBMITTALS A. General: Submittals shall be in accordance with Section 01300. B. Shop Drawings: Shop drawings shall include the following information: 1. Drawings of pipe supports, hangers, anchors, and guides; 2. Calculations for special supports and anchors (See Section 15301, 2.7). PART 2 - PRODUCTS • 2.1 GENERAL REQUIREMENTS A. Materials of Construction: 1. General: All pipe support assemblies, including framing, hardware, and anchors, shall be steel construction, galvanized after fabrication, unless otherwise indicated (See Section 2.4). 2. See details on drawings. B. Point Loads: Any meters, valves, heavy equipment, and other point loads on pipes, shall be supported on both sides, according to manufacturer's recommendations to avoid undue pipe stresses and failures. 2.2 MANUFACTURED SUPPORTS Stock Parts: Where not specifically indicated, designs which are generally accepted as exemplifying good engineering practice and use stock or production parts, shall be utilized wherever possible. Such parts shall be locally available, new, of best commercial quality, designed and rated for the intended purpose. 2.3 COATING Galvanizing: Unless otherwise indicated, all fabricated pipe supports other than . stainless steel or non-ferrous supports shall be blast-cleaned after fabrication GAVem\ProJects\San Juan Capistrano\High West Side Pipeline\SpeGflwtlons\15301_pipesupport.doc PIPE SUPPORTS High West Side Pipeline Project 15301 - 1 and hot-dip galvanized in accordance with ASTM A 123 - Specifications for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products. PART 3 - EXECUTION 3.1 INSTALLATION A. General: All pipe supports, hangers, brackets, anchors, guides, and inserts shall be fabricated and installed in accordance with the manufacturer's printed instructions and ANSI/ASME B31.1 - Power Piping. All concrete inserts for pipe hangers and supports shall be coordinated with the formwork. B. Appearance: Pipe supports and hangers shall be positioned to produce an orderly, neat piping system. All hanger rods shall be vertical, without offsets. Hangers shall be adjusted to line up groups of pipes at the proper grade for drainage and venting, as close to ceilings or roofs as possible, without interference with other work. 3.2 FABRICATION A. Quality Control: Pipe hangers and supports shall be fabricated and installed by experienced welders and fitters, using the best welding procedures available. Fabricated supports shall be neat in appearance — without sharp corners, burrs, and edges. END OF SECTION G:Wero\Projects\San Juan CaplstranoWigh West Side Pipellne\Specifications\15301_pipesupport.doc PIPE SUPPORTS High West Side Pipeline Project 15301 -2 • SECTION 15305 PIPELINE CONNECTIONS TO EXISTING FACILITIES PART 1 - GENERAL 1.1 DESCRIPTION This section includes requirements for connection to and abandonment of existing water facilities. 1.2 RELATED WORK SPECIFIED ELSEWHERE A. Piping, General Section 15000 1.3 LOCATION As the Contractor's first order of work, the connection points to the existing water system shall be potholed to identify depth, diameter and pipe material. Coordinates and Dimensions to locate the exact pothole location shall also be documented. Pothole information shall be immediately provided to the Engineer for review. See requirements of Section 01300. PART 2 - MATERIALS • All materials used in making the connection or removing the facility from service shall conform to the applicable sections of these specifications and the contract drawings. PART 3 - EXECUTION 3.1 CONNECTION TO EXISTING WATERLINES A. Notification: The Contractor shall give the Owner a minimum of ten (10) working days notice in writing before the time of any required shutdown of existing mains or services. The Owner shall determine the actual time and date of shutdown B. Authorization: Connections shall be made only in the presence of the Owner Representative. No connection work shall be performed prior to authorization by the Owner. C. Time Schedule: The Contractor is restricted to a time limit not exceeding 48 hours to connect the new pipelines to the existing pipeline, with required fittings, and restore water service, after the Owner has drained the pipeline. D. Material: The Contractor shall fumish all pipe and materials as may be required for connections including but not limited to: labor and equipment necessary to make the connections; all required excavation; backfill; lights; • barricades; water truck; highline hose; and fittings for making the G1VERNIPROJECTMAN JUAN CAPISTRANOWIGH WEST SIDE PIPELINESPECIFICATIONS\15305_CONN TO EX.DOC PIPELINE CONNECTIONS TO EXISTING FACILITIES High West Side Pipeline Project 15305-1 connections. The Contractor shall provide verification to the Owner that all necessary materials and personnel are on-site before requesting shutdown or commencing with connection to existing mains or services. E. Inadequate Progress: If progress is inadequate during the connection operations to complete the connection in the time specified, the Engineer shall order necessary corrective measures. All costs for corrective measures shall be paid by the Contractor. F. Connections: Connections shall be made with as little change as possible in the grade of new main. If the grade of the existing pipe is below that of the new pipeline, a sufficient length of the new line shall be deepened so as to prevent the creation of any high spot or abrupt changes in grade of the new line. Where the grade of the existing pipe is above that of the new pipeline, the new line shall be laid at specified depth, except for the first joint adjacent to the connection, which shall be deflected as necessary to meet the grade of the existing pipe. If sufficient change in direction cannot be obtained by the limited deflection of the first joint, a fitting of the proper angle shall be installed. Where the connection creates a high or low spot in the line, a standard air release or blowoff assembly shall be installed as directed by the Engineer. G. Testing: The new pipeline shall be disinfected and hydrostatically tested in accordance with Sections 15041 and 15042. — 3.2 REMOVAL OF EXISTING MAINS AND APPURTENANCES FROM SERVICE A. General: Existing mains shall be removed from service at the locations shown on the plans or as directed by the Engineer. B. Method of Abandonment: Existing pipe and appurtenances to be abandoned in place shall be plugged, and abandoned in place at the locations shown on the Drawings. C. Storage of Removed Material: Removed pipe and appurtenances may be temporarily stockpiled on the job in a location that will not disrupt traffic or be a safety hazard as Directed by the Owner's Representative. Removed appurtenances to be salvaged as shown on the plans shall be delivered to the Owner's storage yard as directed by the Owner. Removed pipe shall be disposed of by the Contractor in conformance with Federal, State and local regulations. D. Maintenance of Service: Before excavating for laying mains that are to replace existing pipes and/or services, the Contractor shall make proper provisions for maintenance and continuation of service as directed by the Owner. END OF SECTION G:\VERN\PROJECTS\SAN JUAN CAPISTRANO\HIGH WEST SIDE PIPELINE\SPECIFICATIONS\15305 CONN TO EKDOC PIPELINE CONNECTIONS TO EXISTING FACILITIES High West Side Pipeline Project 15305-2 • APPENDIX - D American Public Works Association Standard Drawings • GAVem\FingaVSen Juan CspiseanoW,,h West Side PipelinelSpedeoaeons�Fpan4.doo PART IV-APPENDICES February 2008 GENERAL CONTENTS \ Z \ Z m E E • vEy 150 mm u E 50 mrrl 0 BATTER 8:12 . . BATTER 8:12 U U SLOPE 8.3% E E , . LEVEL 25 mm B1 -150(6) 82-150(6) (' W 20 mm E (3f4") R m E 150 m 150 mm 150 m � (6") 6 MIN (6") BATTER 8:12 BATTER 8:12 BOTH SIDES LL SLOPE 2.0% v LEVEL E . . E� E 83-150(6) 25(1 ) D2-150(6) NOTES: 1. THE LAST NUMBER IN THE DESIGNATION IS J THE CURB FACE (CF) HEIGHT, mmINCHES). lOM x 250 mm 2. GUTTER WIDTH, W, IS 600 mm (24 E »v x ® 1000 mm OC UNLESS OTHERWISE SPECIFIED. E 150 mm v( #4 x 10" ® 4' OC) 3. TYPES 01, B2, B3 AND C2 SHALL BE 0E CONSTRUCTED FROM PCC. E 6 GROUTED IN PLACE 4. TYPE D2 CURB SHALL BE CONSTRUCTED 0 BATTER 8:12 FROM ASPHALT CONCRETE. tD E-� 5. TYPE C2 CURB SHALL BE ANCHORED WITH v E a STEEL DOWELS AS SHOWN OR WITH AN Nv EPDXY APPROVED BY THE ENGINEER. 6. ALL EXPOSED CORNERS ON PCC CURBS 75 mm (3") AND GUTTERS SHALL BE ROUNDED WITH A j 15 mm (1/2") RADIUS. 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACTLY EQUAL VALUES. USE EITHER METRIC OR ENGUSH VALUES, AS REQUIRED, BUT NOT BOTH, EXCEPT THAT C2-150(6) ASTM 615 REINFORCING STEEL MAY BE SUBSTITUTED FOR ASTM'615M STEEL. AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIA CHAPTER PRdMRGAMN THE CURB AND GUTTER - M.OUNTA13LE METRIC STANDARD PLAN PUBLIC WORKSSTANDAROS GREEN "NNNRiEE INC. 121 - 1 REV 19W USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 • • APPENDIX — E City of Dana Point Encroachment Permit Conditions • G1Vemje NSanJuanCaplstrawHighWestSideMpeluuASpedfcWnreli4 arl4.doc PART IV-APPENDICES W February 20M GENERAL CONTENTS . CITY OF DANA POINT PUBLIC WORKS /ENGINEERING DEPARTMENT 33782 CO6en Latent' Nre Pat,CA 92(29 (949)243-MM rax(9q 248-7372 STANDARD ENCROACHMENT PERMIT CONDITIONS Revised February 12, 2007 The fol/owing standard conditions to be part of Encroachment Permit No. 1. No access or work shall be performed within the City right-of-way without the full knowledge of the assigned City Public Works Inspector who shall be given not lass than 48 hours advance notice of the initiation of permitted use at(949)248-3575. 2. Underground Service Alert(USA 1-800-227-2600) must be notified priorto any excavation or concrete removals. The inspector may revoke any permit started without a "Dig Alert"number. 3. Written notice of intended work shall be posted by the permitter at each residence within a 1,000' radius, seventy-two hours priorto commencing any work. Proof of all notifications shall be provided to the City Public:Works Inspector priorto commencement of work. • 4. Applicant agrees that it shall be his responsibility to provide the contractor, subcontractor, or any other agent responsible for construction of the permitted use withn the City right-of-way, with a copy of the Encroachment Permit and a complete set of approved plans which shall be on the job at all times. 5. Permitted use shall be constructed in accordance with the City specifications and approved plans subject to inspection and approval by the City inspector. Certification for all materials and work, including compaction tests, shall be fum'shed by the applicant upon request by the City inspector. Any requied compaction testing shall be paid for by the permittee. 6. Per Section 14.01.050 of the Dana Point Municipal Code, Applicant agrees to (on each application) indemnify, protect, defend and hold harmless the City and each of its officers, agents, employees and contract employees against all liabilities, claims, demands, judgments or causes of action, including related expenses, attorney's fees and costs for any accident of loss or damage to persons or property which may in any manner or form arise in consequence of the issuance of this permit or any work performed in consequence thereof granted pursuant to the application. If the applicant is a contractor licensed by the State of California, the contractor shall maintain in full force and effect during the term of the permit and agrees to endorse general and umbrella liability coverage required herein to include the City as additional insured under the insurance coverage required here using standard ISO endorsement number CG 20 10 attached to an ISO-CGL policy with an edition date of 1991 or earlier and which does not limit the scope of coverage for the additional insured to vicarious liability or to the additional insured's supervision of a given project and which allows coverage to apply to the additional insured to the full extent provided by the policy. In no event will the contractor use an additional insured endorsement with an edition date of 1993 or later. The contractor also agrees to require all contractors, subcontractors and anyone else involved in any way with the project contemplated by this agreement to do likewise. • 1 have read 8 understand the conditions fisted on this page I agree to comply wflh these conditions and accept the pent nes for non compflance set forth by these cord flons, the City of Dana Point Municipal Code,and all applicable regulations of the State of California. ApplicanflPermitbee's Inlfials I:\Permit Database\Counter_A n\aan is\�etoachment Permit\R 530 021207 - ENCROACFaffiTT STANDARD wucrTIONS.➢ City of Dana Point Page 2 of X55 Standard Encroachment Conditions The liability insurance coverage values shall be: Insurance Limit Requirements Coverage Requirement Comprehensive $1,000,000.00 General Liability Workers Compensation and 1,000,000.00 Employer's Liability Comprehensive 1,000,000.00 Automobile Liability A combined single limit policy with aggregate limits in the amount of two million dollars ($2,000,000) will be considered equivalent to the required minimum limits. If the applicant is the owner of property that is the subject of the proposed work, the owner shall agree to endorse general and umbrella liability coverage required herein to include the City as additional insured under the owners homeowners insurance coverage. The liability insurance coverage value shall be: Comprehensive $500,OOO.00I Personal Liability: (Added by Ord. 98-04, 623/98) 7. Per Section 14.01.120 of the Dana Point Municipal Code, if in the opinion of the Director of Public Works, the work proposed to be done requires the making of plans or the setting of survey stakes, or both, the Director of Public Works may require the application to be accompanied by the necessary plans, which plans shall be prepared, signed and sealed by a registered civil engineer or traffic engineer licensed in the State of California. (Added by Ord. 98-04, 6/23/98; amended by Ord. 03-13, 6/27/03). 8. 14.01.140 Permitted Work Hours. No work for which a valid permit has been issued shall be done except within the following permitted work hours unless otherwise approved in writing by the Director of Public Works, the City Engineer, or their designee: a. Local Residential. or Collector Streets with a Traffic Volume of Less than 5,000 Vehicles Per Day: Work shall not begin before 7:30 a.m. or continue after 5:00 p.m., Monday through — Friday, excluding City designated holidays. 1 have read&understand the condhions listed on this page. I agree to comply with these conditions and accept the penalties for non compliance sit forth by these conditions, the City of Dana Point Municipal Code,and all applicable regulations of the state of California. Applicant/Permlttee's Initlals City of Dana Point Page 3 of 5565 Standard Encroachment Conditions • b. Local Residential or Collector Streets with a Traffic Volume Greater than 5.000 Vehicles Per Day: Work shall not begin before 8:30 a.m. or continue after 3:30 p.m., Monday through Friday, excluding City designated holidays. C. Arterial Streets excluding Pacific Coast Highway Del Prado and a portion of Stonehill Drive: Work shall not begin before 8:30 a.m. or continue after 3:30 p.m., Monday through Friday, excluding City designated holidays. d. Pacific Coast Hiahway, both directions between the San Juan Creek bridge and Crystal Lantern: Work must be done at night between the hours of 9 p.m. and 5 a.m., Sunday through Thursday, excluding City designated holidays. Daytime work may be acceptable upon advanced written approval by the Director of Public Works, the City Engineer, or their designee. e. Pacific Coast Highway between Crystal Lantern and the City Limit: Work shall not begin before 9:00 a.m. or continue after 3:00 p.m., Monday through Friday, excluding City designated holidays. f. Del Prado between Blue Lantern and Cooper Lantern: Work shall not begin before 9:00 a.m. or continue after 3:00 p.m., Monday through Friday, excluding City designated holidays. g. Stonehill Drive between City Limit and Golden Lantern: Work shall not begin before 9:00 a.m. or continue after 3:00 p.m., Monday through Friday, excluding City designated holidays. 9. Per Section 14.01.220 of the Dana Point Municipal Code, a permittee shall place and maintain adequate warning signs, lights, and devices throughout the length of the work and at each end of the project until the work is completed to the satisfaction of the Director of Public Works, conforming • to the State of California Division of Highway Uniform Sign Chart and one of the latest versions of the following publications: (a)Work Area Protection and Traffic Control Manual, latest edition; or (b)Work Area Traffic Control Handbook(WATCH) latest edition; or (c) Manual of Traffic Controls for Construction and Maintenance Work Zones, latest edition, issued by the State of California, Department of Transportation; or (d) Manual of Uniform of Traffic Control Devices, latest edition, issued by the U.S Department of Transportation and Federal Highway Administration. The permittee shall take such other precautions as may be necessary for the protection of the traveling public. The Director of Public Works or City Engineer may, as a condition of the issuance of a permit, specify such additional signs or warning devices or measures to be used by the permittee, but the failure of the Director of Public Works or City Engineer to so specify the signs, devices, or measures shall not relieve the permittee of his or her obligatioh hereunder. All proposed traffic control devices used for construction activities in any public right-of-way shall be approved by the Director of Public Works or City Engineer prior to implementation. At the discretion of the Director of Public Works or City Engineer, a permittee may be required to generate traffic control plans signed by a licensed traffic or civil engineer prior to work being allowed. (Added by Ord. 98-04, 6/23/98; amended by Ord. 03-13, 8/27/03, amended by Ord. 06-14, 12/13/06). 10. The roadvrey, including sidewalks, shall be free of all obstructions and completely open to traffic at the end of each working day(no laterthan 3:30 p.m.on arterial streets). No equipment or materials may be left in the Cityright-of-way overnight without specific permission on an approved pert from the City of Dana Point it. All approaches to private driveways and intersecting roadsand streets shall be keptopen to traffic at all times, unless otherwise approved by the Director of Public Works • 12. Applicant shall properly place advanced warning signs on the City right-of-way, such as "Steel Plates I haw read 8 understand rhe conditions listed on this page. I agree to comply with these conditions and accept the penalties for non cornpllence set forth by these conditions, the City of Dana Point Municipal Code,and all applicable regulations of the State of California. ApplicantlPennftee's Male City of Dana Point Page 4 of X555 Standard Encroachment Conditions Ahead" or approved sign when using steel plates as part of the construction. 13. Applicant shall comply with NPDES requrements for general constuction actitity providing appropriate BMP,WQMP,erosion control and drainage measures as applicable for the project to ensure the project does not conflict with NPDES and City requirements. Required BMPs are available in the handout area of the Public Works and Engineering Department or at www.cabmohandbooks.com. This condition applies to alf projects. 14. Sandbags mustbe on site for storm drain protection prior to any work, a NPDES plan and/or report may be required (see Best Management Pracfce SE-8 available at the handouts section of Me Public Works&Engineering Depafirneno. 15. Permittee shall prevent dust or other materials from becoming a nuisance or annoyance per Best Management Practice WE-1. 16. All roadside drainage shall be restored to a true grade and the intake and outlet ends of all culverts shall be leftfree from all excess materials and debris. 17. At least 24 hours in advance of any storm event where the probability of rain is 40 percent or greater, all BMPsthat are installed in the curb and gutter , in front of or on a storm dram catch basin, or around storm drain drop inlets are to be removed to prevent blocking of any storm drain or impede on drainage. This does not relieve the Contractor's obligation to prevent silt or sediment or any other pollutant from entering the storm drain system as a result of work activities. 18. Alf excavations mustbe backilfed or properly protected at the end of each working day. Non Skid metal plates shall be fastened down to prevent moving. Metal plates will not be allowed to remain in traffic lanes more than 5 consecutive working days. On residential streets, temporary asphalt shall be used to eliminate any vertical edges On arterial or collector streets, metal plates shall be installed flush to the pavement surface. All street excavations must be covered with asphalt or other type of smooth, non- erodible surface at the end of each working day and maintained in a clean and neat manner at all times Pedestrian access must be maintained on a smooth, non-arodble surface at all times 19. If, afterthe backfilling of an excavation the permittee fails or refuses to resurface or repair that porton of the surface of the highway damaged in conjunction with this permit in any manner whosoever, or if the Director of Public Works has elected to do such resurfacing or repaiing, the Director of Public Works shall do so and the permittee shall be charged with the cost thereof computed by the Director of Public Works. 20. All native material backfill shall be compacted to a relative density of at least 90% of the maximum density. The top 6"shall be compacted to 95%. 21. When excavations are made in a parkvey area,it shall be returned to its pre-existing condition. 22. All excavated material shall be cast away from the improved porton of the highvay. Excavated material cannot be sioclipiled on any City streets, and the City right-of-way shall be leftin neatand orderly condition. All materials indicated to be removed shall be recycled per the requirements as defined in Dana Point Municipal Code Section 6.12.020 is MANDATORY. 23. If it becomes necessary to repair any excavation due to settlement or any cause due to the permitted work, the permittee shall make rapers upon request or pay to the engineer costs incurred for said repairs. These costs may be withheld from the posted security deposit. i have read&understand the conditions listed on We Paye. I agree to comply with these conditions and accept the penaMles for non compliance set forth by these conditions, the City of Dana Point Municipal Code,and aft applicable regulations of the Stare of California. ApplicantlPermiftWs Initials City of Dana Point Page 5 of¢555 Standard Encroachment Conditions am— immmm 24. Pavement Resurfacing Specifications(DP Munidpal Code Section 14.01.540) (a)Resurfacing After Refiling and Compaction. After completion of refiling and compaction of the back fill material in the excavation as specified in Section 14.01.590 and the removal of the obstruction, the permittee shall promptly replace, with temporary or permanent patching material, or repair any portion of the highwey surface removed or damaged by the excavation, obstruction, and construction operations as specified elsewhere herein, to the satisfaction of the Director of Public Works. (b) Permanent Paving. Where the pavement surface has been removed, the permittee shall replace.it with four(4) inches of Asphalt Concrete (AC) over six (6) inches of Crushed Aggregate Base (CAB) on local streets and six (6) inches of AC over eight (6) inches of CAB on arterial streets, but in no case shall the newly placed AC and CAB be less than one inch thicker than the existing AC and CAB. The material utilized for permanent paving shall be one of the following depending on the AC pavement that exists in the area of work, subject to the discretion of the City Engineer, and shall be per the following: 1) Conventional Asphalt Concrete Pavement: The AC pavement base course shall be Class B-AR- 4000, and be placed according to applicable sections of the Standard Specifications for Public Works Construction (SSPWC), edition per Municipal Code Section 14.01.500. Upon completion of the AC pavement base course, a minimum 2-inch AC pavement overlay course shall be constructed above the base course per Sections 203-6, 302-5, 400-4, and all other applicable sections of the Standard Specifications for Public Works Construction. AC pavement overlay shall be Type III-C3-AR-4000 with a minimum thickness of two (2) inches per course. • 2) Asphalt Rubberized Hot Mix (ARHM): The AC pavement base course for paving with ARHM shall be per conventional AC pavement (Class B-AR-4000), and be placed according to applicable sections of the Standard Specifications for Public Works Construction, edition per Municipal Code Section 14.01.500. Upon completion of the AC pavement base course, a minimum 2-inch AC pavement overlay course shall be constructed above the base course per Sections 203-11, 302-9, 400-4, and all other applicable sections of the Standard Specifications for Public Works Construction. AC pavement overlay course shall be Asphalt Rubber Hot Mix (ARHM-GG-C)with a minimum thickness of two (2) inches per course. The limits of asphalt repairs shall be the following: 1) Case A Perpendicular Street Cut in Parking Lane (Non-Travel Lane): If the street cut is perpendicular to the street and is not in a travel lane, the repair shall be one (1) foot wider each side than the street cut subject to the approval of the City Engineer. The AC pavement overlay portion of the repair shall be extended to the curb or gutter edge. Also, if asphalt in the adjacent area of the repair shows stress or fails due to applicant's work, the applicant shall repair those areas in conjunction with the work. If the distance between perpendicular trenches is less than ten (10) feet from the inside edge of the trenches, the overlay portion of the repair shall be extended to encompass the area between trenches. 2) Case B Parallel Street Cut in Parking Lane (Non-Travel Lane): If the street cut is parallel to the street and is not in a travel lane, the repair shall be one (1) foot wider each side than the street cut subject to the approval of the City Engineer. The AC pavement overlay portion of the repair shall be extended one (1) foot from the street side of the repair to the curb or gutter edge. Also, if asphalt in the adjacent area of the repair shows stress or fails due to applicant's work, the applicant shall repair those areas in conjunction with the work. 3) Case C Perpendicular Street Cut in Travel Lane: If the street cut is perpendicular to the street and is in a travel lane; the repair shall be one (1) foot wider each side than the street cut subject to • the approval of the City Engineer. The AC pavement overlay portion of the repair shall be extended to the edge of the travel lane on both sides subject to the approval of the City Engineer. I have read 8 understand the conditions listed on this page. 1 agree to cornpy with these condidons and accept the penal ies for non compliance ad forth by these conditions, the City of Dana Point Municipal Code,and all appilcable regulations of the State ofCalifomia. ApplicanYPerminee's Initials City of Dana Point Page 6 of U55 Standard Encroachment Conditions If the edge of the street cut or travel lane is within 5 feet of the curb or gutter, then the AC pavement overlay portion of the repair shall be extended to the gutter or curb edge. Also, if asphalt in the adjacent area of the repair shows stress or fails due to applicant's work, the applicant shall repair those areas in conjunction with the work. If the distance between perpendicular trenches is less than ten (10) feet from the inside edge of the trenches, the overlay portion of the repair shall be extended to encompass the area between trenches. 4) Case D. Parallel Street Cut in Travel Lane: If the street cut is parallel to the street and is in a travel lane, the repair shall be one (1)foot wider each side than the street cut subject to the approval of the City Engineer. The AC pavement overlay portion of the repair shall be extended to the edge of the travel lane on both sides subject to the approval of the City Engineer. If the edge of the travel lane or street cut is within 5 feet of the curb or gutter edge, then the AC pavement overlay portion of the repair shall be extended to the gutter or curb edge. Also, if asphalt in the adjacent area of the repair shows stress or fails due to applicant's work, the applicant shall repair those areas in conjunction with the work. If street cuts occur in concrete sidewalks, cross gutters, or other concrete facilities, all repairs shall be per the Standard Specifications for Public Works Construction and be to the nearest joint in all directions. If street cuts occur in private streets, the applicant shall also secure approval from the homeowners association or other applicable party prior to commencement of the work to allow pavement requirements to be incorporated. The City Engineer may require an applicant to utilize tunneling techniques to install below grade infrastructure in cases where adverse impacts to the public are determined to be significant. Adverse impacts can be impacts to the integrity of the street, significant anticipated traffic congestion, impacts to other utilities, or impacts to existing improvements. _ c) Moratorium on Newly Paved Streets. The City does not allow street cuts on streets that have been newly paved or resurfaced for a period of five (5) years unless an emergency to public health and safety exists. If a street with a moratorium is cut for any reason, the required asphalt repairs will be per the City Engineer. In most cases, the street will need to be entirely resurfaced with a minimum two (2) inch overlay from curb to curb in the area of work. In streets where a moratorium exists, the City Engineer may allow tunneling as an alternative to street cuts as long as there is enough space outside the paved surface to accommodate the tunneling operation. Tunneling will not be allowed in a street where a moratorium exists if the asphalt concrete pavement surface will be impacted. All damage caused during the work shall be repaired in kind within five working days from the completion of the work. Construction exhibits are included herein as Attachment A to assist applicants in understanding the resurfacing requirements. rs 'A 10M 25. Two sackcement sand slurry mix is required as backfill when tunneling underany conciete structure, or on all lateral excavations within arterial streets unless directed to do otherwise by the City inspector. Slurry seal may be required 100 feet from either side of the centedine of trench or to the beginning of the nearest intersection, whichever is nearest. 26. Concrete removal shall be made to the nearest score joint or saw cut, if said joint is less than 4 feet from work limits. In no case shall any sidewalk removal/re-placement be less than 20 square feet and the smallest dimension not less than 48 inches. All final repairs shall be complete within five working days of initial sidewalk removal. Safe pedestrian access must be maintained at all times Concrete work shall be compisted per the Standard Specifications for Public Works Construction, County of Orange Resources and Management Department Standards, and/orAPWA Standards. /haw read&understand the conditions listed on this page. I agree to comply with these conditions and accept the Penalties for non compliance set forth by these condNions, the City of Dana Point Municilai Code,and all applicable regulations of the State of Califomia. APPlicantRa mittee's Initials City of Dana Point Page 7 of U55 Standard Encroachment Conditions • 27. All concrete work shall be transit mixed, Type V cement, and conforming to the Standard Specifications for Public Works Construction, latest edition, Section 201,and approved by the City inspector. 28. INSTALLATION AND OR REMOVAL OF PEDESTRIAN RAMPS Pedestrian ramps shall be constructed per the Federal Highvay Administration (FHWA), the standards and requirements set forth in the Americans with Disabilities Act(ADA) the Cityof Dana Point(CDP)Curb Ramp Details included herein as Attachment A, and as amended herein. Where there is a conflict between requirements of FHWA and ADA,requirements per ADA shall govern. Pedestrian ramps shall be constructed to include castin place detectable waming tiles manufactured by ArnorTile Tactile Systems or an approved equa( with a 5-year warranty, as shown on the CDP Standard Curb Ramp Details and installed per manufacturers specifications. The color of the truncated domes shall be dark grey, or as approved by the City Inspector. Contractor shall submit and obtain approval for the truncated domes shop drawings priorto the installation of any truncated domes on the pedestrian ramps Portland Concrete Cement(PCC)requied for the pedestrian ramps shall be constructed in accordance with Section 303-6 of the Standard Specifications for Public: Works Construction (SSPWC), referenced CDP Standard Curb Ramp Details, and as listed herein. PCC mix shall be 560.03250 Type V cement for curb and gutter, pedestrian ramps, and sidewalks, and shall meet the requirements set forth in Sections 2014 and 4003 of the SSPWO Concrete slab thickness and ramp requirements shall be as shown on the applicable CDP Standard Curb Ramp Details. The CONTRACTOR will need to transition the new curb ramp into the existing sidewalk and join existing at the nearest joint The transition length shall be two panels or 11 feet typical. The CONTRACTOR shall hold the grade and elevation of the curb at the join. • The Contractor shall mark the layout of the proposed pedestrian ramps including saw cut lines, ramp outline and slope areas priorto demolition activities. The Contractor shall obtain the City Inspectors approval prior to the start of construction/demolition activities for the pedestrian ramps 29. Per Section 14.01.250 of the Dana Point Munidpal Code,a permittee shall immediately remove all material and debris which is created by, or is incidental to the project for which a permit is issued by the Director of Public Works. The material and debris shall be disposed of in accordance with state and county laws regulating the disposal of non-contaminated and contaminated wastes, and in accordance with Chapter 15.10. Recycling of certain materials including asphalt concrete, portland cement concrete, aggregate base, cement block, sand base material and green waste is required. The above listed materials shall be disposed of at a recycling center accepting these materials. Records of disposal shall be furnished to the observer before a Certificate of Acceptance is issued. All costs associated with recycling of materials shall be the sole responsibility of the permittee. (Added by Ord. 98-04, 6/23/98) 30. Permittee shall be responsible for compliance with Cito refuse and recyding program and implement all facilities as required. This shall include provisions for recyding of all construction materials. Trash containers/enclosure shall be designed according standard design measures, maneuvering distance and truck operation space requirements in orderto address safety and functionality issues. 9* . 31. Any improvements above ground shall provide: minimum 18" clearance from curb face, 48" clearance on sidewalk for vertical obstruction. The City inspector priorto installation must inspect each location. Mailboxes in the parkway shall conform to the Orange County Resources and Management District (OCRDMD) • Standards, and CDP Public Works Construction Details (when applicable) included herein as Attachment I have read 8 understand the conditions listed on this page. I agree to comply with time conditions and accept the penalties for non compliance set forth by these conditions,the City of Dana point Municipal Code,and all applicable regulations of the State of California. AppricantlPennitee's Inhiale City of Dana Point Page 8 of 5555 Standard Encroachment Conditions A. 32. This permit may be immediately revoked for reasons in the best interest of the City of violation of permit conditions upon notice given by the City Engineer or his authorized representative. In the event of such revocation, applicant shall immediately cease all operations and restore City fight-of-way as directed by the City inspector. After notification, City may take full possession of the area as appropriate. The City will recover from the security deposit all costs involved in the event restoration of City property or removal of any items installed by the applicant. 33. The permit may become void in the event the use permitted is not started within sixty(60)calendar days from the date of issuance or in the event the permitted use is abandoned for a period exceeding sixty(60) calendar days after construction has begun. In such event it will be necessary to obtain a new permit and pay additional fees. Upon commencement of work,all operations, including cleanup and restoration of City right-of-way, shall be completed within sixty(60)calendar days. No emergency permits will be issued unless it is a real emergency. Emergency work not started within 24 hours from verbal authorization shall become VOID. 34. Repairs to damaged cityfacifties shall be made functional immediately, and final repairs shall be completed within 5 calendar days. 35. Per Section 14.01.180 of the Dana Point Municipal Code,if so required by the Director of Public Works, the permittee shall make proper arrangements for, and bear the cost of, relocating any structure, public utility, tree or shrub, where such relocation is made necessary by the proposed work for which a permit is issued. (Added by Ord.98-04, 6/23/98). 36. INSTALLATION AND/OR REMOVAL AND REPLACEMENT OF TRAFFIC CONTROL AND INFORMATIONAL SIGNS: All new installation of, and/or removal and replacement of traffic contiol and informational signs, as well as work around existing signs, within the limits of the project (e.g. sidewalks, pedestrian ramps, landscape medians, etc.)shall comply with the Orange County Resources and Development Management Department (OCRDMD) Standard Plan 1417 (Attachment B), and as amended herein. All anchor assemblies, consisting of anchor sleeves and anchor posts, shall be taped and/or sleeved prior to the anchor assembly installation to prevent newly poured concrete and/or dirt from entering the anchor assembly perforations and binding the anchor assembly and posts with the newly poured concrete. Anchor sleeves shall be installed around all existing and newly placed sign post assemblies where the work is occurring. Traffic control and informational signs shall conform to the "Manual on Uniform Traffic Control Devices (MUTCDr, dated 2003 and those supplements or later editions thereto, the Califomia Uniform Sign Chart dated November 2004(Attachment C)and those supplements or later editions thereto, and as directed by the Traffic Engineer. 37. CATCH BASIN CONSTRUCTION All storm drain catch basins shall be per APWA or OCRDMID standards. Catch basins shall be marked with a stencil, concrete stamp, or ceramic tile to indicate that no dumping is allowed in the storm drainage facilities that discharge in the ocean. The Contractor shall coordinate with the City Street Manager, Rick Rudometkin, at (949) 248-3589 on the method, type of marking, and placement of the storm drain markings. Catch basin filter assemblies shall be installed in all catch basins within the limits of work. Catch basin filter assemblies shall be 'Drain Pae Filters by United Stormwater, or an approved equivalent (Attachment D). Frame assemblies and attachments shall be stainless steel. Exact Filter Case (dimensions & type) shall be field verified by Contractor, and as approved by the City Inspector. — I have read&understand the condltbns listed on this pays. I agree to comply with these conditions and accept the penalties for non compliance set forth by these conditions, the City of Dena Point MuNdpal Code,and all applicable regulations of the State ofCelifomia. ApplieantlPemhitiss's Inriais City of Dana Point Page 9 of 5555 Standard Encroachment Conditions • 38. ADJUSTMENT OF MANHOLESNALVES TO GRADE: For South Coast Water District Facilities(SCWD)only: Adjustment of manholes and valves to grade shall be performed in accordance with Sections 301-1.6 and 302-5.8 of the Standard Specifications for Public Works Construction (SSPWC); South Coast Water District Standard (SCWD) Plans and Specifications; and as amended herein. For all other manholes and valves not owned and maintained by SCWD: Adjustment of manholes and valves to grade shall be performed in accordance with Sections 301-1.6 and 302-5.8 of the Standard Specifications for Public Works Construction (SSPWC), applicable Standard Drawings, CDP Public Works Construction Details included herein as Attachment A, and as amended herein. Class 560-C-3250 Type V cement shall be used to patch around all frames and cover sets. If a manhole cover is unstable or noisy under traffic, said conditions shall be corrected by placing a coil of asphalt saturated rope, a plastic washer or other asphaltic compounds, as approved by the Engineer, on the cover seat to correct the problem. The CONTRACTOR shall exercise care so that surface materials such as rocks, dirt, and debris do not enter the storm drain lines. In order to prevent contamination, the CONTRACTOR shall be required to provide a_-inch thick plywood platform to be placed on the concrete shelf at the bottom of the manhole. The shape of this platform shall conform to the circumference of the inside wall at the shelf elevation. After the manhole has been adjusted, the material accumulated on the plywood shelf and the plywood shelf shall be removed from the manhole and disposed of in accordance with Section 300-1.3, "Removal and Disposal of Materials," of the SSPWC. 40. The Applicant shall be responsible for employing a Licensed Land Surveyor to reset any effected survey • monuments such as Portland cement concrete right-of-way monuments, cast in place survey monuments, well monuments, centerline ties and bench marks. If disturbed during work, monuments and centerline ties shall be tied out and reset in accordance with Section 8771 (Land Surveyors Act) of the Business and Professions Code of the State of California, and the Corner Records shall be filed with the Orange County Surveyor as well as the City Public Works Inspector. Copies of the records shall be provided to the City of Dana Point. .. - .a ' 41. Per Section 14.01.230 of the Dana Point Municipal Code, whenever any permittee has completed any workfor which a permit has been granted, he or she shall so notify the Director of Public Works. The notice shall include the permit number, date work commenced, date work was completed and the deviations from the approved plans or City standards which were necessitated during construction. The notice shall provide a telephone number where the applicant can be reached by the observer to arrange for a walk through and an acceptance of the work as complete. (Added by Ord. 98-04, 6/23198). • I have read 8 understand the conditions listed on this page /apse to comply with grass conditions and accept the penalties for non compliance set forth by these conditions, the City of Dana Point Municipal Code,and all applicable regulations of the State of Califomia. ApplkanfiPemriCae's Initials ATTACHMENT A PUBLIC WORKS CONSTRUCTION EXHIBITS A- Y� • CITY OF DANA POINT STANDARD ENCROACHMENT CONDITIONS • 1 have read 8 undarshnd the conditions/lsted on ibis page. I apes to comply with Mese conditions and accept the penalties for non compliance set forth by Mese condition& the City of Dana PWM Municipal Code,and all appilcsble regulations of Me State of California. AppllcandPemiltee'e Initials t ! ! r w 'S t b [ yy LJ � �.V1.1 t i 4iF S A6cw�. � 3Yn�:. �©ARM9 + | R �¥ . �_ R"_ - __s"__ SPECIFICATIONS FOR 2 �E�fER�ND,CU�a��wP��LANE _,Cd CAMAlertPeNDKILARSTREET CUT NPAasl NOWHE44WINAMLAW - �.�eAc�MR�61oeT,ulH�are�ffitR@eTxMr�E�c,'� �SAM cR� .�ot+etrt�T !:MBACPA�FiIfC-bN�Po.ltxfhiYXIWNGFIMIEAEPAYt9}NLL�TarlBib�RGl}IECURB{iRt#ftTER�GRE: 9, e'A6PHkLT.INTNfiA0,AWA9TAA&AOF.IRe REPAIR 04OWBIETRESSORFACLOO ETOAPPLIOAM WORK.TM APPUGAWOKU aPAPi[Hoed+ulWlrRcmuuwc'+tgg,M7rRiNEiv6RK: 4.ffRi[iMGTAtiC!"UTWI1M #TRBIpE1Rr6 L6e8 T11 HTEN R,61f 1'FNLfMTM�'eR9ldEioGKOF'IN6T#IRNCHE9. TILE ovERLAwPcear+ari�oF HIE REaAlileRRAuiE slaErroEL TOFJICW�'A96TIiEA1REABEFIeEEMTill�fk'ES L DAN OGtIM.OFA6P1i4.1"8I#i AAEOAS6&AF4W Q. CACAO{ORTG' 4fERTHAAiOVEkC CA647CC�BTRRrAtSy.OYBRTGPt4Ri,'GW6�f766AAEfCA6} Y_A9PiNt.TMRk'ITeRIMT:i9fiALL$fFp�R'DMYiPD6'RI`M{9RK.71MI.dOR7E-�i:TIWiM14.e93tl. L&L IR T'ORTB:THROVQH=40MMFACLMF SWLL6E-REPNRE6TO7HEMEAFMTJOWr ACOxBRAx.UMM ACiMPAR.iJRgT$. t9EE H6'TE+r vis ,w rt am MMR TReHWIY71OTRwfJlE7EROlRF MN._ wM, f{'' Eii1PWOAVMLT wRaMibR r raacR�AT� eAee COURSE:T NAYNe MAT@RW. r�R o ooRL,bCkr�TA+6.eFa�'Rr. i�aTeaawrxRes callocn' SECTIM AL—*TfiEt O OETAt. Nor TO SCALE :RFmm" CR'Y:OFOARUPOIMIBWMIRF j SPECIFICATIONS FOR RESURFACING �V • CASE A: PERPENDICULAR STREET CUT IN PARKING LANE el�TxcP'a F k ' RlE N01E$i tTfIS S L 4. I,iti6lGa .STR@E OW A,:F*PAMtlM TS SITE PLAM �"_'� -NM 16 SCUM.£ �uwo�aa ClRY#OuNM4PtlIMEI?tl8R SPECIFICATIONS FOR RESURFACJNG CASE B PARALLEL STI2EET'CUT IN PARKING LANE , r c?.reL,�!�'aiN�+'o�me�r�rsawaij!z4irrmuei:twN�rs Y. IRtINE.e1'NBEtcill`IBPARRttBtC'ti�ll8 s7fi6la'?iMLkrt'�N}1'M�:1TT4rm:l.Ail,tEtT6l�NR.'altqu.�cA�S�i�VOf'wmEREAQiBIEf! ZIW�71iFi8MFk'4`6131�11�OT7Kt'IFIE APRNDVI/.CkF.'FF�gTYENGIMl�E1.i., .. tk TMM@-AC�v�7vm: oymwaradftmgw�n�R�uit' uaE�or�><,it+soTriirvwnt��rmMrcsu4mp�cu'ri+c. T ew� y. 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F 1 F � ca �VAItlES'S1'Mi�' 7A gip, 40 t tr bt F rrotEsp ,. TaevaAAW t va�wls ain atwe SanE�r tut L::__jmot 10 stk� urs�2 ECI"E ULAN .FEVMIOXR Clt+l .ilj4fiir:0011kte�{1�P!' . $PECIFMCATIOXS FOR;-RESURFAQING3 � CASE G. PERPENDICULAR STREET GUT IN TRAVEL LANE OpMG6 MITRRYat 1Cl�a L 1FTMaaiSPOWmtcanixVIle +weas7�n, + .n+eiur a+Nu.aesR+enlwaDtwmvea�a+sge TWW WET, 'f! sI7�rJECsr:ntME.�np vK.. 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M.xst:5`I sCUie'nw8u61+' NWlGiai"kC+iirlatalgLBE RrAMIM'fOTMEf 5rJDW. sxt�er ws Piwaaµ5u+c AaRa'uiuwia �ia��waa sy Nam1twwe Tar MAKE*- fah sn~ dliMa. VMWWWIOtw&WJWrMff AMiM. .. WK sm8EE K ! r � iwMcaxsr¢c --',M.11R41aExTF71� k' Qfi71Nf�irr:: - fe'MBay T Gws Axb,_ ourroM A&,!m A'MOLT cop 'Gr?nsiPEET} li!eTME MATaRfµ�TQ a•TMMaS< fq a9eiFattirnaTacCktk� 6FjQ1Ep4MClA.i{OCAANkMYFM7M7iilk CXIMDI1Fr MOt to SCAM SPEC1FtCATfClW FOR RESURFACING S05 CASE C:PERPENDICULAR STREET CUT IN TRAVEL. LANE aMaa»a�a Mon& I IWACP 547lie41P-A-M, Fan Z,=OWGWW 'ELSE MWA AWMW 0,%Mkr,OFtZAlMTWM 9MSUW MEE , pqpqn #"wt"A4mft staff fARKWG,tANE 1PAVOLAANE via "CUMAOM MM6MNMTAIC (. I TWJCH"mw tl* KT t" AS=T totMft tamewlemm I J 01*,WAAWA SECTIMI C2-02 IFENCH DUAL WOT TO SCALE onarwApowimm lowa SPlEGtF"TlON4FQRRMRFACM CASE C.PERPENDICULAR STREET CUT IN TRAVEL LANE Sw5l ,w ^1 t GAI!'A{g717HR� fi I j I f I um s � I �, peeno�sl 6' D] D/ D1 Me Qa1 "Me " 1 1 imvmLos :1 umm AC FWAM umm -, K WE L Lu. 610.1 103CAa r�Nswt+r anvexra+uuraiirreir SPECIFICAMONS FOR RESURFACING �r CASE D, PARALLELSTREETCUT IN TRAVEL LANE atMIoFS immmm!"— 1.4T'AEGriCur�7taVBt�fi 1. IFTNE$11iCEY gfrtiPP�tfW,tC►TO7169rlSErM�t&YfA"7ryt\'�.iJwE,T46fiB'�AY[t 8lttYi,k BE.O/E 4'1j'RO{7rWr7E'RLA6J1'B1t78'iUgN'1!'E 81RP�7'GVT 8U!!J�'�'a''TO't'N��tPPVepYQ4i4:,�7F sfP Pfl"-> :s.°nauulirAvaMi9+-loto�Yro t�vFn+et lt&Mll:tla'R a7utriEeoAe:t 7'4�i41 t1+�4�Oaegnr-® s's+ fau 9z+�-N�wu o�ror±ss�Yewaw-M'. $. 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PARALLEL S TREET CUT IN TRAVEL LANE - ar+�erattra -L iF;T116{T1�Cif W�^4 M.Akk ?L,jglHE81 '+'iip71F9M/.1N(��$:UV��TEF6Pk1R;81Wa.9Y.d1E.�1jFt1ar-4ggCW 6A ilwt7F16 B1R8ETQIT'Bt9 '#'4�DIflEI�PPM�W*Tbf fE''ZITYEl1G EI�i, - 2TMBA4PAMEMOITfb RlAV'PtlRIIGI!#TFIE.tiEpANI NICI,A- Eb TS1HEE0WQFIllFYtfAVPU O""M �iRF1=M 71i2)IPPAOVAI.tfF'iN6'Cli1f.OA�M6fdf: S. IFTf�:60G1CGF'7HE7tlAVQ.tAJE tlIY51'fiFET Ci1Pl6 MATMIN 6BF&'►33FTFECtlMBORtlUTIENEDC+�E;fiEW3F6ild.`.PA7�EA61TOVEPAAY AORi1QMOF7tIE'RW+161R'BF41lL 11: '�i 7tlOROVIIYAEOOE. 4 8!AdRi!16F�M1fEE "714EQF1'Of i1�AKlIiOwB#'fWES9CR f#A8AFlEl`t1i'A.WUC WftWO 47 WAFFUCW *W,(t ROOM SNos�AN6A3 M,COFiA7lIpSIGN Wl7}iTkW fNONA. ... E:iASEOC4fKA9�!IW.T&IKLBEOU4�8JR�pp6 �:.Fot"ALBYA@ETStCtRdiAal4�aLL�aiAWtlM/?M.FeE4let"{9AM'iBSt7k14NtflU67p�r4CF?�B'_ F.bw '!HaADclG�wa @Of'A4 81h8.YM�iGf TINyI'63GSTRAAG�04�3k#'41BI i.A6P/N4SMA7�IlW89k414.lE PtlR OAFM:!g11R.F�liN1lCFAC OOCEA MAtmo6 '6.AlL37i�isC411'�7ill(dfidi'ObDIg1E'IG FACE7 '6MAi.L lE G�aTiETlAI�1'JJiYNr. 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N01 TO'V:At� 7 Mfli��t1MAYp�IMPM Y'9 FACE it*em .�,..K..`7 w1A1 OiAC�PACL Dow I sDE 4 E I (v SECTION 'A—A' NW 10-SCUE LAt TA ' t OE�.9E i�9ED:N1B�FiEW dAC_Ate.�9E'f7�R ML '. :'. "'�""r" llq 3 z Avg FIRES SHfittt g l�Y 11UR uF]-1NOi#tPoR.6-Ndt OU6 •`+ ',' n . t '4' - F1d7;Alm`A AAA AP 4-m M FAR 0-4401 CON PAGE .- 3 AT LtKA7gNS'Mhk 1156 UINf D-#IEiN�IB FACE ldE-iW "FEF MCAF!fGp'41RAN 'M6iWrt{Cl1.i�A1�NNE;PA9N6.- tlCE'FI�IfE:il4AE!'E%f049. P!4'>.ai;l�' - B-�+zf7E8"BI2KM1 AIF cif CF ddIY1 PFE. Wi Uu1F980Avwx SUM" tMT TO S&A4E A£MM6n6 OEPY SOF D/iNR,IEOAIf 499�R - . STANDARD CURB DRAIN PIPE OUTLET NEW CONSTRUCTION 91FE'i 4"Cf I ATTACHMENT C UNIFORM SIGN CHART CIN OF DANA POINT STANDARD ENCROACHMENT CONDITIONS • I have read 8 understand the conditions listed on We page. /agree to comply with diese conditions and accept the penaldes for non compliance set forth by diese omWffidns, Me City of Dana Point Municipal Code,and all applleable regulations of go Stall of Caldomia. 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ApplieantlPermittes's Initials APPENDIX— F • Caltrans Permit Special Provisions • GAV.V'rpjects\5en Juen Coplptr.Mgh West&do Pipeline\Spe Xwflonst]4F-pen4.Eoc PART IV-APPENDICES February 2008 GENERAL CONTENTS STATE OF CALIFORNIA,DEPARTMENT OF TRANSPORTATION • ENCROACHMENT PERMIT GENERAL PROVISIONS TRA045 (REV.05/2007) 1. AUTHORITY: The Department's authority to issue encroachmcm law,from the Public Utilities Commission of the State of California permits is provided under,Div. 1,Chpt 3,Art 1,Sect 660 to 734 of (PUC), California Occupational Safety and Health Administration the Streets and Highways Code. (Cal-OSHA),or my other public agency having jurisdiction. 2. REVOCATION: Encroachment permits ane revocable on five days 13. PEDESTRIAN AND BICYCLIST SAFETY: A safe mioiin= notice unless otherwise stated on the permit and except as provided by passageway of 4'shall be maintained through the work area at existing law for public corporations, franchise holders, and utilities. These pedestrian or bicycle facilities. At no time shall pedestrians be General Provisions and the Encroachment Permit Utility Provisions diverted onto a portion of the street used for vehicular traffic. At are subject to modification or abrogation at any time.Permittees'joint locations where safe alternate passageways carrot be provided, use agreements, franchise rights, reserved rights or any other appropriate signs and barricades shall be installed at the limits of agreements for operating purposes in State highway right of way are construction and in advance of the limits of construction at the nearest exceptions to this revocation. crosswalk or intersection to detour pedestrians to facilit is across the street Attention is directed to Section 7-1.09 Public Safety of the 3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay permit Department Standard Specifications. fees when due can result in rejection of future applications and denial of permits. 14. PUBLIC TRAFFIC CONTROL:As required by law,the permittee shall provide traffic control protection warning signs, lights, safety 4. ASSIGNMENT: No party other than the permittee or permittee's devices, etc., and take all other measures necessary for traveling authorized agent is allowed to work under this Permit public's safety.While providing traffic control,the needs and control of all road users [motorists, bicyclists and pedestrians, including 5. ACCEPTANCE OF PROVISIONS: Permittee understands and persons with disabilities in accordance with the Americans with agrees to accept these General Provisions and all attachments to this Disabilities Act of 1990(ADA)]shall be an essential part of the work permit,for any work to be performed under this permit. activity. 6. BEGINNING OF WORK: When traffic is not impacted (see Day and night time lane closures shall comply with the California Number 35), the permittee shall notify the Department's Manual on Uniform Traffic Control Devices (Part 6, Temporary representative,two(2)days before the intent to start permitted work Traffic Control), Standard Plans, and Standard Specifications for Permittee shall notify the Department'a Representative if the work is traffic control systems.These General Provisions are not intended to to be interrupted for a period of five (5) days or mora unless impose upon the permittee,by third parties,any duty or standard of • otherwise agreed upon. All work shall be performed on weekdays care,greater than or different Imm,as required by law, during regular work hours, excluding holidays, unless otherwise specified in this permit 15. MINIMUM INTERFERENCE WITH TRAFFIC: Permittee shall plan and conduct work so as to create the least possible inconvenience 7. STANDARDS OF CONSTRUCTION:All work performed within to the traveling public;traffic shall not be unreasonably delayed.On highway right of way shall conform to recognized construction conventional highways, permittee shall place properly attired standards and current Department Standard Specifications, flagger(s)to stop or wam the traveling public in compliance with the Department Standard Plans High and Low Risk Facility California Manual on Uniform Traffic Control Devices(Chapter 6E, Specifications, and Utility Special Provisions. Where reference is Flagger Control). made to"Contractor and Engineer,"these are amended to be read as "Permittee and Department representative." 16. STORAGE OF EQUIPMENT AND MATERIALS: The storage of 8. PLAN CHANGES: Changes to plans, specifications, and permit equipment or materials is not allowed within State highway right-of- provisions are not allowed without prior approval from the State way, unless specified within the Special Provisions of this specific representative, encroachment permit If Fncroachment Permit Special Provisions allow for the storage of equipment or materials within the State right of way, 9. INSPECTION AND APPROVAL: All work is subject to the equipment and material storage shall comply with Standard monitoring and inspection.Upon completion of work,permittee shall Specifications, Standard Plans, Special Provisions, and the Highway request a final inspection for acceptance and approval by the Design MantiaL The clear recovery zone widths must be followed and Department. The local agency permittee shell not give final construction approval to its contractor until final acceptance and are the rominium desirable for the type of facility indicated below: approval by the Department is obtained. freeways and expressways-30',conventional highways(no curbs)-20', conventional highways(with curbs)— 1.5'. If a fixed object cannot be 10. PERMIT AT WORKSITE:Permittee shall keep the permit package oany eliminated, moved outside the clear recovery zone, or modified m be r a copy thereof; at the work site and show it upon request to Department representative or law enforcement officer. If the permit made yielding,it should be shielded by a guardrail or a crash cushion. package is not kept and made available at the work site,the work shall 17 CARE OF DRAINAGE: Permittee shall provide alternate drainage be suspended. for my work interfering with an existing drainage facility in 11. CONFLICTING ENCROACHMENTS: Permittee shall yield start compliance with the Standard Specifications,Stendad Plans and/or as of work to ongoing,prior authorized,work adjacent to or within the directed by the Department's representative. limits of the project site. When existing mernschments conflict with 18. RESTORATION AND REPAIRS IN RIGHT OF WAY:Permittee new work,the permittee shall bear all cost for rearrangements,(e.g., relocation,alteration,removal,etc.). is responsible for restoration®d repay of State highway right of way • resulting from permitted work (State Streets.and Highways Code, 12. PERMITS FROM OTHER AGENCIES:This permit is invalidated Sections 670 et seq.). if the permittee has not obtained all permits necessary and required by 19. RIGHT OF WAY CLEAN UP: Upon completion of work, project construction work done on State property will not be directly permittee shall remove and dispose of all scraps, brush, timber, funded and paid by State, for the purpose of protecting stop notice materials, etc. off the right of way. The aesthetics of the highway claimants and the interests of State relative to successful project shall be as it was before work started. completion, the local agency permittee agrees to require the construction contractor famish both a payment and performance bond 20. COST OF WORK:Unless stated in the permit,or a separate written in the local agency's time with both bonds complying with the agreement,the permittee shall bear all costs incurred for work within requirements set forth in Section 3-1.02 of State's current Standard the State right of way and waives all claims for indemnification or Specifications before performing any project construction work The contribution from the State. local agency permittee shall defend,indemnify,and hold harmless the State,its officers and employees from all project construction related 21. ACTUAL COST BILLING: When specified in the permit, the claims by coronations and all stop notice or mechanic's lien claimants. Department will bill the permittee actual costs at the currently set The local agency also agrees to remedy, in a timely manner and to hourly rate for encroachment permits. State's satisfaction, any latent defects occurring as a result of the pmject construction work 22 AS-BUILT PLANS: When required,permittee shall submit one(1) set of folded as-built plans within thirty (30) days after completion 25. FUTURE MOVING OF INSTALLATIONS:Permittee understands and approval of work in compliance with requirements listed as and agrees to relocate a permitted installation upon notice by the follows: Department. Unless under prior property right or agreement, the permittee shall comply with said notice at his sole expense. 1.Upon completion of the work provided herein, the permittee shall send one vellum or papa set of As-Built plans, to the 26. ARCHAEOLOGICALHISTORICAL: If any archaeological or State representative. Mylar or paper sepia plans are not historical resources are revealed in the work vicinity, the permittee acceptable. shall immediately stop work,notify the Department's representative, 2.All changes in the work will be shown on the plans,as issued retain a qualified archaeologist who shall evaluate the site,and make with the peanut,including changes approved by Encroachment recommendations to the Department representative regarding the Permit Rider. continuance of work 3.The plans are to be stamped or otherwise noted AS-BUILT by the permittee's representative who was responsible for 27. PREVAILING WAGES:Work performed by or under a permit may overseeing the work Any original plan that was approved with require permittee's contractors and subcontractors to pay appropriate a Sante stamp, or Caltrans representative signature, shall be prevailing wages as set by the Department of industrial Relations. used for producing the As-Built plans. Inquiries or requests for interpretations relative to enforcement of 4.If As-Built plans include signing or striping, the dates of prevailing wage requirements are directed to State of California signing or striping removal,relocation,or installation shall be Department of Industrial Relations, 525 Golden Gate Avenue, San shown on the plans when required as a condition of the permit Francisco,California 94102. When the construction plans show signing and striping for staged coastmction on separate sheets,the sheet for each stage 28. RESPONSIBILITY FOR DAMAGE:The State of California and shall show the removal,relocation or installation dates of the all officers and employees thereof, including but not limited to the appropriate staged striping and signing. Director of Transportation and the Deputy Director, shall not be 5.As-Built plans shall contain the Peanut Number,County,Route, answerable or accountable in any minuet for injury to or death of any and Post Mile on each sheeL person,including but not limited to the permittee,persons employed 6.Disclaimer statement of any kind that diffa from the by the permittee, persons acting in behalf of the permittee, or for obligations and protections provided by Sections 6735 through damage to property from any cause. The permittee shall be 6735.6 of the California Business and Professions Code, shall responsible for any liability imposed by law and for injuries to or not be included on the As-Built plans. Such statements death of any person, including but not limited to the permittee, constitute noncompliance with Encroachment Permit persons employed by the permittee, persoas acting in behalf of the requirements, and may result in the Department of permittee, or for damage to property wising out of work, or other Transportation retaining Performance Bonds or deposits until activity permitted and done by the permittee under a permit,or arising proper plans are submitted.Failure to comply may also result in out of the failure on the permittee's part to perform his obligations denial of future permits, or a provision requiring a public under any permit in respect to maintenance or any ambo obligations, agency to supply additional bonding. - or resulting from defects or obstructions, or from eery cause whatsoever during the progress of the work or other activity or at any 23. PERMITS FOR RECORD PURPOSES ONLY:When work in the subsequent time,work or other activity is being performed under the right of way is within an wea under a Joint Use Agreement(JUA)or a obligations provided by and contemplated by the permit. Consent to Common Use Agreement(CCUA),a fee exempt permit is issued to the permittee for the purpose of providing a notice and The permittee shall indemnify and save harmless the State of record of work The Permittee's prior rights shall be preserved California, all officers, employees, and State's contractors, thereof, without the intention of creating new or different rights or obligations. including but not limited to the Director of Transportation and the "Notice and Record Purposes Only"shall be stamped across the face Deputy Director,Som all claims,suits or actions of every name,kind of the permit and description brought for or on account of injuria to or death of wry person,including but act limited to the permittee,persons employed 24. BONDING: The permittee shall file bond(s), in advance, in the by the permittee, persons acting in behalf of the permittee and the amount set by the Dcpatioent Failure to maintain bond(s) in full public,or damage to property resulting from the performance of work fume and effect will result in the Department stopping of all work and or otha activity under the peanut,or arising out of the failure on the revoking permit(s). Bonds are not required of public corporations or permittee's part to perform his obligations under any permit in respect privately owned utilities, unless permittee failed to comply with the to maintenance or any other obligations,or resulting from defects or provision and conditions under a prior permit The surety company is obstructions,or from any cause whatsoeva during the progress of the responsible for any latent defects w provided in California Code of work, or otha activity or at any subsequent time, work or other Civil Procedures, Section 337.15. Local agency permittee shall activity is being performed unda the obligations provided by and comply with requirements established w follows: In recognition that contemplated by the permit,except ae otherwise provided by statute. • The Sitting of public properly use and therefore public funds is The duty of the permittee to indemnify and save harmless includes the prohibited under the California Constitution,Article 16. duties to defend as set forth in Section 2778 of the Civil Code. The permittee waives any and all rights to any type of expressed or 34. FIELD WORK REIMBURSEMENT: Permittee shall reimburse implied indemnity against the State,its officers,employees,and State State for field work performed on permittee's behalf to correct or contractors. It is the intent of the parties that the permittee will remedy hazards or damaged facilities,or clear debris not attended to indemnify and hold harmless the State, its officers, employees, and by the permittee. State's contractors, from any and all claims, suits or actions as set forth above regardless of the existence or degree of fault or 35. NOTIFICATION OF DEPARTMENT AND TMC:The permittee negligence,whether active or passive,primary or secondary,on the shall notify the Department's representative and the Transportation part of the State,the permittee,persons employed by the permittee,or Management Center (TMC) at least 7 days before initiating a lane acting on behalf of the permittee. closure or conducting an activity that may cause a traffic impact A confirmation notification should occur 3 days before closure or other For the purpose of this section, "State's contractors" shall include potential traffic impacts.In emergency,situations when the corrective contractors and their subcontractors under contract to the State of work or the emergency itself may affect traffic, TMC and the California performing work within the limits of this permit Department's representative shall be notified as soon as possible. 29. NO PRECEDENT ESTABLISHED:This permit is issued with the 36. SUSPENSION OF TRAFFIC CONTROL OPERATION: The understanding that it does not establish a precedent permittee,upon notification by the Department's representative,shall immediately suspend all lane closure operations and any operation 30. FEDERAL CIVIL RIGHTS REQUIREMENTS FOR PUBLIC that impedes the flow of traffic. All costs associated with this ACCOMMODATION: suspension shall be bome by the pennittee. A. The permittee,for himself,his personal representative,successors in interest,and assigns as part of the consideration hereof,does hereby 37. UNDERGROUND SERVICE ALERT (USA) NOTIFICATION: covenant and agree that: Any excavation requires compliance with the provisions of 1.No person on the grounds of race,color,or national origin shall be Government Code Section 4216 ct seq.,including,but not limited to excluded from participation in, be denied the benefits of, or be notice to a regional notification center,such as Underground Service otherwise subjected to discrimination in the use of said facilities. Alert(USA).The permittee shall provide notification at least 48 hours 2.That in connection with the construction of any improvements on before performing any excavation work within the right of way. said lands and the furnishings of services thereon,no discrimination shall be practiced in the selection and retention of first-tier subcontractors in the selection of second-tier subcontractors. 3.That such discrimination shall not be practiced against the public in • their access to and use of the facilities and services provided for public accommodations(such as eating,sleeping,rest,recreation),and. operation on,over,or under the space of the right of way. 4. That the permittee shall use the premises in compliance with all other requirements imposed pursuant to Title 15, Code of Federal Regulations,Commerce and Foreign Trade, Subtitle A.Office of the Secretary of Commerce, Part 8 (15 C.F.R. Part 8) and as said Regulations may be amended. 5.That in the event of breach of any of the above nondiscrimination covenants,the State shall have the right to terminate the permit and to mento and repossess said land and the land and the facilities thereon, and hold the same as if said permit had never been made or issued. 31. MAINTENANCE OF HIGHWAYS: The permiuce agrees, by acceptance of a permit,to properly maintain any enc oachment This assurance requires the permittee to provide inspection and repair any damage, at permittee's expense,to State facilities resulting from the encroachment 32. SPECIAL EVENTS: In accordance with subdivision(a)of Streets and Highways Code Section 682.5,the Department of Transportation shall not be responsible for the conduct or operation of the permitted activity, and the applicant agrees to defend, indemnify, and hold harmless the State and the city or county against any and all claims arising out of my activity for which the permit is issued. Permittee understands and agrees that it will comply with the obligations of Titles 11 and III of the Americans with Disabilities Act of 1990 in the conduct of the event,and further agrees to indemnify and save harmless the State of California,all officers and employees thereof, including but not limited to the Director of Transportation, from any claims or liability arising out of or by virtue of said Act 33. PRIVATE USE OF RIGHT OF WAY:Highway right of way shall • not be used for private purposes without compensation to the State. • APPENDIX - G Caltrans Stormwater Pollution Control Plan • G.WamW jeaslSen Juan CepistwoW Igb Wast Side P4peline)SpecMwtiwswFyam4.doc PART IV-APPENDICES FebruaryMOB GENERAL CONTENTS WATER POLLUTION CONTROL PROGRAM (WPCP) for High West Side Pipeline Replacement Project Caltrans Contract Number: INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Prepared for: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 Eric Bauman, P.E. 949.487.4312 Submitted by: City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675 949.487.4312 • Eric Bauman, P.E. Project Site Address Junipero Serra Road San Juan Capistrano NPCP Prepared by: DBE Psomas 23231 South Pointe Drive, #103 Laguna Hills, CA 92653 949.768.2600 Nancy E. Heim, P.E. WPCP Preparation Date January 2008 • Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Contents Section 10 WPCP Certification and Approval...........................................................10-1 10.1 Contractors Certification and Approval by the Resident Engineer.....................10-1 Section 20 Project Information ..................................................................................20-1 Section 30 Pollution Sources and Control Measures ..............................................30-2 30.1 Soil Stabilization (Erosion Control) and Sediment Control..................................30-2 30.1.1 Soil Stabilization Practices.......................................................................30-2 30.1.1.1 Selected Soil Stabilization BMPs ............................................30-3 30.1.2 Sediment Control Practices .....................................................................30-3 30.1.2.1 Selected Sediment Control BMPs...........................................30-4 30.1.3 Tracking Control ......................................................................................30-4 30.1.4 Wind Erosion Controls...........................:.................................................30-5 30.2 Non-Storm Water Management BMPs...............................................................30-5 30.2.1 Selected Non-Storm Water Management BMPs .....................................30-6 30.3 Waste Management and Materials Pollution Control BMPs...............................30-7 30.3.1 Selected Waste Management and Materials Pollution Control BMPs......30-8 • 30.4 Water Pollution Control Drawings (WPCDs).......................................................30-9 30.5 Construction BMP Maintenance, Inspection, and Repair...................................30-9 Section 40 Amendments.............................................................................................40-1 Section50 Reporting ..................................................................................................50-1 50.1 Discharge Reporting...........................................................................................50-1 • GANan*FR0JEC7MSAnl3/-San Juan Cap\WFCF Final SJC.dm Page 1 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Section 10 WPCP Certification and Approval 10.1 Contractor's Certification and Approval by the Resident Engineer CONTRACTOR'S CERTIFICATION OF WPCP "I certify under a penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to ensure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted,to the best of my knowledge and belief is true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and impriso ent for blowing violations. /- /S_ dg ture Date Eric Bauman,P.E.,Water Engineering Manager 949.487.4312 Name and Title Telephone Number For Use by Caltrans Only RESIDENT ENGINEER'S APPROVAL OF WPCP I, and/or personnel acting under my direction and supervision,have reviewed this WPCP and find that it meets the requirements set forth in the Special Provisions,the Caltrans Construction Site Best Management Practices Manual, and the Standard Specifications Section 7-1.01G-Water Pollution. RE's Signature Date of WPCP Approval RE's Name(printed) RE's Phone Number G.Wency\PROJECTSSAN39-San Juan Cap\WPCP Fnia SJC.doc Page 10-1 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CAL TRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Section 20 Project Information 1. Introduction and Project Description: The project is part of the City of San Juan Capistrano's West Side Pipeline Replacement Project which includes water system improvements identified in the Domestic Water Master Plan dated March 2004, and the Recycled Water Master Plan dated April 2006,prepared for the City. The City proposes to construct pipeline enhancements to serve the potable and recycled water demands forecasted in its service area. The overall project involves nearly 23,000 lineal feet of piping in various locations within the Cities of San Juan Capistrano and Dana Point.Approximately 1,700 lineal feet of this project includes construction of a 24-inch recycled water pipeline in Junipero Serra Road between Rancho Viejo Road and Camino Capistrano in the City of San Juan Capistrano. A short portion of this new recycled pipeline will by constructed within the Caltrans right-of-way, crossing under Interstate-5 Freeway. Figure 1 shows the project limits and the limits of construction within the Caltrans right-of-way. The new recycled water pipeline will be constructed of PVC using open-cut construction with normal depths ranging from about 5 to 7 feet, and located 6 feet south of the centerline in Junipero Serra Road. Approximately 700 lineal feet of the pipeline will be within the Caltrans right-of-way in • Junipero Serra Road. Within the right-of-way,work will include the following: traffic control, sawcutting,pavement removal,trench excavation,pipe installation,backfill,replacement of paving, and slurry seal. 2. Unique Site Features: The alignment in Junipero Serra does not include any unique site features or involve any significant or high-risk activities that may impact storm water quality. 3. Project Schedule: Pipeline construction is expected to begin in late March of 2008 and extend to mid October. The Junipero Serra portion of the project is planned to begin in July 2008, and includes about 11 days of actual construction time involving pavement sawcutting and removal, trench excavation,pipeline installation and backfill, and pavement replacement. Although construction will not take place during the rainy season, BMPs will be implemented based on rainy season requirements and short- term weather forecasts. 4. Potential Pollutant Sources: The primary construction activites,related materials, and wastes that have the potential to pollute storm water include the following: • a. Soil and aggregate base associated with trenching operations. G:WancfPROJE=SAN37-San Juan CapWJPCP Fm SJC. o Page 20-1 q \ qL y� 2� � 9 FScoCgR Q o CL 9 a �C',y z 0 y� Z So Mjss/O PAERO SF p JUN \ j-1 \ LIMITS OF CONSTRUCTION WITHIN CALTRANS ROW Ilr JrLPROPOSED 24-INCH RECYCLED WATER PIPELINE PROJECT LIMITS Z� SGP U5 0� d� J I \ G ST O JJP14 �'lIl fir~ ti a , i P 5P CA C)l jRAj\J✓ i. LEGEND PROPOSED PIPELINE - — - CALTRANS ROW NOT TO SCALE FIGURE 1 VICINITY MAP Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. b. Slurries from AC sawcutting and placement. c. Solid wastes from AC demolition and removal. d. General site debris. Section 30 Pollution Sources and Control Measures 30.1 Soil Stabilization (Erosion Control) and Sediment Control 30.1.1 Soil Stabilization Practices Soil disturbing activities associated with construction of this portion of the project are considered minimal. Trench excavation will be within asphalt concrete (AC) paved right-of-ways. There is no existing vegetation in close proximity to the proposed trench located near the street centerline, and there are no sloped areas that have the potential for erosion as a result of the proposed construction. Existing vegetation outside the immediate construction zone will not be disturbed. TEMPORARY • STABILIZATION CHECK IF CHECK IF • BMP MINIMUM CHECK IF IF NOT USED,STATE No. BMP REQUIREMENT CONTRACT USED NOT REASON REQUIREMENT USED SS-1 Scheduling ✓ ® ® ❑ Preservation of No vegetation will be SS-2 Existing Vegetation ❑ ❑ ® disturbed in/near right-of- way Construction is within SS-3 Hydraulic Mulch ✓(11 1:1 ❑ ® roadway.Temporary AC or traffic plate will be placed at end of each day. Construction is within SS-4 Hydroseeding ✓h) 1:1 E] ® roadway.Temporary AC or traffic plate will be placed at end of each day. Construction is within SS-5 Soil Binder ✓(+) 1:1 E] ® roadway.Temporary AC or traffic plate will be placed at end of each day. Construction is within SS-6 Straw Mulch ✓(+) 1:1 E] ® roadway.Temporary AC or traffic plate will be placed at end of each day. Geotextiles, Plastic Construction is within SS-7 Covers,&Erosion ✓(�) ❑ 1:1 ® roadway.Temporary AC or Control Blankets/Mats traffic plate will be placed at end of each day. • G:VJancfPROJECTSGAN37-Sen Juan Cap\WPCP Final SJC.d= Page 20-2 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project Contract No. INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. TEMPORARY • STABILIZATION CHECKIF CHECKIF BMP MINIMUM CHECK IF IF NOT USED,STATE No. BMP REQUIREMENT CONTRACT USED NOT REASON REQUIREMENT USED Construction is within lq7l roadway.Temorary AC SS-a wood Mulching ❑ ❑ J traffic plate willbe plat doat end of each day. Construction is within Earth Dikes/Drainage roadway.Temporary or SS-9 Swales&Lind ❑ ❑ ® Ditches traffic plate will placed at end of each day.. Project does not involve Outlet Protection! ❑ E] ® construction of storm drain SS-10 Velocity Dissipation Devices outlets,nor will it increase runoff to existing outlets. No con SS-11 Slope Drains El 1:1P ® slo es.ctNction in or near �SSSA2 Streambank 1:1 ❑ ® No construction in or near Stabilization streams. ttj The Contractor shall select one of the five measures listed or a combination thereof to achieve and maintain the contract's disturbed soil area(DSA)protection requirements. 30.1.1.1 Selected Soil Stabilization BMPs SS-1 Work will be scheduled to avoid construction immediately prior to and during rain events to avoid tracking of materials onto or from the right-of-way. 30.1.2 Sediment Control Practices All proposed trenching is located in paved portions of Caltrans right-of-way where slopes are less than 3%. BMP SC-10, Storm Drain Inlet Protection will be implemented as shown on the Water Pollution Control Drawings(WPCD). TEMPORARY • - • CHECKIF CHECKIF FSC-2 MINIMUM CHECK IF IF NOT USED,STATE BMP REQUIREMENT CONTRACT USED NOT REASON be generated by trenching. REQUIREMENT USED This is a linear project with no construction on or near SCASilt Fence ISI ✓ ❑ ❑ ® slopes.Silt fence on paved public roadways is not appropriate. Limited amounts of silt will Desilting Basin ❑ ❑ ® Slit will be cleaned per BMP SC-7 and trapped by SC-10 G:WancyWROJECMSM37-San Juan Cap\WPCP Foal SJC.doc - Page 30-3 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. TEMPORARY •IMENT CONTROL BMPMINIMUM CHECK IF CHECK IF CHECK IF IF NOT USED,STATE No. BMP REQUIREMENT CONTRACT USED NOT REASON REQUIREMENT USED Limited amounts of silt will by trenching. SC-3 Sediment Trap El 1:1 ® Siltgeneratwill be cleaned per BMP SC-7 and trapped by SC-10. SC-4 Check Dam El 1:1 ® Proposed work does not require use of check dams. This is a linear project with SC-5 Fiber Rolls(r) �/ - El 1:1 ® no construction on or near slopes.Fiber rolls in paved roads are not appropriate. This is a linear project with no construction on or near SC-6 Gravel Bag Berm ❑ ® erodable slopes.Gravel bags In paved roads are not appropriate. SC-7 Street Sweeping and ® ® ElVacuuming This is a linear project with SC-8 Sandbag Barrier ❑ El ® no construction on or near slopes.Sand bag barriers in paved roads are not needed. • This is a linear project with SC-9 Straw Bale Barrier ® no construction on or near slopes.Straw bales in paved roadways are inappropriate. SG10 Storm Drain Inlet ® ® ❑ Protection 0) The Contractor shall select either sediment control measure or a combination thereof to achieve and maintain the contract's disturbed soil area(DSA)protection requirements 30.1.2.1 Selected Sediment Control BMPs SC-7 Street Sweeping and Vacuuming Street sweeping will be performed after all material removal operations and whenever debris is present. Vacuuming will be performed during all sawcutting activities. SC-10 Storm Drain Inlet Protection Storm Drain Inlet Protection will be implemented, as shown on the WPCDs, for the duration of the project construction within Junipero Serra Road. This will protect all storm drains from debris, runoff, and sediment resulting from construction activities. 30. 1.3 Tracking Control Disturbed soil areas are minimiTna1. Disturbed soil areas consist of trench excavation within the • paved Caltrans right-of-way, and will require only limited tracking controls. WiNonc�APR ECTSQAN37-San Juan Cap\NPCP Final SJCdou Page 30-4 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. _ CONTROLTRACKING Complete the following table. The Contractor shall consider using all BMPs listed hereon. CHECK IF CHECK IF fBM MINIMUM CHECK IF IF NOT USED,STATE gMp REQUIREMENT CONTRACT USED NOT REASON REQUIREMENT USED Construction is a pipeline in Stabilized Construction a paved street where no Entrance/Exit construction entrancelexitexists. Stabilized Construction No access roads will be Roadway ® used during construction. EntrancelOutiet Tire ❑ ❑ ® street is linear in public, paved TC-3 Wash street without construction entrancelexits. SC-7 Street Sweeping and ® ® E _ Vacuuming 30.1.3.1 Selected Tracking Control BMPs SC-7 Street Sweeping and Vacuuming Sweeping and vacuuming will be performed for the duration of the project as necessary to clean and remove sediment and debris from the project site. Street sweeping will be performed after all operations involving material handling and whenever construction debris is present. All sawcutting activities will be followed by vacuuming. 30.1.4 Wind Erosion Controls Wind erosion controls will be applied as necessary to prevent nuisance dust as required by the Standard Specifications,the Special Provisions,BMP WE-1,Wind Erosion Control, and as directed by the Engineer. The soil stabilization BMPs selected for the project will also provide wind erosion control benefits. 30.2 Non-Storm Water Management BMPs The project will include the following activities that have the potential to generate non-storm water discharges: ■ AC saw-cutting ■ Watering for soil compaction ■ Slurries from AC paving G.WancfPROJECTS\ 13]-San Juan CapXWPCPFinal SJC.Eoc Page 30-5 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. NON-STORM WATER MANAGEMENT BMPs CHECK IF CHECK IF BMP MINIMUM CHECK IF IF NOT USED,STATE No. BMP REQUIREMENT CONTRACT USED NOT REASON REQUIREMENT USED NS-1 Water Conservation 1:1 ® 1:1Practices NS-2 Dewatering Operations El 1:1ar® dewatering operations are expelled. NS-3 Paving and Grinding ® ® 1:1Operations Temporary Stream No temporary stream NS-4 Crossing ❑ ❑ ® crossings included in project Project does not include NS-6 Clear Water Diversion ❑ ❑ ® diversions or work in streams. NS-6 Illicit Discharge/Illegal ® ® El Reporting NS-7 Potable ® ® ❑ Water/lrigation NS-8 Vehicle and Equipment ✓ ® ® El • NS-9 Vehicle Fueling and Equipment ® ® ❑ NS-10 Vehicle and Equipment ® ® ❑ Maintenance NS-11 Pile Driving Operations ❑ ❑ ® Project does not include pile driving operations. Concrete construction will be NS-12 Concrete Curing ❑ ❑ ® limited to thrust blocks and will not require curing. Material and ❑ No work will be performed NS-13 Equipment Use Over 1:1 ® Water over open water. Concrete construction will be NS-14 Concrete Finishing ❑ ❑ ® limited to thrust blocks and will not require special finishes. StructureStructure demolition/removal NS-15 Demolition/Removal ® ® ❑ will be limited to AC pavement. 30.2.1 Selected Non-Storm Water Management BMPs NS-1 Water Conservation Practices Water conservation practices are implemented at all construction sites and wherever water is used. NS-3 Paving and Grinding Operations • G.%NanWROJECTS\ 37-San Juan Cap\WPCP anal SJC.dw Page 30-6 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. _. J These practices are implemented when paving,resurfacing, grinding or sawcutting operations may pollute storm water runoff or discharge to a storm drain system. Paving operations will be scheduled during dry weather. NS-6 Illicit Discharge/Dumping Reporting Contractor,inspector, and owner personnel will be trained to recognize and understand reporting requirements for illicit connections to storm drains and illegal discharges of pollutants. The pre- construction meeting will cover the requirements for recognizing and reporting these illegal connections and discharges. NS-7 Potable Water/Irrigation The site will be continuously monitored for signs of any unusual discharges of potable or irrigation water at or onto the site. NS-8 Vehicle and Equipment Cleaning All vehicle and equipment cleaning activities will be performed off-site. NS-9 Vehicle and Equipment Fueling All vehicles and equipment will be fueled off-site and inspected daily for leaks. Vehicles that leak will be replaced or repaired before returning to the job site. NS-10 Vehicle and Equipment Maintenance No maintenance of vehicles and equipment will be performed on the site. Vehicles and equipment will be inspected weekly for fluid leaks, and will not be returned to service without repair or replacement as needed. NS-15 Structure Demolition/Removal All construction debris will be stored away from drainage paths during the day.All debris of this type will be removed from the job site at the end of each work day. 30.3 Waste Management and Materials Pollution Control BMPs The following construction materials and wastes have the potential to cause storm water pollution and will be generated on-site or transported to the site.These materials will be used immediately or stored temporarily for same day use: ■ .AC materials and waste products ■ Materials associated with BMPs(rock, sand bags) ■ General site litter Gft ancAPROJECTSZAN3T-San Juan Cap\WPCP Final SJC.Ooc Page 30-7 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CAL TRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL [BMP MINIMUM CHECK IF IF NOT USED, o. BMP CHECK IF CHECK IF REQUIREMENT CONTRACT USED NOTSTATE REASON REQUIREMENT USED t Material Delivery and ❑Storage-2 Material Use ✓ ® ® ❑ Stockpiling will be minimal WM-3 Stockpile V/ ❑ ® since asphalt and backfill Management material will be trucked in and out daily as needed. WM-4 Spill Prevention and ✓ ® ® ❑ Control Wi Solid Waste ✓ ® ® 1:1Management WM-6 Hazardous WasteEl ® No hazardous waste is Management expected from this project. WM Contaminated Soil ❑ El ® No contaminated soil is Management anticipated. WM_8 Concrete Waste ® ® ❑ Management WM 9 Sanitary/Septic Waste ✓ ® ® El Fluids resulting from EM-10Liquid Waste 1:1 ® sawcutdng oprations will be Management controlled using BMP NS-3 30.3.1 Selected Waste Management and Materials Pollution Control BMPs WM-1 Material Delivery and Storage The project site is lineal and within a paved street,therefore most materials delivered to the jobsite will be used immediately or within the same day.Any materials that are stored at the job site will require protection from wind and rain. WM-2 Materials Use Materials such as asphalt and other concrete components that have a potential to pollute will be used according to Material Safety Data Sheets and manufacturers'recommendations.Mixing and disposal of chemicals will be done in a contained area away from Caltrans right-of-way. Cleanup supplies will be available and located near areas of potential use. WM-4 Spill Prevention and Contol Contractors will be continuously trained on the potential dangers resulting from spills and leaks when materials are stored,unloaded, and in use. Cleanup supplies will be provided along with areas to store waste materials. WM-5 Solid Waste Management • 3AN8ncykPR0JECTS\SAN37-Sen Juan OapWPOP Final SJC.doc Page 30-8 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Limited space available at the jobsite will require that solid waste generated from demolition and new construction be removed from the site on a daily basis.Litter and garbage will be picked up at the site daily and stored in containers for weekly disposal. WM-8 Concrete Waste Management A temporary concrete washout facility will be provided near,but outside of,the Caltrans right-of- way,when concrete thrust blocks are part of the pipeline construction. The use of sand bags around sawcutting sites and storm drain catch basins will capture and prevent runoff slurryfrom entering the storm drain system. WM-9 Sanitary/Septic Waste Mangement Portable sanitary/septic waste systems will be provided and used at the construction site and serviced on a weekly basis. 30.4 Water Pollution Control Drawings (WPCDs) The water pollution control drawings are included as an attachment to this Water Pollution Control Program. 30.5 Construction BMP Maintenance, Inspection, and Repair Inspections will be conducted as follows: ■ Prior to a forecast storm ■ after a rain event that causes runoff from the construction site ■ at 24-hour intervals during extended rain events ■ weekly during the rainy season ■ every 2 weeks during the non-rainy season ■ at any other time(s) or intervals of time specified in the project Special Provisions Completed inspection checklists will be submitted to the RE within 24 hours of inspection. Copies of the completed checklists will be kept with the SWPPP. A tracking or follow-up procedure shall follow any inspection that identifies deficiencies in BMPs. The inspection,maintenance and repair program is shown in below. WPCP Inspection, Maintenance, and Repair Program Inspection Frequency BMP Inspection Measures Rainy Non-Rainy SC-7 Daily Daily Inspect site,vacuum and sweep paved areas. SC-10 Daily Weekly Inspect and replace sand bags as required.Check sandbag placement G--Wana1APR0JECTS,SM37-San Juan Cap\WPCP Final SJC.dw Page 30-9 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project • Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. WPCP Inspection, Maintenance, and Repair Program Inspection Frequency BMP Maintenance/RepairMessures Rainy Non-Rainy NS-1 Weekly Weekly Continuous water conservation will be observed.Review practices. NS-3 Daily Weekly Review sawcutdnglpaving procedures. Inspect and maintain equipment NS-6 Weekly Weekly Inspect site for evidence of illegally dumped material. NS-7 Daily Daily Inspect site for evidence of broken wateriinigation lines. NS-8 Daily Weekly Inspect equipment,insure equipment is cleaned off-site NS-9 Daily Weekly Remove/repair equipment that leaks.Monitor availability of cleanup NS-10 Weekly Weekly Replacelrepair leaking vehicles; replace drip panstabsorbent materials. - NS-15 Daily Daily Inspect site for debris. Remove debris as necessary. WMA Daily Weekly Inspect and maintain offsite storage areas in a clean condition. Review WM-2 Daily Weekly Apply appropriate covers to temporarily stored materials. WM-4 Daily Weekly Maintain and empty waste fluid containers.Monitor spill practices. WM-5 Daily Weekly Monitor procedures; provide timely removal service for solid wastes. WM-8 Daily Weekly Monitor practices;provide timely removal of AC and PCC wastes. • WM-9 Daily Weekly Provide daily inspection for leaks;weekly service and disposal. • GANancfPROJECTV,8AN37-sen Juan CapXWPCP Final SJC.doc Page 30-10 Water Pollution Control Program(WPCP) High West Side Pipeline Replacement Project Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Section 40 Amendments Construction Contractor's Certification of the WPCP Amendment "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system or those persons directly responsible for gathering the information, to the best of my knowledge and belief,the information submitted is, true, accurate, and complete. I am aware that there are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." c �. /5 On ignature Date Eric Bauman, P.E.,Water Engineering ^ Manager 949.487.4312 Name and Title Phone Number For Use by Caltrans Only RESIDENT ENGINEER'S APPROVAL OF WPCP AMENDMENT I, and/or personnel acting under my direction and supervision,have reviewed this WPCP amendment and find that it meets the requirements set forth in the Special Provisions,the Construction Site Best Management Practices Manual, and the Standard Specifications Section 7- 1.01 G-Water Pollution. RE's Signature Date of WPCP Approval RE's Name(printed) RE's Phone Number GANanc-APROJEC SSAN3]-San Juan CapWPCP Final SJC.dac Page 40-1 Water Pollution Control Program(WPCPj High West Side Pipeline Replacement Project • Contract No.INSERT CALTRANS CONTRACT NUMBER-THEN TAB TO NEXT FIELD. Section 50 Reporting 50.1 Discharge Reporting If a discharge occurs or if the project receives a written notice or order from any regulatory agency, the contractor will immediately notify the Engineer and will file a written report to the RE within 7 days of the discharge event,notice, or order. Corrective measures will be implemented immediately following the discharge, notice or order. A sample discharge form is provided in Attachment K. The report to the RE will contain the following items: ■ The date,time,location,nature of operation, and type of discharge,including the cause or nature of the notice or order; ■ The BMPs deployed before the discharge event, or prior to receiving notice or order; ■ The date of deployment and type of BMPs deployed after the discharge event, or after receiving the notice or order,including additional BNTs installed or planned to reduce or prevent re-occurrence, and ■ An implementation and maintenance schedule for any affected BMPs • i G:wancy\PROJECTS�37-San Juan CapkWPCP Float SJC.aoo Page 50-1 CAMINO CAPISTRANO i SAN DIEGO FREEWAY pal • • r UND 1-8 - W/ P Mi MIC SCALE 1'.40' /// 1YMI� QOJ N SOUTHBOUND'I� ON-RAAAP \ PROPOSED 24" RECYCI WATER TRANSMISSION SAN DIEGO FREEV (h5) x �z wx • a v 2w _ CL w Bw NOTES ' F' O PNONCIEO. NG NO WOW RWL BE CONOUGIFD N RNN OR IF NMN EASING CALTNM$ I-S BADGE OVFAPA55 SG-J SOEET SWE T Y VMSIWNO ROADWAY KQUMT TO SOIN MEA SPA BE SWEPT DKY OR AS VEERED. MEAS REO M SAW2ITOIG O'AC PAVE?ffflT Oi PCC 91ALL BE VACWYEp MO SWEPT AS NEFDFA JUNMDSPE M PNEVENTOOSO MTE SN10/OMIN M3 A L AC WNdN6 NS-6 ALIOT CMNWVM/IlEGAL OSWARGE NEPORONG ML MLL Wft "LL BE NIpfRTED M CALTRMS NS-7 POTABLE WATFA/NI"MM WV1NE CONSIRUCOON ST@ETBNTPMT D/M CWSTiN W NSPECTOR IMNEOIAM-Y V 094ENMNp WO IIRSMNOL LINES. POTANE WATER I m M MY SURFACE RAW ONTO M 1NN)UGN PgOECi sm. NS-8 VEXICIE D WOIPNENT G.EANIIM. N1 VFMQE MO EOIPNENT CLEMMG S BE PFAPOIOEO W-SITE KS-S V 1OE D EOIIIPMENT NEURO ALL VENIQE D EOPPYEM NELNG 34 LL BE PESFOWIm O -SM. NS-10 `ERRE D EOJwM@TI MAMTENWM AU_VENIRE D EpAP11E11T IWNTENMCE SHALL K PENFOOIEp ow-sm M-1 M MNE DEIPMAY D MUM EMPLOY STOP PNACTNES NECESSARY M PROTECT STOND RWTEMO MOR WM D NMN. WR-2 MATpB USE: VSE MATFaue N A MCC WOR THE MMNFACOR Vft �EOGE M PAMY T NECMMENMIIpNS D REWNEMQIT4 MD THE WmMR SARTY MTA 14Ei SNEEF PROMOE AOEWATE QENIW 9RPlJES NEM 1M,L MffA4 WR-4 SPNL PREY VW MD NNTNOU WAONOE SPEOAL PIELF mW D i COIWNIL TRMNNG D APPROPWAM CIEMUP SUPPLIES. i NON FLOW TAI_S SOW WASTE MMA -. RBCONSTRUCTOR 0E iA01 1XE [ am OKY MO UTTER/MRBACE FTOR T SITE AEENLY. S M-B CONCRETE WABIE MMA@ . OEM OUT COIOEIE OEUTERY D D WANG VENT AT TRE M-Sm TETPONARY WA%My FAOUTY M AT M SPLLWAY�1-BAG XIOI SM0BAG5 APPNOVID OP-NTE W T FM W THAT DOLS HOT 01WN M A STOW 2-BAGS MW OIUfI FA w. TYPICAL PRO CTION FOR IN&U ONRAD w-P s Tu /SU=WASTE u AGM".. PROVIDE KRTMIE SANRMY WASTE FApUTE3 ON A MNWUM WWY S31 M • BMP SC-10 E NOT M SCME CITY OF SAN JUAN CAPISTRANO 24 RECYCLED WATER PIPELINE sEEr WATER POLLUTION CONTROL DRAWING of 1 sNEETs E APPENDIX - H • Materials Purchase Order for Owner Supplied Materials • 13IVamlFroje lSanJuanCapicbanoHghWestSideFipahneGSpaGO WW34Fpart4Aoc PARTIV-APPENDICES February 200a GENERAL CONTENTS CITY OF SAN JUAN CAPISTRANO PUBLIC WORKS DEPARTMENT WATER DIVISION COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND PROPOSAL DOCUMENTS HIGH WESTSIDE PIPELINE $ RECYCLED WATERLINES MATERIALS AND SUPPLIES MEMBERS OF THE CITY COUNCIL • JOE SOTO, MAYOR LONDRES USO MARK NEILSON TOM HRIBAR SAM ALLEVATO CITY MANAGER DAVE ADAMS INTERIM PUBLIC WORKS DIRECTOR CINDY RUSSELL JANUARY 2008 • 1 NOTICE INVITING PROPOSALS Public notice is hereby given that the City of San Juan Capistrano will, up to 3:00 p.m. on the 12th day of February, 2008, receive sealed proposals or Proposals for the High West Side Pipeline and Recycled Waterlines Materials and Supplies in accordance with the approved Specifications, Special Provisions, and the American Water Works Association Manuals (Latest Editions), including all supplements therein. Proposals will be received until the time herein before stated at the City of San Juan Capistrano, Public Works Department, San Juan Capistrano, 32450 Paseo Adelanto, San Juan Capistrano, California 92675. No Proposal will be received unless it is made on a proposal provided within these specifications. A pre-Proposal conference is scheduled at 2 p.m. on Thursday January 31 2008, in the Public Works Conference Room located at 32450 Paseo Adelanto, San Juan Capistrano. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the Proposal documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-Proposal conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the specifications and contract documents presented to the Proposers in any manner. The City Council reserves the right to reject any and all Proposals received, to compare the relative merits of the respective Proposals and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. Copies of the Proposal documents and specifications are on file in the Public Works Department of the City of San Juan Capistrano, 32450 Paseo Adelanto, San Juan Capistrano, California. One set of Standard Specifications will be made available for each manufacturer/supplier proposing to submit a Proposal for said materials. Please contact Joe Mankawich at (949) 487-4313, should you have questions regarding the High West Side Pipeline and Recycled Waterlines Materials and Supplies. MARGARET R. MONAHAN, CITY CLERK CITY OF SAN JUAN CAPISTRANO ORANGE COUNTY, CALIFORNIA 3 • PROPOSAL For the: Public Works Department, Water Division - Materials and Supplies From: Manufacturer, Supplier City of San Juan Capistrano Dave Adams, City Manager: The undersigned, as Proposer, declares that he has carefully examined the specifications for the proposed materials as described, examined the Specifications, Special Provisions, and American Water Works Association Manuals (Latest Editions), including all supplements therein, read the Instructions to Proposers, and is familiar with all proposal requirements, and hereby proposes and agrees, if the proposal is accepted, to supply the said materials in accordance with the Contract Documents, in the time stated herein, for the unit price or lump sum given on the following pages of this proposal. • Said amount to include and cover all taxes, the furnishing of all materials and delivery F.O.B. to the City Yard, located at 32400 Paseo Adelanto, San Juan Capistrano, California. All Proposals are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the Proposers. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and Proposals will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of Proposals. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any item or portion of the work or to omit portions of the work as may be deemed expedient by the Public Works Director or assignee. Signature of Proposer. • 4 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the fine: President, Secretary, Treasurer, and Manager thereof.) Dated: Business Address Dated: Telephone Number Further, the undersigned Proposer certifies that he has thoroughly checked the figures set forth in this proposal, that they are correct to the best of his knowledge and that they constitute his proposal for the products called out herein. Dated: Signature of Proposer Dated: Telephone Number 5 City of SJC High West Side and Recycled Pipeline Materials and Supplies • Note# Description Quantity Unit Cost Total Cost Water Main Shts 7-16 3 12" PVC PIPE C900 LF 2,000 11 12"X8"DI REDUCING TEE, POxFLG 1 13 16" GATE VALVE, FLG 15 14 12" RWGV, FLGxPO 7 16 10" RWGV, FLG 2 17 8" RWGV, FLGxPO 4 23 8"RWGV, FLG 2 26 10" DI TEE, FLANGE 3 27 16" DI POxFLG ADAPTER 15 29 12" DI POxFLG ADAPTER 8 30 12"DI POxFLG ADAPTER 2 31 8" DI POxFLG ADAPTER 3 33 16" DI 221/2° BEND, PO 1 34 16" DI 11 1/4° BEND, PO 8 35 12" DI 90°BEND, PO 2 36 12" DI 450 BEND, PO 2 37 12" DI 22 1/20 BEND, PO 5 38 12" Dill 1/4° BEND, PO 2 40 12" DI TEE, FLG 1 43 8"DI 90°BEND, PO 2 44 8"DI 45°BEND, PO 3 46 8"DI 11 1/4° BEND, PO 4 49 12"X8"DI REDUCING TEE, FLG 1 50 8"DI TEE, FLG 2 . 51 16"X8" DI REDUCING TEE, FLG 1 52 12"X10"DI CONCENTRIC REDUCER, POxFLG 2 53 10" DI TEE, POxFLG 2 55 16"X12" DI REDUCING TEE, FLG 7 58 8"DI TEE, PO 2 73 12" PIPE TRANSITION COUPLING 4 74 10" PIPE TRANSITION COUPLING 4 75 8" PIPE TRANSITION COUPLING 8 87 2"AIR VAC VALVE AND ASSEMBLY 0 91 16"DI BLIND FLANGE 2 85 4" Blowoff Assembly street onions 16"x 6"FLG TEE 4 12"x 4"FLG TEE 1 6"X4" FLG REDUCING 90 DEG BEND 4 4"FLG 90 DEG BEND 1 4"SPOOL, FLG 12"IN LENGTH 5 4"RWGV, FLGxPO 5 4"FLANGE COUPLING ADAPTER 5 8" BLIND FLANGE 5 8"X4" FLG TEE 5 Water Main Sheets 3-4 24"x6" POxFLG TEE 1 6"x4" LONG RADIUS FLG REDUCING 900 BEND 1 4"SPOOL, FLG 16"LENGTH 1 4" RWGV, FLGxPO 1 4" FLANGE COUPLING ADAPTER 1 78 24" PIPE CAP 1 • TOTALCOST TOTAL COST IN WRITING