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05-0517_SOUTHWEST PIPELINE AND TRENCHLESS CORP._Contract Recorded in Official Records, Orange County Tom Daly, Clerk-Recorder RECORDED AT REQUEST OF AND !111111!!I!IIIIIIIII!IllllllllllllllllllllllillllllllllllllllllllllllllllllNO FEE Cl RETURNED TO: City San Juan Capistrano City Clerk's Office 200600001226711:02am 01/06/06 32400 Paseo Adelanto 212 143 N12 1 San Juan Capistrano, CA 92675 0.00 a.00 0.00 0.00 0.00 0.00 0.00 0.00 RECORDING FEES EXEMPT DUE TO GOVERNMENT CODE SECTION 6103 Margaret R. Monahan, City Clerk San Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City of San Juan Capistrano to Southwest pipeline and Trenchless Corp, 539 W. 140th Street, Gardena, CA 90248 for construction of Major Sewer Repairs Capital Improvement Project. That the said work completed on December 12, 2005 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano as owner, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 3"' day of January 2006. That upon said contract, Safeco Insurance Company of America was the surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 3rd day of January 2006. arg ret R. Monahan, City Clerk City o San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of perjury, that the foregoing Notice of Completion is true and correct, and that said Notice of Completion was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Clerk. Dated at San Juan Capistrano this 3`d day of January 2006. ___:2A7AA�4 2 arg ret R. Monahan, City Clerk City San Juan Capistrano • • CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and Southwest Pipeline and Trenchless Corp. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2000 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of MAJOR SEWER REPAIRS in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the Work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractible and extremely difficult to fix the actual amount of damages, and loss 1 SD Sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 312400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. 2 SEVENTH. INSURANE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/ not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as'a penalty to CITY, forfeit Twenty-five Dollar ($25) for 3 tach workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: f ocvv BY: WYATT H T, MAMR Southwest PipelineL�ic. # 773862 BY: and Trenchless Cove�class" A CONTRACTOR, LICE SE O. AND CLASSIFICATION C ris D. Scarratt, President ATTEST: arg ret R. Monahan, City Clerk APPROVED AS FORM: John Shaw, ity Attorney 4 Issued in Duplicate PERFORMANCE BOND Bond Number:6336249 f Premium: $4,788.00 KNOW ALL MEN BY THESE PRESENTS: That Southwest Pipeline and Trenchless Corp. as Principal, hereinafter called CONTRACTOR, and Safeco Insurance Companyof Ame.Tica 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 Four Hundred Sixteen Thousand Three Hundred Twelve and * Dollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. * 00/100ths ($416,312.00) WHEREAS, Contractor has by written agreement dated March 29. 2005 entered into a (describe agreement): Major Sewer Repairs (CIP No. 728) which contract is by reference made a part hereof, NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount specified, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB-1 2. SaidSurety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this 2nd day of May 2005 XUat Los Angeles California. Southwe Pipeline and PRINCIPAL Trench a rp. Chris D. Scarratt, President APPROVED AS TO FORM (NOTARIZATION AND SEAL) JO R. SHAW, CITY ATTORNEY SURETY Safeco Insurance Company of America i Michael R. Mayberry/Atto ney in Fact (NOTARIZATION AND SEA ) PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT 1ec�`Yot=fYr-Ra�.csyi=PcF' -.FF-�N.e"<' -- -:r- -,i4•.. ,t�(`i.. ..eFsefef`,c<'.�e.'C.-sSe�S:3rC�-f)<-Ccf.E` .x-�.i;C�(`.c.,.`P-..ia. State of California ss. County of Los Angeles On May 9_2005 1 before me, Alisha Arthur, Notary Public Date Name and Title of Officer(e.g.,"Jane Doe,Notary Public") personally appeared Chris D. Scarratt Name(s)of Signegs) ® personally known to me ❑ 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 AusHAAnHUR he/she/they executed the same in hislherltheir commisulon M 1526615 authorized capacity(ies), and that by his/her/their Ill Public-caNwrrrle signature(s) on the instrument the person(s), or the LosAngelmcounty entity upon behalf of which the person(s) acted, 011IIIIIIIII00m.EVbbwNov1J, executed the instrument. WITNESS my,hand and official seal. Place Notary Seal Above Sig tura of Nostral 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(les) Claimed by Signer(s) Signer's Name: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—❑ Limited ❑ General NOWIM ❑ Partner—❑ Limited ❑ General ❑ Attorney in Fact Top of thumb Hare ❑ Attorney in Fact Top of thumb here ❑ Trustee ❑ Trustee Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: ®2004 National Notary Association•9350 De Soto Ave..P 0,Box 2402•Chatsworth,CA 91313-2402 Item No.5907 Reorder:Call Toll-Free 1-800-8]6-682] ............ State of California County of Los Angeles On May 2, 2005 before me, Marina Tapia, Notary Public personally appeared Michael R. Mayberry personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. MARINA TAPIR COMM #1408471 13 rjOT�IIIUBLIC CALI�ORNIA yj OS ANC�El-E S COU NT Y !7-4 (2� My Conlin f xprres Mar 30 2007 Issued in Duplicate Premium included in Performance r Bond LABOR AND MATERIAL BOND Bond Number:6336249 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to Southwest Pipeline and Trenchless *, License No. 773862-A hereinafter designated as "Principal", a contract for Mai or Sewer Repairs CIP No. 728) and * Corp. 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 Southwest Pipleine and Trenchless Corp. Principal, and Safeco Insurance Company. of America . assurety, are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Four Hundred Sixteen Thousand .Three Hundred Twelve ** DOLLARS 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. ** and 00/100ths *** ($416,312.00) THE CONDITION OF THIS OBLIGATION is such that, if said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court_ This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM-1 As a part of the obligation secured thereby, 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 casts and included in any judgment rendered. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 2nd day of May, 2005 x"_ j The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its governing body. Southwest Pipleine and Trenchless Corp. PRINCIPAL By _ Ch s D. Scarratt, President Safeco Insurance Company of America SURETY I Michael R. Mayberry/ Attor y in F t APPROVED AS TO FORM JOHN SHAW, CITY ATTORNEY LM-2 R State of California County of Los Angeles On May 2, 2005 before me, Marina Tapia, Notary Public personally appeared Michael R. Mayberry - personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. CALJiOri NIA (' My Comm Expires Mar 30.2007 S A F E C O POWER SAFECOINSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE SAFECO PLAZA SEATTLE,WASHINGTON 98185 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation, does each hereby appoint "E.S.ALBRECHT,1R.;C.K.NAKAMURA,LISA L THORNTON;TRACY ASTON;MARIA PENA,MICHAEL R.MAYBERRY,MARINA TAPIA.TOM BRANIGAN; CLARICE LEE;RICHARD F.BIGLEY;K.D.CONRAD,EDWARD C.SPECTOR;WILLIAM A.SADLER;ASHRAE ELMASRY;BRENDA WONG,Los Angeles, California' its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surely bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 27th day of June 2003 CHRISTINE MEAD,SECRETARY MIKE MCGAVICK,PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (it) A copy of the power-of-attorney 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, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto, are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this 2nd day of May 2005 � f con Is GR40 M SEAL W SEAL a� 195.3, 5,1► �a2�`hOf M�ISr"'- �OfWd1 '\s CHRISTINE MEAD,SECRETARY 5-0974/SAEF 2/01 ®A registered trademark of SAFECO Corporation 06/27/2003 PDE IMPORTANT NOTICE TO SURETY BOND CUSTOMERS REQARDINQ THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAFECO insurance companies WECO Insurance Company of Anwloa,General Insurance Company of America,First National Insurance Company,American States Insur- amce Company or American Economy Insurance Company), it is our duty to notify you that the Terrorism Risk Insurance Act of 2002 extends to'aw*Insurance".This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States gMmmennt under a formula established by this Act. Under this formula,the United States government pays 90%of losses caused by certified acts of terrorism that exceed a statutorily established deductible to be paid by the Insurance company providing the bond.The Act also establishes a$100 bison cap for the total of all losses to be paid by all insurers for certitlod acts of terrorism.Losses on some or all of your fronds may be subject to Us cap. This notice does not mo ft any of the exisdng terms and conditions of this bond,the underlying agreement guaranteed by this bond,any statutes governing the terms of this bond or arty generally applicable rules of law. At this time there is no premium change resuking from this Act. . e�sLge Issued in Duplicate PERFORMANCE BOND Bond Number:6336249 Premium: $4,788.00 KNOW ALL MEN BY THESE PRESENTS: That Southwest Pipeline and Trenchless Corp. as Principal, hereinafter called CONTRACTOR, and Safeco 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 Pour Hundred Sixteen Thousand Three Hundred Twelve and * Dollars for payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, fairly by these presents. * 00/100ths ($416,312.00) WHEREAS, Contractor has by written agreement dated March 29, 2005 entered into a (describe agreement): Major Sewer Repairs (CIP No. 728) which contract is by reference made a part hereof; NOW THEREFORE, the condition of this obligation is such that, if Principal shall promptly and faithfully perform said agreement, then this obligation shall be null and void; otherwise it shall remain in full force and effect. Surety waives whatever legal right it may have to require that a demand be made first against the principal in the event of default. BE IT FURTHER 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 attomeys fees, incurred by City in successfully enforcing such obligation, all to be taxed as costs and included in any judgment rendered. PB-1 2. Said'Surety, for value received,.hereby stipulates and agrees that no change, extension of time, alteration, or modification of the contract documents or of the work to be performed thereunder, shall in any way affect its obligations or this bond, and it does hereby waive notice of any such change, extension of time, alterations, or modifications of the contract documents or of work to be performed thereunder. Executed this 2nd day of May 2005 _xi-, at Los Angeles California. South,e peline and PRINCIPAL Trenc es Corp. Chris D. Scarratt, President APPROVED AS TO FORM (NOTARIZATION AND SEAL) JO? O R. SHAW, CITY ATTORNEY SURETY Safeco Insurance Company of America i Michael R. Mayberry/Attorney in Fac (NOTARIZATION AND SEAL) PB-2 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT __ - — 'M— — - -. — - _. t--�`- -- — — �-._ - _._-..._.- - .�n�.crcK',<:c4�r,�^.c•r�r.M-cr-`c:o,r State of California ss. County of Los Angeles On May 9. 2005 before me, Alisha Arthur, Notary Public Date Name and Title of officer(e.g.,"Jane Doe,Notary Public") personally appeared Chris D. Scarratt Names)of Signerts) 9j personally known to me ❑ 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 µ P authorized ca aci les and that b his/her/their Commm" 1526615 P tY( ), Y rloldr t�tbYc_Cy t5 signature(s) on the instrument the person(s), or the -� Los Ang �Courq entity upon behalf of which the person(s) acted, MyConrrr►i11POWNW I& executed the instrument. WITNESS my h nd and official seal. Place Notary Seal Above Signatu of Notary Pt OPTIONAL Ib 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: Signer's Name: ❑ Individual ❑ Individual ❑ Corporate Officer—Title(s): ❑ Corporate Officer—Title(s): ❑ Partner—C Limited ❑ General ❑ Partner—F1 Limited ❑ General M. El Attorney in Fact Top or thumb Here El Attorney in Fact ' ElTrustee 7 Trustee Top of thumb here ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: ❑ Other: Signer Is Representing: Signer Is Representing: 0 2004 National Notary Association•9350 De Soto Ave..P.D.Box 2402•Chalswouh,CA 91313-2402 Item No,507 Reamer:Call Toll-Free 1-800-B76-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMEN State of California County of Los Angeles On May 2, 2005 before me, Marina Tapia, Notary Public personally appeared Michael R. Mayberry personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Owl', ti ry -f GCM.M 4140,6471 � "' :� f.1.Gomm Epas Mar 30 ?.007 Issued in Duplicate Premium included in Performance r Bond LABOR AND MATERIAL BOND Bond Number:6336249 KNOW ALL MEN BY THESE PRESENTS: That WHEREAS, the City of San Juan Capistrano, a municipal corporation of Orange County, California, has awarded to Southwest Pipeline and Trenchless *. License No. 773862-A , hereinafter designated as "Principal", a contract for Mai or Sewer Repairs CIP No. 728) ; and * Corp. 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 Southwest Pipleine and Trenchless Corp. Principal, and Safeco Insurance Comp@riy. of America as surety, are held firmly bound unto the City of San Juan Capistrano, a municipal corporation, in the penal sum of Four Hundred Sixteen Thousand .Three Hundred Twelve ** DOLLARS 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, finely by these presents. ** and 00/100ths *** ($416,312.00) THE CONDITION OF THIS OBLIGATION is such that, .if.said Principal, his or its heirs, executors, administrators, successors or assigns, or sub-contractors, shall fail to pay for any materials, provisions, provender, or teams, or other supplies or equipment used in, upon, for or about the performance of the work contracted to be done, or for any work or labor done thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor as required by the provisions of Title 1, Division 5, Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond shall inure to the benefit of any and all persons, companies and corporations entitled to file claims under said act, so as to give a right of action to them or their assigns in any suit brought upon this bond. FURTHER, the said surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or modification of the contract documents or of the work to be performed thereunder shall in any way affect its obligation on this bond and it does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. LM-1 As a part of the obligation secured thereby, 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. IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an original thereof, have been duly executed by the Principal and surety herein named on the 2nd day of May, 2005 xlg_ The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its i governing body. Southwest Pipleine an4d_1renchless Corp. PRINCIPAL By Chris D. Scarratt, President Safeco Insurance Company of America SURETY BY Michael R. Mayberry/ Atto ney in act APPROVED AS TO FORM JOHN SHAW, CITY ATTORNEY LM-2 N ,011 ~'l State of California County of Los Angeles 011 May 2, 2005 before me, Marina Tapia, Notary Public personally appeared Michael R. Mayberry personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. MAPINA TAPA COMM #1408471 NOTARY PUB[jC CALIFORWA LOS"GE!FS COJNTI My Comm FwresMa, 30 2 • SAFECO" POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE'. SAFECO PLAZA SEATTLE,WASHINGTON 98185 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint "F.S.ALBRECHT,JR.;C.K.NAKAMURA,LISA L.THORNTON:TRACY ASTON:MARIA PENA,MICHAEL R.MAYBERRY;MARINA TAPIA,TOM BRANIGAN; CLARICE LEE;RICHARD E.BIGLEY;K.D.CONRAD'.EDW ARD C.SPECTOR;WILLIAM A_SADLER;ASHRAF ELMASRY;BRENDA W ONG.Los Angeles, California" its true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 27th day of June 2003 CHRISTINE MEAD,SECRETARY MIKE MCGAVICK,PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however,that the seal shall not be necessary to the validity of any such instrument or undertaking" Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (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-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." 1, Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto, are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this 2nd day of May 2005 �iPOR+C4r� E COMp,�Q. SEAL COBPO m SEAL a 1953 Hwy y� le2'& Of WAS0(Y(ySR' \s CHRISTINE MEAD,SECRETARY $-0974/SAEF 2/01 ®A registered trademark of SAFECO Corporation 061272003 PDF IMPORTANT NOTICE TO SURETY BONA CUSTOMERS REQARDINQ THE TERRORISM RISK INSURANCE ACT OR 2QQ2 As a surety bond customer.of one of the$AFECO Insurance companies(,WECO hwurance Company of America,General Insurance Company of America,First National Insurance Company,American States Insur- ansa Company or American Economy Insurance Company), 4 is our dub to notify you that the Terrorism tisk Insurance Act of 2oo2 extends to'surety Insurance".This means that under certain circumstances we may be eligible for reimbursement of certain surety bond losses by the United States government under a formijia established by this Act. Under this formula,the United States government pays 90%of losses caused by certified acts of terrorism that exceed a statutody established deductible to be paid by the Insurance company providing the bond.The Act also establishes a$100 billion cap for the total of at losses to be paid by all insurers for certified acts of terrorism.losses on soros or all of your bonds may be subfectto this cap. This notice does not modfy any of the existing terms and conditions of this bond,the underlying agreement guaranteed by this blond,any statutes govemhng the terms of this bond or any generally applicable rules of taw. At this time there is no premium change resulting from this Act. . ( 11 I t AC_ RD_ CERTIFICATE OF LIABILITY INSURANCE OPID L DATE(MWY, COLIC-1 04/22 8/8/05 PRODUCERTHIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION The Wooditch Company Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE services, Inc- HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR 1 Park Plaza, #400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine CA 92614 Phone: 949-553-9800 Fax:949-553-0670 INSURERS AFFORDING COVERAGE NAIL I PISIJPER i L�xIn9Can In.uc • CanPan'f INSLRER B Southwest Pipeline and - Trenchless Corp. IPr;uFERc 539 W. 140th Street In_UPERC1 Gardena CA 90248 _-_.___- wSUREP E COVERAGES THE Pr'LICIEG',F Ira^S_PANCE LISTED EELOV/HAVE BEEN ISSUED TO THE INSURED NAMEDABCVE PJP THE POLICr PERIriD tcl',+TED rJOTWITHSTSNCINC- FN/HE]JIPEMENT,TERM OP CONDITION JF aN9 CONTRACT OR OTHER OVCUMENT W ITH RE'SPE:T Tl�wlHICH THIS'_EFTIFICATE MAY HE ISSUED OF m_r PEPTAN THE INSUP AI4CE. FE PCED BY THE POLICIES DESCRIBED HEREIN IS_OBJECT TO 4LLTHE TERMS,EYCLLISIGNS INC)CUVC9TIvrVs OF SIJCH PCLIOIES A,ri,REG ATF LIMIT£SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS LTR HSR TYPE OF PISURANCE POLICY NUMBER PATE(MMIODIYY) DATE IMMIDOIYY) LIMBS GEIIERAL LUFBILITY EACH OCOJRRENCE 1 1,ODD,D QU A X X TrnMER�;wL CErIERAuwBuln 2295801 10/15/04 10/15/05 PPEnnsESlEe occbrencer $ 50,000 svvnns mwDE F,, MED ExP Inn,one Ramon) 6 EXCLUDED PERSiruLgADVNJUPt F1,000,000 IENEP._Aa?CPEGATE ;2,000,000 GENL,AG;RExATE LIMIT APPLIES PER PRODUCTS-COMP/OP✓.GG 12,000,000 POLIC( F.7 JECT Pao_ LCC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1 AIJ'Y 4UTri IES AcnbxnU I ALL OwPlf0 AUTOS BODILY INJURY 1 SCHEDULED HUTOS IPr vercnl HIREDAUT03 BODILY INJURY 1 MON-OWNED AUTOS IPer acctlnnq PROPERT.DAMAGE 1 I 1 P¢r acatlenD GAR AGE LIABILITY AUTOONLY-EAACCIDENT F AIrvAUTOF%?"C f OTI IER THAN AUTO OML r AOG 5 E%CESS/UMSRELLALIABIUTY EACHOCCUPRENCE i cc-UP a CLAINISNIACE AOPREC-ATE 6 T DEDUCnoLE II RETENTION 3 1 WORKERS COMPENSATION NO TrRV LIPAITS EF EMPLOYERS'LIABILT' EL EACH aCpDEIJT T I I'PRJPRIETOP.`P.aRTMER4E.<6J.ITIHE JFFICER/NIEMBEP Eur,-UJCED> EL GIgE+�E-EA EMPLOYCE T rt 9a,,ar,cnbe nnuer jf E_L�L PPOb GIOPrc below EL DISFAiF-PGLICY LIM1IIT j OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT(SPECIAL PROVISIONS -Except 10 Days Notice of Cancellation for Non-Payment of Premium. City of San Juan Capistrano is named as additional insured as respects General Liability per the attached endorsement. RE: Southwest Job #307; CIP No. 728; Major Sewer Repairs. glai CERTIFICATE HOLDER CANCELLATION SANJUA3 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF.THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.BUT FAILURE TO DO SO SHALL City Of San Juan Capistrano IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER.ITS AGEYJTS OR 32400 Paseo Adelanto REPRESENTATIVES, San Juan Capistrano CA 92675 AUTH I PRESEYJ vE ACORO 25(2001/08) 0 ACORD CORPORATION 1988 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORP 25(2001108) i � 0 0 This endorsement, effective 12:01 M 10/15/04 Forms it part of policy no.: 2295801 Issued to: Southwest Pipeline and Trenchless Corp. BY: LEXINGTON INSURANCE COMPANY ADDITION_1L INSURED OWNERS, LESSEES OR C'ONTRICTORS (FOR'\I B) This endorsement modifies insurance provided under the following: CO\I\IERCL-\.L GENERA LIABILITY COVERAGE PART_ SC'HEDLTLE Name of person or organization: Clients of the Named Insured's where required by written contract, CitN of San Juan Capistrano RE: Southwest .lob =307: CIP No. 728: \Tailor Sewer Repairs. Excludes am-and all residential exposures. (If no entrN appeal above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement.) WHO IS AN INSURED(Section Ili is amended to include as an insured the person or orilanization shown in the Schedule, but ontN with respect to liability arising out of "}our work" for that insured bN or for \au_ Authorized Representathe OR IN0869(01./95) Countersignature(In states where applicable) %28oACOR ., CERTIFIC OF LIABILITY INSU CE 04 /zo PRODUCER (951)674-0675 FAX 1)674-2375 THIS CERTIFICA11M ISSUED AS A MATTER OF INFORMATION R. David Bul en Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE P.O. Box 115 HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Lake Elsinore, CA 92531-0115 Bobbi Kozi el INSURERS AFFORDING COVERAGE NAIC# INSURED Southwest Pipeline and Trenchless Corp. INSURERA: Golden Eagle Ins. Corp. 10836 S39 West 140th Street INSURER B: Gardena, CA 90248 NSURER C'. INSURER D: INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDIN- ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR DD' TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE F-1OCCURMED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO $ POLICY PRO LOC ECT AUTOMOBILE LIABILITY BA9665560 12/14/2004 12/14/2005 COMBINED SINGLE LIMIT $ X AWAUTO (Ea accident) 1,000,00 ALL OWNED AUTOS BODILY INJURY $ A SCHEDULED AUTOS (Per parson) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGO $ EXCESSAJMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ S DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION AND WCSTATU- OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT is OPFICERIMEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE $ Des,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMB I $ OTXER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WALL ENDEAVOR TO MAIL City of San Juan Capistrano 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, CID No. 728 BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LJASILT' 32400 Paseo Adel anto OF ANY KIND PON INSURER,ITS AGENTS OR REPRESENTATIVES. San Juan Capistrano, CA 92675 AUTHORRED REP s An ACORD 25(2001/08) ®ACORD CORPORATION 1988 . OERTHOLDER COPY STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142-0807 COMPENSATION INSURANCE FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ISSUE DATE: 04-28-2005 GROUP: POLICY NUMBER: 1806860-2004 CERTIFICATE ID: 17 CERTIFICATE EXPIRES: 12-01-2005 12-01-2004/12-01-2005 CITY OF SAN JIIAN CAPISTRANO CIP NO. 728 32400 PASEO ADELANTO SAN JOAN CAPISTRANO CA 92675 This is to certify that we have issued a valid Workers Compensation insurance policy in a form approved by the California Insurance Commissioner to the employer named below for the policy period indicated. This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer. We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration. This certificate of insurance is not an insurance policy and does not amend,extend or alter the coverage afforded by the policy listed herein.Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate of insurance may be issued or to which it may pertain,the insurance afforded by the policy described herein is subject to all the terns,exclusions, and conditions,of such policy. AUTHORIZED REPRESENTATIVE PRESIDENT EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE. ENDORSEMENT #1600 - JANINE I. COLICH OWNER - EXCLUDED. ENDORSEMENT #1600 - JOHN M. COLICH OWNER - EXCLUDED. ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 12-01-2004 IS ATTACHED TO AND FORMS A PART OF THIS POLICY. EMPLOYER SOUTHWEST PIPELINE &TRENCHLESS CORP & AND/OR U LINER WEST A DIVISION OF ZZ LINER AND/OR NATL LINER W., A DIVISION OF ZZ LINER & AND/OR ZZ LINER, INC [B75,SK1 539 W 140TH ST GARDENA CA 90248 PRINTED:04-2&2005 SCIF 10262E Accept Nis c frc W only 4 you see a fWM xatP Nat nsads'OFFICIAL STATE FUND DOCUMENT' PAGE 1 OF 1 32400 PASEO ADELANTO �% � y� MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 YI SAMTO (949)493-1171 ,(,�+ (949)4931053 FAX • f:5" I [OAvoAATFa DIANEE BATHATHGATE Islnulsalo � 1961 wvnrrHnaT www.sanjuancapistrano.org 1]76 JOE SOTO � DAVID M.SWERDLIN NOTICE TO PROCEED Southwest Pipeline and Trenchless Corp. 539 W. 140" Street Gardena, CA 90248 Project: Major Sewer Repairs Amount of Contract: $416,312.00 You are hereby notified to commence work on the referenced contract on July 18, 2005, and to fully complete all of the work of said contract within (45) consecutive calendar days thereafter. Your completion date is November 15, 2005. The contract provides for an assessment of the sum of $250 per day as liquidated damages for each consecutive calendar day after November 15, 2005 that the work remains incomplete. Dated this 30th daJ of e 2 05. UL c% rR. an itlacceptance belowand return in the enclosed self-addressed, stamped e original notice for your records.) ACCEPTANCE OF NOTICE Receipt of the foregoi�`n�g Notice to Proceed is hereby acknowledged by this t0+ Jul day of� — 2005.��/ Signed: 0� Representing: Southwest Pipeline and Trenchless Corp. c: Brian Perry, Senior Civil Engineer San Juan Capistrano: Preserving the Past to Enhance the Future 1��.� Printed on recvcled paper MEMORANDUM TO: Meg Monahan, City Clerk FROM: Brian Perry, Senior Civil Engineer DATE: June 30, 2005 SUBJECT: Notice to Proceed for Major Sewer Repairs The following information is provided for the Notice to Proceed on the above referenced project: Name of Contractor: Southwest Pipeline and Trenchless Corp. Address of Contractor: 539 W 1401" Street Gardena, CA 90248 Begin work on: July 18, 2005 Complete in 120 calendar days. Completion date is: November 15, 2005 Amount of Contract $416,312.00 Liquidated damages are $250/ day N r - . . CERTirIED MAIL NUMBER CALIFORNIA PREL.MINARY NO i ICE •Complete items 1r,2, 3.Also complete item 4 if 7178 8 518 8010 2403 3611 In accordance with sections 3097 and 3 3098, California Civil Code THIS IS NOT P LIEN. This is NOT a reflection ,on the 1.Article Addressed To: integrity of any contractor or Subcontractor. You are hereby notified that TOM MALLOY CORP. DBA TRENCH SHORING CO., 636 E. Rosecrans Ave., Los Angeles, CYC g0059 R —C�- \lI14C nished or will furnish labor, service, equipment or material of the following general description: sales and rentals of'tr'ench shoring equipment for building structure, or other work of improvement located at 2115 SEP 33 P 1: 22 2.Article Number The name of the person or firm who contracted for the purchase of such labor, services, equipment or material furnished or CST+r ( 1 to�bA furnished is 7178 8518 8010 2403 3611 SAN JU,'•I r An esfMdl Qof the total price of the labor, services, equipment or material is NOTICE TO PROPERTY OWNER 3.Service Type If bills are not paid in full for the labor,services,equipment,or materials furnished or to be furnished, S YP a mechanic's lien leading to the loss,through gourt foreclosure proceedings,of all or pert of your v ®Certified property being so improved may be placed against the property even though youhave paid your m contractor in full.You may wish to protect youneN against this consequence by(1)requIrm your contractor to furnish a signetl release by the person or firm giving You this notice before making 4.Restricted Delivery?(Extra Fee) payment to your contractor, or (2I any other method or tlevice that is appropriate under the ❑ Yes circumstances. Other than resitlenhal homeowners of tlwellinga containing fewer than five units, p private project owners must notify the original contractor antl any lien claimant who has provided the m owner w,ih a preliminary 20-0ay lien notice In accordance with Section 3097 of the Civil Code that a N o _ notice of complMlon or notice ai cessation hes beenFecorded within 10 days of its recordation.Notice 3 shall be by registered mail,certified mail,or firstcless mail,evidenced by a certificate of mailing. • Failure to notify will extend the deadlines to record a Oen. N A.Received by(Please Print Clearly) 8.Date of Delivery (310)327-5554•(900)423-0411 a m 3 C.Signature CPN Prepared By Date M ElAgent U a' ❑Addressee , D.Is delivery address different from item 1? 11 Yes II YES,enter delivery address below. ❑ No = r - a � v y 4 af. - 1y4 14, �y v, ,vr - - ,k.'.,,.�4..K K.f?"3 ,. S rf'�•V ti,,�t �xj/3l'4hW�✓✓+�r,.�`(��/�.�4,,:��t,.,s `se�ry:.�1 ' tiy4`',{�•; - y = er�„ . . ,.. � T f'. -4 C a�, x"4 .` a s' v�q'�K� t4`�S�Y/Sa?BK�Y • �f-« � "� �,�r tl'.' . ��SiL.t+ta..1.UYf15E�= I 1�' PRELIMINARY 20-DAY NOTICE(PUBLIC WORIQ Calffornis CIW Coda Sections 9098,5111,3241✓k 9252 at Seq. THIS IS NOT A LIEN.THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR TO:OWNER 1.The following is a general description of OR REPUTED OWNER the iabor,service,equipment or materials City of San Juan Capistrano furnished or to be furnished by the undersigned: 32400 Paseo Adelanto Concrete Cutting&Coring San Juan Capistrano,CA 92675 TO:ORIGINAL CONTRACTOR 2.Estimated Price:$5,000.00 OR REPUTED CONTRACTOR 3.The name of the person who furnished that labor,service, Southwest Pipeline and Trenchless C equipment or materials is: 539 W 140th Street First Call Concrete Services Gardena,CA 90248 6108 Coke Ave Long Beach,CA 90805 TO:LENDESUREMV OR 4.The name of the person who contracted for purchase of BO)!MNG QOMPA14W that labor,service,equipment or material is: J&C UNDERGROUND 0 1800 N Pepper St Ll! to -) Burbank,CA 91505 >-- 5. The description of the jobsite is: w = City of San Juan Capistrano-Major Sewer Repair LLI San Juan Capistrano,CA 92675,in the County of Orange o = ^� REQfflEST FOR COPY OF PAYMENT BOND AND NAME OF SURETY COMPANY TO CONTRACTING BODY:City of San Juan Capistrano or State Comptroller The undersigned claimant hereby declares that he has supplied labor or materials as described above, that payment has not yet been made therefore, and that he hereby requests that the contracting body furnish a certified copy of the Payment Bond,if any,to the claimant,at the address listed above, and the current address of the contracting public entity. VERIFICATION I declare that I am authorized to file this PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) on behalf of the claimant. I have read the foregoing document and know the contents thereof, the same is true of my own knowledge. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct. Executed at Long Beach, California on 09/13/2005 for FIRST CALL CONCRETE SERVICES. By: cA<t— 06:itnen Phone:(562)879-6300 Fax:(562)531-2248 Jeri Dorman,office Manager PROOF OF SERVICE BY MAIL AFFIDAVIT I, Jeri Dorman declare that I served copies of the above PRELIMINARY 20-DAY NOTICE (PUBLIC WORK) By First Class Certified Return Receipt Requested or Registered Mail service, postage prepaid, addressed to each of the parties at the addresses shown above on 09/13/2005. I declare under penalty of perjury under the laws of the State of California that the foregoing is true and/correct. By: Jeri Dorman,office Manager Executed at Long Beach,California on 09113/2005. NOTICE TO PRIME OR GENERAL CONTRACTOR THIS tS NOT A LIEN. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. the undereipned has entered into a contract to perform labor or furnish materials for the abowrdesedbed public project,and will look to you and your wredes for ordering such rnaterlsls and labor Nils to pay for tltsre. �� CALIFORNIA PRELIMINARY NOTICE 50100785 THIS IS NOT A LIEN THIS NOTICE IS GIVEN PURSUANT TO SECTIONS 3097 AND 3098. CALIFORNIA CIVIL CODE. THIS IS NOT A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. You are hereby notified that the CLAIMANT named below has furnished or will furnish labor, professional services, materials, machinery, fixtures or tools of the following general description: CONCRETE AGGREGATE ASPHALT AND RELATED MATERIALS in the construction, alteration or repair of the building, structure or The Name and Address of the Owner or improvement located at Reputed Owner is: CITY OF SAN JUAN CAPISTRANO MAJOR SEWER REPAIRS CERTIFIED#71966575029003381028 CIP NO 728 CITY OF SAN JUAN CAPISTRANO ORTEGA& EL CAMINO REAL BY MISSION 32400 PASEO ADELANTO in the construction, alteration or repair of the building, structure or SAN JUAN CAPISTRANO,CA 92675 improvement located at ORANGE COUNTY, CA, legally described as follows: ORTEGA& EL CAMINO REAL BY MISSION An estimate of the total price of the labor, professional services, materials, machinery,fixtures or tools furnished or to be furnished is:$4,000.00 . The Name and Address of the Original Contractor is: CERTIFIED#71966575029003381035 SOUTHWEST PIPELINE AND TRENCHLESS NOTICE TO PROPERTY OWNER CORP 539 WEST 140TH STREET If bills are not paid in full for the labor, services,equipment,or materials GARDENA,CA 90248 furnished or to be furnished,a mechanic's lien leading to the loss, The Name and Address of the Reputed Lender through court foreclosure proceedings, of all or part of your property and/or Bonding Company is: being so improved may be placed against the property even though you OWNER FINANCED have paid your contractor in full. You may wish to protect yourself against this consequence by(1) Requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or(2)Any other method or device The Name and Address of the Person with whom that is appropriate under the circumstances.Other than residential the Claimant has Contracted is: homeowners of dwellings containing fewer than five units, private CERTIFIED#71966575029003381042 project owners must notify the original contractor and any lien claimant J&C UNDERGROUND GEN ENG CO who has provided the owner with a preliminary 20-da lien notice in 1800 N PEPPER ST P P ry y BURBANK,CA 91505 accordance with Section 3097 of the Civil Code that a notice of completion or notice of cessation has been recorded within 10 days of This Preliminary Notice has been completed by: its recordation.Notice shall be by registered mail, certified mail,or first- VULCAN MATERIALS COMPANY(2524) class mail,evidenced by a certificate of mailing.Failure to notify will 3200 SAN FERNANDO ROAD extend the deadlines to record a lien. LOS ANGELES,CA-90065 M C' C = kQ1 K tIu (L Dare. Tuesday, December 27, 2005 wa Cw UV � � z to Prelien#: 505594 50100785 Bond Number: t 11316 W Accurate Lien 8 Contractor Assistance,Inc.,6210 Thomas Rd.Suite 203 Scottsdale,AZ 85251-7056 (460)941-0844 /4" 6210 E.Thomas Rd.,Suite 203 Scottsdale,AZ 85251-7056 71966575029003381028 CERTIFIED#71966575029003381028 CITY OF SAN JUAN CAPISTRANO 32400 PASEO ADELANTO SAN JUAN CAPISTRANO,CA 92675 Accurate Lien&Contractor Assistance,Inc.,6210 E.Thomas Rd.Suite 203 Scottsdale,AZ 85251.7056 (480)941-0844 PUBLI&ORKS - PRELIMINARY 20-DAYSTICE PUBLIC ENTITY: ORIGINAL CONTRACTOR OR REPUTED ORIGINAL CONTRACTOR. CITY OF SAN JUAN CAPISTRANO SOUTHWEST PIPELINE AND TRENCHLES [Name] [Name] 32400 PASEO ADELANTO 539 W. 140TH STREET [Address] [Address[ SAN JUAN CAPISTRANO, CA 92675 GARDENA, CA 90248 [City] [State] [ZIP] [City] [State] [ZIP] PRIME SUBCONTRACTOR (IF APPLICABLE) J & C UNDERGROUND GEN. ENG. CONT. 1800 N. PEPPER STREET [Address] BURBANK, CALIFORNIA 91505 [City] [State] [ZIP] NOTICE IS HEREBY GIVEN that the undersigned has performed and will perform or has furnished and will fur- nish labor or services or equipment or materials to the construction project located at: CITY OF SAN JUAN CAPISTRANO [Describe Job Site Sufficiently for Identification] MAJOR SEWER REPAIRS - CIP NO . 728 The following information is given as required by Section 3098 of the Civil Code of the State of California. 1. The labor, services, equipment or material performed or furnished and/or to be performed or furnished is/are as follows: MAJOR SEWER REPAIR OF UNDERGROUND [State General Description With Substantial Accuracy] N UTILITY PIPES . = o u. 2. Labor or services or equipment or materials was/were performed or furnished from: ccs m rn v -o n 8/31/05 19X TOIN PROGRESS 19X or still in progress;and 2�--c t m 3. The labor, services, equipment, or materials was/were/will be performed or furnished to: - r SOUTHWEST PIPELINE AND TRENCHLESS, CORP. ms's m (Insert Name or Party Who Contracted For Their Purchase) p N 0 DATED:SEPTEMBER 7TH, 2005 _J_ & C UNDERD W [Name of Firm] - TelephoneNo.: (818) 526-0006 2/A 6-PG-) 4 [Sig azure of Claimant or Agent] Contractor's License No.: 7341360 LISA MACIAS I ADM. ASST. [Title! 1800 N. PEPPER STREET [Street or P.O.Box] BURBANK, CALIFORNIA 91505 [City,State.ZIP] DECLARATION OF SERVICE I, LISA MACIAS , declare that I served copies of the above Preliminary Notice by first class registered/certified mail, postage prepaid, on the public entity original contractor, and where applicable, the prime subcontractor at the above address, on SEPTEMBER 7TH, 2005 19 X I declare, under penalty of perjury,that the foregoing is true and correct. Executed on S PTEMBER 7TH, 2005 at BURBANK California. wJ� SignatWqfPerson Making Service] LMAC S ATTACH RECEIPTS OF CERTIFIED O R GISTERED MAIL WHEN RETURNED C VFR,Inc.,P.O.Box 7,Loomis,CA 95650(916)652-7237 FORM AA RELEASE OF STOP NOTICE 00060 /051203 L � TO: CITY OF SAN JUAN CAPISTRA 'n 32400 PASEO ADELANTO SAN JUAN CAPISTR You are hereby notified that the undersigned claimaSt renases that certain Stop Notice dated 02/23/06 , in the amount of 3 , 368 . 27 against CITY OF SAN JUAN CAPISTRA as owner or public body and SOUTHWEST PIPELINE as prime contractor in connection with the work of improvement known as EL CAMINO REAL/ORTEGA HWY !Aar 01 gew� , C-LF4 728 in the City of SAN JUAN CAPISTRANO County of ORANGE State of California. Date 03/14/06 Name of Clam nt Robertson' s s —Authorized .n Agent VERIFICATION I , the undersigned, state : I am the Agent of the claimant named in the foregoing Release; I have read said Release of Stop Notice and know the contents thereof, and I certify that the same is true of my own knowledge . I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct . Executed on 03/14/06 at Corona, California . frn ( (Signature of Claimant or Authorized Agent) (1( 0 MEMORANDUM February 27, 2006 TO: John Shaw, City Attorney FROM: Meg Monahan, City Clerk (949) 443-6308 RE: STOP NOTICE RECEIVED — Concerning Major Sewer Repairs CIP No. 728 — Southwest Pipeline. The City Council accepted the work completed by Southwest Pipeline (contractor) on January 3, 2006. It was recorded on January 6, 2006. We instructed the retention be released on February 10, 2006, but it was released on February 3, 2006. Please advise as how we proceed. Thank you, Cc: Brian Perry, Senior Civil Engineer; Dave Adams, City Manager /p V' 00060 1051203 STOP NOTICE (California Civil Code Section 3103) NOTICE TO CITY OF SAN JUAN CAPISTRA 32400 PASEO ADELANTO SAN JUAN CAPISTRANO (If Private Job-file with responsible officer or person at office or branch of construction lender administering the construction funds or with the owner-CIVIL CODE SECTIONS 3156-3175) (IF Public Job-file with office of controller, auditor, or other public disbursing officer whose duty it is to make payments under provisions of the contract-CIVIL CODE SECTIONS 3179-3214) Prime Contractor: SOUTHWEST_ PIPELINE Sub Contractor (If Any) :J & C UNDERGROUND GEN'L E Owner or Public Body: CITY OF SAN JUAN CAPISTRA Improvement known as EL CAMINO REAL/ORTEGA HWY OASp.- Sewe-&e ve-GIP*726 County of ORANGE State of California. Robertson' s, Claimant, a Partnership, furnished certain labor service, equipment or materials used in the above described work of improvement . The name of the person or company to whom claimant furnished service, equipment, or materials is J & C UNDERGROUND GEN' L ENG The kind of materials furnished or agreed to be furnished by mant was ready mix concrete, rock and/or sand materials . Total value of labor, service,material to be fury' 368 . 27 Total value of labor, service,materials actuall 368 .27 Credit for materials returned, if any. . . . . . . . . . 0 . 00 Amount paid on account, if any. . . . . . . . . . . . . . . . . . 0 . 00 Amount due after deducting all just credits and X8 . 27 YOU ARE HEREBY NOTIFIED to withhold sufficient moi. , ,)u on the above described project to satisfy claimant' s _ -the amount of $ 3 , 368 . 27 and in addition thereto sums suffi to cover interest court costs and reasonable costs of litigation, as provided by law. A bond (CIVIL CODE SECTION 3083) is not attached. (Bond required with served on construction lenders on private jobs-bond not r.uDlic jobs or on Stop Notice served on owner on private jobs) Dated 02/23/06 Name and address of Claimant ROBERTSON' S P.O. Box 3600 Corona, Ca . 92878 1 685-2200 By 9 1 toK- AS thorized Agent VERIFICATION I, the undersigned, state : I am the agent of the claimant named in the foregoing Stop Notice; I have read said claim of Stop Notice and know the contents thereof, and I certify that the same is true of my knowledge. I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct . Executed on 02/23/06 at Cor State of California . Signature of claimant/Agen iA r 0"k (IS UI30C Web Image View Page 1 of 1 Routing Account Item Reference Posted Amount Type .q* 122000496 0452000391 145908 11789112 02/09/2006 40,323.58 Debit O/ SML glIAW1 �� rMtO UNION BAHKOFCALIFOgNU No 145908 5908 31911C .o GW mu wnilai ebeEs 9P60 PASED ADEUNTO SBn Juan Cap4Mr o,CA M75 %nSbDxK UOe SAN JUAN CAPISTfUNO,CALIFORW A 8:895-�3 JBI ABII] CHECK DATE PAYEKACTLY PAY 02-02-06 40323.58 **$40,323 DOLLARS AND 58 CENTS TO SOUTHWEST PIPELINE & THE TRENCHLESS CORPORATION j O 539 WEST 140TH STREET /LC/y�GE(�� OFF GARDENA, CA 90248 145908 - -- --- M' L459DB��` �:L22000�.96�:04520D039i��' .�'0004032358�' Of Cf y�mF� MPSC 2:.'09% gqczim�o G� I 8m�Ob LFA SIS ELM [�'�11H'`S.._._ 5- vg<zo 1350 a MT 17 5� 5 https://imageondemand.uboc.com/iod/ImageRequest?cmd=Index&Index=0&format=html 2/28/2006 MEMORANDUM February 27, 2006 TO: John Shaw, City Attorney FROM: Meg Monahan, City Clerk (949) 443-6308 RE: STOP NOTICE RECEIVED — Concerning Major Sewer Repairs CIP No. 728 — Southwest Pipeline. The City Council accepted the work completed by Southwest Pipeline (contractor) on January 3, 2006. It was recorded on January 6, 2006. We instructed the retention be released on February 10, 2006, but it was released on February 3, 2006. Please advise as how we proceed. Thank you, Cc: Brian Perry, Senior Civil Engineer; Dave Adams, City Manager 00060 /O5j2O3 STOP NOTICE (California Civil Code Section 3103) NOTICE TO CITY OF SAN JUAN CAPISTRA 32400 PASEO ADELANTO SAN JUAN CAPISTRANO (If Private Job-file with responsible officer or person at office or branch of construction lender administering the construction funds or with the owner-CIVIL CODE SECTIONS 3156-3175) (IF Public Job-file with office of controller, auditor, or other public disbursing officer whose duty it is to make payments under provisions of the contract-CIVIL CODE SECTIONS 3179-3214) Prime Contractor: SOUTHWEST PIPELINE Sub Contractor (If Any) :J & C UNDERGROUND GEN' L E Owner or Public Body: CITY OF SAN JUAN CAPISTRA Improvement known as EL CAMINO REAL/ORTEGA HWY ►baja- Sewfi4,v 1e'CI P#k72$ County of ORANGE State of California . Robertson' s, Claimant, a Partnership, furnished certain labor service, equipment or materials used in the above described work of improvement . The name of the person or company to whom claimant furnished service, equipment, or materials is J & C UNDERGROUND GEN' L ENG The kind of materials furnished or agreed to be furnished by claimant was ready mix concrete, rock and/or sand materials . Total value of labor, service,material to be furnished. . . . . . $ 3 , 368 . 27 Total value of labor, service,materials actually furnished. . $ 3 , 368 . 27 Credit for materials returned, if any. . . . . . . . . . . . . . . . . . . . . . $ 0 . 00 Amount paid on account, if any. . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ 0 . 00 Amount due after deducting all just credits and offsets . . . . $ 3 , 368 .27 YOU ARE HEREBY NOTIFIED to withhold sufficient monies held by you on the above described project to satisfy claimant' s demand in the amount of $ 3 , 368 . 27 and in addition thereto sums sufficient to cover interest court costs and reasonable costs of litigation, as provided by law. A bond (CIVIL CODE SECTION 3083) is not attached. (Bond required with Oved on construction lenders on private jobs-bond not is jobs or on Stop Notice served on owner on private jobs) Dated 02/23/06 Name and address of Claimant ROBERTSON' S P .O . Box 3600 Corona, Ca. 92878 9 1 685-2200 By 1 W YIt thorized Agent VERIFICATION I, the undersigned, state : I am the agent of the claimant named in the foregoing Stop Notice; I have read said claim of Stop Notice and know the contents thereof, and I certify that the same is true of my knowledge. I certify (or declare) under penalty of perjury under the laws of the State of California that the foregoing is true and correct . Executed on 02/23/06 at Cor State of California. Signature of claimant/Agen • • AFFIDAVIT OF PUBLICATION PROOF OF PUBLICATION RECEIVED STATE OF CALIFORNIA, ) ss. M FEB 25 P 2 51 County of Orange ) I am a citizen of the United States and a resident CITY CLERK SAN JUAN CAPISTRANO of the County aforesaid; I am over the age of eighteen years,and not a party to or interested Proof of Publication of 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 - teoiR Court of the County of Orange, State of California, on June 7, 1984, Case No. A-122949 "wa°,.i`. p".�bp°-Qeyppp�eVid w�ar bwebv aEPANIS,A"rMp.ro.ali,le.7N 2006. in and for the City of San Juan Capistrano, '�e ea.erwea4or�s'oo p.m.on Febru- en �ny»aryta.e o2 cns ras. County of Orange, State of California; that the aaav'ea tary spspeotllcs d4_ ,neon 324W p— notice,of which the annexed is a true printed 2.'�'y,ea'rn'01nI c y�otsso and die ob- iwforenn.etd/W-94, o�wis m.a.a. copy,has been published in each regular and per; Febmery3t202B entire issue of said newspaper and not in any - � supplement thereof on the following dates,to Vaby Y 10.24,2m1 wit: February 10,24,2005 "I certify(or declare)under the penalty of perjury under the laws of the State of California that the foregoing is true and correct": Executed at Santa Ana, Orange County, California,on Date: February 24,2005 Signature Capistrano Valley News 625 N. Grand Ave. Santa Ana,CA 92701 (714)796-7000 ext.2209 NOTICE OF TRANSMITTAL CAPISTRANO VALLEY NEWS Legal Publications CHARGE TO ACCOUNT NO: 0041125000 FOR PUBLICATION ON: THURSDAY, FEBRUARY 10, 2005 THURSDAY, FEBRUARY 24, 2005 DOCUMENT TO BE PUBLISHED NOTICE INVITING BIDS — MAJOR SEWER REPAIRS 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 AUTHORIZED BY: /s/ Margaret R. Monahan DATE: February 3, 2005 Date of Bid Opening - 03/07/05 Date(s) notice published - 02/10/05 - 02/24/05 Date affidavit received - L.1 Lt� /O`S Date notice posted in - 02/10/05 designated posting places NOTICE INVITING BIDS MAJOR SEWER REPAIRS Notice is hereby given that the City of San Juan Capistrano will receive sealed proposals or bids for MAJOR SEWER REPAIRS, until 2:00 p.m. on the 7th day of March 2005. A pre-bid conference is scheduled for 2:00 p.m. on February 28, 2005, in the City Council Chambers. Copies of the Plans and Specifications are on file at the City Clerk's Office, City of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California, and may be obtained at the non-refundable charge of$30 plus a charge of $10 for each set of Plans and Specifications mailed. Dated: February 3, 2005 / MAR6ARV R. MONAH4A , ITY C RK CITY OF SAN JUAN CATRANO ORANGE COUNTY, CAORNIA FOR OFFICE USE ONLY: STATE OF CALIFORNIA ) COUNTY OF ORANGE ) ss. AFFIDAVIT OF POSTING CITY OF SAN JUAN CAPISTRANO ) AND PUBLICATION I, MARGARET R. MONAHAN, declare that I am the duly appointed and qualified City Clerk of the City of San Juan Capistrano; that on February 10, 2005, 1 caused the above Notice to be posted in three (3) public places in the City of San Juan Capistrano, to wit: City Hall; Community Center Reception Area; Orange County Public Library AND, that on February 10, 2005, the above Notice was published in the Capistrano Valley News newspaper. I declare under penalty of perjury that the foregoing is true and correct. MA GA . MO H N, CITY CL City of San Juan Ca ' rano, California MAJOR SEWER REPAIRS NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the 7th day of March 2005 receive sealed proposals or bids for the Major Sewer Repairs in accordance with the approved Plans, Specifications, Special Provisions, and the Standard Specification for Public Works Construction, 2000 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. The project involves the trenchless rehabilitation of approximately 3,500 feet of 12, 8 or 6 inch sewer line, installation of new frame and cover for manholes, raising existing manholes to the existing grade, rehabilitating of break-in connections and point repair of approximately 40 feet. No bid will be received unless it is made on a proposal provided within these specifications. Any person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than ten percent of the total bid amount. The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for the work. A pre-bid conference is scheduled at 2:00 p.m. on the 28`h day of February 2005, in the City Council Chambers. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is the contractor's responsibility to be in attendance at this conference to receive any information disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any records of the conference. Exclusive of written addenda and this pre-bid conference, the City of San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation of the plans, specifications, and contract documents presented to the bidders in any manner. The successful bidder, simultaneously with the execution of the contract, will be required to furnish a Faithful Performance Bond equal in the amount of one hundred percent (100%) of the contract price. The surety Bond Company must be selected from among the surety companies set forth in the Standard Specifications. The City Council reserves the right to reject any and all bids received and to compare the relative merits of the respective bids and to choose that, which in the opinion of the City of San Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. A time limit of one hundred and twenty (120) calendar days has been set for the completion of the work, from the date of the Notice to Proceed. BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the office of the City Clerk and shall be made available to any interested party on request. Copies of plans and specifications are on file in the office of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and specifications for use in preparing bids may be obtained at the Office of the City Clerk, San Juan Capistrano, at the address shown above. One set of plans and specifications is available for each general contractor proposing to submit a bid for said work. A charge in the amount of$30, non-refundable, is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. Each bidder shall state the California Contractor's License Number and Classification of such bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. This Notice is hereby given and published by order of the Council members of the City of San Juan Capistrano and is dated this 3rd day of February, 2005. W CLERK OF SAN JUAN CAPISTRANO NGE COUNTY, CALIFORNIA 1/3/2006 D4 AGENDA REPORT TO: Dave Adams, City Manager(44` FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Notice of Completion, Major Sewer Repairs (Southwest Pipeline and Trenchless Corp.) (CIP No. 728) RECOMMENDATION By motion, 1. Adopt the Resolution declaring the work for the Major Sewer Repairs Capital Improvement Project complete, accepted and approved; and, 2. Accept Contract Change Order No. 1 for a saving of$15,709.35. 3. Accept Contract Change Order No. 2 in the amount of$35,995.15. 4. Direct the City Clerk to process the recording of a project Notice of Completion; and, 5. Authorize staff to release the 10% retention, in the amount of $40,323.58, 35 days after recordation. SITUATION A. Summary and Recommendation The work to complete the Major Sewer Repairs Capital Improvement Project has been completed to the satisfaction of the City Engineer and is ready for acceptance and recordation of Notice of Completion with the County Recorder. B. Background The City of San Juan Capistrano operates and maintains approximately 90 miles of sanitary sewer lines. With completion of this capital improvement the City has inspected what is considered to be the worst 32% of the City's sewers and completed any necessary rehabilitation. At the April 19, 2005 meeting City Council awarded this maintenance contract to Southwest Pipeline and Trenchless Corp. This work is now complete and ready for acceptance by the City. 0 AGENDA REPORT January 3, 2006 Page 2 COMMISSION/BOARD REVIEW, RECOMMENDATIONS Not applicable. FINANCIAL CONSIDERATIONS There is sufficient funding budgeted in Account No. 12-65300-4717-728 for this project. The project was awarded for $416,312.00. Staff is recommending the approval of two Contract Change Orders to cover changes to the work. As well as cost changes due to these contract change orders, further changes in estimated quantities have reduced the original bid price to a final cost of$403, 235.00. Contract Change Order No. 1 for a saving of$15,709.35. • Following video inspection the contractor recommended that the 12" diameter line on sheet 22 does not require lining at this time. Staff reviewed this recommendation and accepted it. This produced a saving of $39,520.00 less a restocking cost of$3,938.65 for a saving of $33,581.35. • In order to accomplish the required lining and provide for ongoing City maintenance the contractor was requested to provide a cleanout at the terminus of the Andres Pico sewer line at an additional cost of$10,897.00. • Following video inspection the contractor was asked to grind three protruding laterals at a cost of $500.00 each for a total of$1,500.00. • Following video inspection the contractor was asked to install five 'top hats" at the 4 inch diameter connection to six inch diameter lines to provide stability at a cost of$1,495.00 each for a total of$7,475.00 Contract Change Order No. 2 for an increase of$35,995.15. • Additional video inspection was necessary on Avenida de La Vista, Via Santo Tomas, Camino Capistrano and EI Camino Real to locate point repairs, existing house laterals and manhole installation locations at a cost of$5,554.76. • The congestion of existing utilities on EI Camino Real near Spring Street made it impossible to install the anticipated 60" diameter manhole. This produced some abortive work. Instead it was necessary to install two 48" diameter manholes with some savings from the originally anticipated manhole for an increased cost of$30,440.39. AGENDA REPORT January 3, 2006 Page 3 NOTIFICATION Ron Kellogg, Southwest Pipeline and Trenchless Corp.' 'Agenda Report included RECOMMENDATION By motion, 1. Adopt the Resolution declaring the work for the Major Sewer Repairs Capital Improvement Project complete, accepted and approved; and, 2. Accept Contract Change Order No. 1 for a saving of $15,709.35. 3. Accept Contract Change Order No. 2 in the amount of $35,995.15. 4. Direct the City Clerk to process the recording of a project Notice of Completion; and, 5. Authorize staff to release the 10% retention, in the amount of $40,323.58, 35 days after recordation. Respectfully submitted, repared By: Nasser Abbaszadeh, P.E. Brian Perry, P.E. Engineering & Building Director Project Manager Attachments: 1. Contract Change Order No. 1 2. Contract Change Order No. 2 3. Resolution 4. Notice of Completion CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER In accordance with the contract provisions,the following changes in the contract and/or contract work are hereby authorized and as compensation,the following additions to or deductions from the contract price are hereby approved. Change Order No. 1,Page 1 of 2 Beginning Contract Date: July 18, 2005 Date: September 8, 2005 Contract Amount: $416,312.00 Project Number 728 This Change Order: ($15,709.35) Location: Major Sewer Repairs Adjusted Contract : $400,602.65 ITEM DESCRIPTION OF CHANGES DECREASE IN INCREASE IN NUMBER CONTRACT CONTRACT PRICE PRICE The following items of work are necessary to complete the project and are changes to the work included in the original bid 1. Following video inspection the contractor has $39, 520.00 $3,938.65 recommended that the 12" diameter line on sheet 22 does not require lining at this time. Staff has reviewed this recommendation and accepts it. There are some offsetting restocking costs. 2. In order to accomplish the required lining and provide for $10,897.00 ongoing City maintenance the contractor was requested to provide a cleanout at the terminus of the Andres Pico sewer line. 3. Following video inspection the contractor was asked to $1,500.00 grind three protruding laterals at a cost of$500.00 each 4. Following video inspection the contractor was asked to $7,475.00 install five "top hats"at the 4inch diameter connection to six inch diameter lines to provide stability at a cost of $1,495.00 each Change in Contract Price Due to this Change Order $39, 520.00 $23,810.65 Net Change in Contract Price $15,709.35 ATTACHMENT CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additions to or deductions from the contract price are hereby approved. Change Order No. 1,Page 2 of 2 Beginning Contract Date: July 18, 2005 Date: September 8, 2005 Contract Amount: $416,312.00 Project Number 728 This Change Order: ($15,709.35) Location: Major Sewer Repairs Adjusted Contract : $400,602.65 The additional work contained within this Change Order can be performed incidental to the prime work and within the time allotted for the original Contract and any extensions to the Contract Time made by this and all previously issued Change Orders, if any. It is therefore mutually agreed that the number of calendar days extension of time, if any,provided for in this change order is required for the change of work provided herein, and that no direct or indirect, incidental or consequential costs, expenses, losses or damages have been or will be incurred by Contractor, except as expressly granted and approved by this Change Order, and further that the payment under this change order is the final and complete compensation for the subject work. ACCEPTANCE DATE Accepted by Southwest Pipeline i Recommended by Brian Perry, Senior Civil Engineer Approved by Nasser Abbaszadeh, Director of Engineering&Building CITY OF SAN TUAN CAPISTRANO CONTRACT CHANGE ORDER In accordance with the contract provisions,the following changes in the contract and/or contract work are hereby authorized and as compensation, the following additions to or deductions from the contract price are hereby approved. Change Order No. 2,Page 1 of 2 Beginning Contract Date: July 18, 2005 Date: December 5, 2005 Contract Amount: $416,312.00 Project Number 728 Previous Change Order: ($15,709.35) Location: Major Sewer Repairs This Change Order: $35,995.15 Adjusted Contract : $436,597.80 ITEM DESCRIPTION OF CHANGES DECREASE M INCREASE IN NUMBER CONTRACT CONTRACT PRICE PRICE The following items of work are necessary to complete the project and are changes to the work included in the original bid 1. Additional video inspection was necessary on Avenida de $5,554.76 la Vista,Via Santo Tomas, Camino Capistrano and El Camino Real to locate point repairs, existing house laterals and manhole installation locations. 2. Due to utility congestion in El Camino Real it was $3,255.11 $33,695.50 necessary to construct two 48" diameter manholes and connecting pipework instead of the anticipated 60" diameter manhole. There are offsetting savings from the anticipated 60" diameter manhole. Change in Contract Price Due to this Change Order $3,255.11 $39,250.26 Net Change in Contract Price $35,995.15 ATTACHMENT CITY OF SAN JUAN CAPISTRANO CONTRACT CHANGE ORDER In accordance with the contract provisions, the following changes in the contract and/or contract work are hereby authorized and as compensation,the following additions to or deductions from the contract price are hereby approved. Change Order No. 2,Page 2 of 2 Beginning Contract Date: July 18, 2005 Date: December 5, 2005 Contract Amount: $416,312.00 Project Number 728 Previous Change Order: ($15,709.35) Location: Major Sewer Repairs This Change Order: $35,995.15 Adjusted Contract : $436,597.80 The additional work contained within this Change Order can be performed incidental to the prime work and within the time allotted for the original Contract and any extensions to the Contract Time made by this and all previously issued Change Orders, if any. It is therefore mutually agreed that the number of calendar days extension of time, if any, provided for in this change order is required for the change of work provided herein, and that no direct or indirect, incidental or consequential costs, expenses, losses or damages have been or will be incurred by Contractor, except as expressly granted and approved by this Change Order, and further that the payment under this change order is the final and complete compensation for the subject work. ACCEPTANCE DATE Accepted by S thwest Pipeline Recommended by I I Z g OS Brian Perry, Senior Civil Engineer Approved by 12/'5 �O Nasser Abbaszadeh, Director of Engineering & Building RESOLUTION NO. 06-01-03-01 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING WORK TO BE COMPLETED AS TO PLANS AND SPECIFICATIONS FOR THE MAJOR SEWER REPAIRS (SOUTHWEST PIPELINE AND TRENCHLESS CORP. (CIP No. 728) WHEREAS, on the 19th day of April, 2005, the City of San Juan Capistrano entered into a contract with Southwest Pipeline and Trenchless Corp. 539 W. 1401h Street, Gardena, CA 90248 for construction of Major Sewer Repairs Capital Improvement Project; and WHEREAS, the Director of Engineering and Building has evaluated the final quantities and cost figures and recommends approval. NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of San Juan Capistrano, does resolve as follows: SECTION 1. That the work required to be performed by said Contractor has been completed. SECTION 2. That the total cost of said work is $403,235.80. SECTION 3. That the work is hereby accepted and approved. SECTION 4. That the City Clerk is directed to forward forthwith a Notice of Completion to the County Recorder of the County of Orange for Recording. PASSED, APPROVED, AND ADOPTED this 3`d day of January 2006. (az4ze. , DAVID M. 8WERDLIN, MAYOR ATTEST: AR ARET R. MONAHAN, CITY CLERK Page 1 of 1 01-03-2006 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. 06-01-03-01 was duly adopted by the City Council of the City of San Juan Capistrano at a Regular meeting thereof, held the 3`d day of January 2006, by the following vote: AYES: COUNCIL MEMBERS: Hart, Bathgate, Soto, Allevato and Mayor Swerdlin NOES: COUNCIL E ER: None ABSENT: COUNCI M R: None MA A T R. MONAHAN, City Clerk RECORDED AT REQUEST OF AND RETURNED TO: City of San Juan Capistrano City Clerk's Office 32400 Paseo Adelanto San Juan Capistrano, CA 92675 RECORDING FEES EXEMPT DUE TO GOVERNMENT CODE SECTION 6103 Margaret R. Monahan, City Clerk San Juan Capistrano, CA NOTICE OF COMPLETION NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the City of San Juan Capistrano to Southwest Pipeline and Trenchless Corp, 539 W. 1401" Street, Gardena, CA 90248 for construction of Major Sewer Repairs Capital Improvement Project. That the said work completed on December 12, 2005 by said company according to plans and specifications and to the satisfaction of the City Engineer of the City of San Juan Capistrano, and that said work was accepted by the City Council of the City of San Juan Capistrano as owner, 32400 Paseo Adelanto, San Juan Capistrano, California 92675, at a regular meeting thereof held on the 3rd day of January 2006. That upon said contract, Safeco Insurance Company of America was the surety for the bonds given by the said company as required by law. Dated at San Juan Capistrano, California, this 3rd day of January 2006. Margaret R. Monahan, City Clerk City of San Juan Capistrano STATE OF CALIFORNIA ) COUNTY OF ORANGE ) SS CITY OF SAN JUAN CAPISTRANO ) I, MARGARET R. MONAHAN, the duly appointed and qualified City Clerk of the City Council of the City of San Juan Capistrano, California, DO HEREBY CERTIFY, under penalty of perjury, that the foregoing Notice of Completion is true and correct, and that said Notice of Completion was duly and regularly ordered to be recorded in the Office of the Orange County Recorder by said City Clerk. Dated at San Juan Capistrano this 3rd day of January 2006. Margaret R. Monahan, City Clerk City of San Juan Capistrano ATTACHMENT 4 32400 PASEO ADELANTO �� JMEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (949)493-1171 In[AAvo ARnA DIANE BATHGATE (949)493-1053 FAX ISIAAIISAEA 1961 MATT HART wwwsanivancapistrano.org 1776 JOE SOTO �'�� • DAVID M.SWERDLIN NOTIFICATION OF MEE POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on January 3, 2006 in the City Council Chamber in City Hall, to consider: "Consideration of Notice of Completion, Major Sewer Repairs (Southwest Pipeline and Trenchless Corp.) (CIP No. 728)" — Item No. D4. If you have specific thoughts or concerns regarding this item, you are encouraged to participate in this decision making process. You can communicate with the City Council through correspondence addressed to the Council and/or by attending the meeting and speaking to the Council during the public meeting. Correspondence related to this item must be received at the City Clerk's office by 12:00 p.m. on Tuesday, January 3, 2006 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 Brian Perry, Senior Civil Engineer. You may contact that staff member at (949) 443-6353 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: council-agendas(a)sanivancapistrano.org. Meg Monahan, CMC City Clerk cc: Ron Kellogg, Southwest Pipeline and Trenchless Corp.*; Nasser Abbaszadeh, Engineering & Building Director; Brian Perry, Senior Civil Engineer * Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future ^, Printed on recycled paper • ,ate • 32400 PASEO AOELANTO �' MEMBERS OF THE CITU COUNCIL SAN JUAN CAPISTRANO,CA 92675 iSAM (949)493-1171 %, IAORV0AA1tU DIANE BATILG ATE (949)493-1053 FAx BiABIISXfp 1961 WVATT HART www sanjuancapisirano.org 1776 JOE SOTO � DAVID M.SWERDLIN January 4, 2006 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On January 3, 2006 the City Council of San Juan Capistrano met regarding: "Consideration of Notice of Completion, Major Sewer Repairs (Southwest Pipeline and Trenchless Corp.) (CIP No. 728)" Item No. D4. The following action was taken at the meeting: Resolution No. 06-01-03-01 adopted declaring the work for the Major Sewer Repairs Capital Improvement Project No. 728, complete, accepted, and approved; Contract Change Order No. 1, for a saving of $15,709.35 accepted; Contract Change Order No. 2, in the amount of $35,995.15 accepted; the City Clerk directed to process the recording of the project Notice of Completion; and staff authorized to release the 10% retention, in the amount of$40,323.58, 35 days after recordation. If you have any questions regarding this action, please contact Brian Perry, Senior Civil ineer at 443-6353 for more detailed information. I Th v ra Acting D p ty City Clerk Enclosed: Resolution No. 06-01-03-01 Cc: Ron Kellogg, Southwest Pipeline and Trenchless Corp.'; Nasser Abbaszadeh, Engineering & Building Director; Brian Perry, Senior Civil Engineer San Juan Capistrano: Preserving the Past to Enhance the Future �, Pnnletl on recycletl paper 4/19/2005 D5 AGENDA REPORT TO: David Adams, City Manager FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Award of Contract — Major Sewer Repairs (Southwest Pipeline and Trenchless Corp.) (CIP No. 728) RECOMMENDATION By motion, award the contract for the Major Sewer Repairs Capital Improvement Project to the low responsible bidder Southwest Pipeline and Trenchless Corp. in the amount of $416,312.00 and reject all other bids. SITUATION A. Summary and Recommendation Bids were opened March 28, 2005 for the Major Sewer Repairs Capital Improvement Project. Bids are valid until June 26, 2005, a period of ninety (90) days from the opening date. Staff is recommending that the City Council award the contract to the low responsible bidder Southwest Pipeline and Trenchless Corp. in the amount of $416,312.00. B. Background The City of San Juan Capistrano operates and maintains approximately 90 miles of sanitary sewer lines. At the May 18, 2004, City Council meeting, the Council adopted the City Sewer Master Plan which had been in preparation through 2003 and certified the projects' Mitigated Negative Declaration. The Master Plan work included the closed circuit television inspection of 11 miles, or 12%, of sewers considered to be in poor condition. On completion of the work in this project, the City will have inspected what is considered to be the worst 32% of the City's sewers and completed any necessary rehabilitation. Agenda Report April 19, 2005 Page 2 Bids were received as follows: Southwest Pipeline and Trenchless Corp. $416,312.00 Paulus Engineering $713,243.05 The following subcontractors were listed with Southwest Pipeline and Trenchless Corporation's bid: J&C Underground, 1800 N. Pepper Street, Burbank, CA COMMISSIONS/BOARD REVIEW, RECOMMENDATIONS Not applicable. FINANCIAL CONSIDERATIONS The engineer's estimate for construction is $654,000. There is sufficient funding budgeted in Account No. 12-65300-4717-728 for Fiscal Year 2004-2005. NOTIFICATION The following parties received notification of this Council agenda item: Southwest Pipeline and Trenchless Corp.* Paulus Engineering * Agenda report included RECOMMENDATION By motion, award the contract for the Major Sewer Repairs Capital Improvement Project to the low responsible bidder Southwest Pipeline and Trenchless Corp. in the amount of $416,312.00 and reject all other bids. Respectfully submitted: Prepared by: Nasser Abbaszadeh, P.E. Brian Perry, P.E. Engineering & Building Director Project Manager NA/BP:jcr Attachment 1. Contract / CONTRACT This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY" and Southwest Pipeline and Trenchless Corp. hereinafter referred to as "CONTRACTOR." IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract which is prepared for execution by the CITY and the CONTRACTOR. Plans, Specifications and Special Provisions, the Standard Specifications for Public Works Construction, 2000 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work originally contemplated that may be required to complete the work in a substantial and acceptable manner. SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, equipment, transportation, and supplies necessary to perform and complete in good and workmanlike manner the construction of MAJOR SEWER REPAIRS in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting Bids. It is agreed that it would be impractible and extremely difficult to fix the actual amount of damages, and loss 1 ATTACHMENT sustained by CITY, should CONTRACTOR fail to complete the work in the specified time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the nature of a penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be granted as provided in the Specifications. FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The Performance Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned on full and complete performance of the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the bonds on the forms found within the Specifications. CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in enforcing this agreement. SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, as determined by the Director of the State Department of Industrial Relations, are on file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, California, and are hereby incorporated and made a part hereof. CONTRACTOR agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the foregoing specified prevailing rates of wages to all workmen employed in the execution of the contract. 2 SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum amounts: $500,000 property damage; $500,000 injury to one person/any one occurrence/ not limited to contractual period; $1,000,000 injury to more than one person/any one occurrence/not limited to contractual period. The insurance policies shall bear an endorsement or shall have an attached rider providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt requested, giving a sufficient time before the date thereof to comply with the applicable law or statute but in no event less than 30 days before expiration or cancellation is effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may sustain or incur or which may be imposed upon them or any of them for injury to or death of persons, damage to property as a result of, or arising out of, or in any manner connected with the performance of the obligations under this contract. EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions of law applicable to public contracts are a part of this contract to the same extent as though set forth herein and shall be complied with by CONTRACTOR. These include, but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for 3 each workman employed in the execution of the Contract by CONTRACTOR, or by any SUB-CONTRACTOR, for each calendar day during which such workman is required or permitted to work more than eight (8) hours in violation of the provisions of Article Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as permitted by law. IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of CITY, pursuant to City Council action, and by CONTRACTOR on the date set before the name of each. City of San Juan Capistrano DATED: BY: WYATT HART, MAYOR BY: CONTRACTOR, LICENSE NO. AND CLASSIFICATION ATTEST: Margaret R. Monahan, City Clerk APPROVED AS FORM: P�� John Shaw, Oity Attorney 4 32400 PASEO ADEL.ANTO J A MEMBERS OF THE CITU COUNCIL SAN JUAN CAPISTRANO,CA 92675 1011 (949)493-1171 pry SAM ALLEVATO (949)493-1053 FAX Y WORFORRim DIANE BATHGATE [STABpSNfp 1961 WYATT HART www.sanjuancapi.vtrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN r April 20, 2005 NOTIFICATION OF ACTION BY THE CITY COUNCIL OF SAN JUAN CAPISTRANO On April 19, 2005 the City Council of San Juan Capistrano met regarding: "Consideration of Award of Contract - Major Sewer Repairs (Southwest Pipeline and Trenchless Corp.) (CIP No. 728)" Item No. D5. The following action was taken at the meeting: Contract for Major Sewer Repairs capital improvement project awarded to the low responsible bidder, Southwest Pipeline and Trenchless Corp., in the amount of $416,312.00; and all other bids rejected. The following documents are in the process of being executed: Contract for Major Sewer Repairs capital improvement project. If you have any questions regarding this action, please contact Brian Perry, Senior Civil Engineer at 443-6353 for more detailed information. Thank you, ,r 4"t MitzrOrtiz/ Deputy City Clerk v Cc: Southwest Pipeline and Trenchless Corp."; Paulus Engineering; Nasser Abbaszadeh, Engineering & Building Director; Brian Perry, Senior Civil Engineer }. San Juan Capistrano: Preserving the Past to Enhance the Future `�Pnntetl on recydetl paper 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i IFS/ SAM LEVATO (949)493-1171 � - DIANE BATHG (949)493-1053 FAx IA[AAVAAAifO DIANE BATHGATE [S1AAlISXEA IB6I WYATT HART www.saqjuancapiLvtrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN NOTIFICATION OF MEET OF POTENTIAL INTEREST OF THE SAN JUAN CAPISTRANO CITY COUNCIL The City Council of San Juan Capistrano will meet at 7:00 p.m. on April 19, 2005 in the City Council Chamber in City Hall, to consider: "Consideration of Award of Contract - Major Sewer Repairs (Southwest Pipeline and Trenchless Corp.) (CIP No. 728)" — Item No. D5 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 City Hall by 5:00 p.m. on Monday, April 18, 2005 to allow time for the Council to consider its content. If you would like to speak at the meeting, please complete a blue '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 Brian Perry, Senior Civil Engineer. You may contact that staff member at (949) 443-6353 with any questions. The agenda, including agenda reports, is available to you on our web site: www.sanouancapistrano.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: council-agendas(�i,)sanivancapistrano.oro. Meg Monahan, CMC City Clerk cc: Southwest Pipeline and Trenchless Corp.*; Paulus Engineering; Nasser Abbaszadeh, Engineering & Building Director; Brian Perry, Senior Civil Engineer Received staff report San Juan Capistrano: Preserving the Past to Enhance the Future C�Printed on recycled paver 2/1/2005 D3 AGENDA REPORT TO: Dave Adams, City Manager FROM: Nasser Abbaszadeh, Engineering & Building Director SUBJECT: Consideration of Approval of Plans and Specifications and Authorization to Receive Bids — Major Sewer Repairs (CIP No. 728) RECOMMENDATION By motion, 1. Approve the plans and specifications for the Major Sewer Repairs Capital Improvement Project; and, 2. Authorize Staff to receive bids. SITUATION A. Summary and Recommendation Plans and specifications have been prepared to perform repair work to the City's sewer system for 2005. Staff is requesting approval and authorization to receive bids. A copy of the plans and specifications is available for review in the City Clerk's office. A copy has also been placed in the City Council office. B. Background The City of San Juan Capistrano operates and maintains approximately 90 miles of sanitary sewer lines. In 1999, the City hired CDC Engineering to provide video inspection and analysis of a portion of the system. The City selected areas that were known problem areas, typically hillsides and other target areas which would represent a good picture of the system's overall condition and the typical problems which would need to be addressed. The City's objective was to evaluate a portion of the sewer infrastructure and to estimate the cost for repairing and/or replacing portions of the system based on the video inspection. A total of seven areas comprising 20%, or 18 miles, of City sewer were video inspected and reviewed. This work concluded in providing point repairs and a Cured in Place Pipe (CIPP) liner to approximately two miles of City sewers in 2002. Agenda Report February 1, 2005 Page 2 At the May 18, 2004, City Council meeting, the Council adopted the City Sewer Master Plan which had been in preparation through 2003 and certified the projects' Mitigated Negative Declaration. The Master Plan work included the closed circuit television inspection of a further 11 miles, or 12%, of sewers considered to be in the next worst condition following the 2002 work and also selected based on field flow measurements as part of the Master Plan Study. This inspection work has now been translated into bid documents and staff is requesting authorization to receive bids for the work which will be in the following areas: • Oso Road at Avenida De La Vista • Avenida De La Vista, Oso Road to 800 feet south • Avenida De La Vista at Calle San Antonio • Calle Chueca 400 feet east of Camino Capistrano • Off Camino Capistrano along side the CHP offices • Part of Valle Road • Alongside railroad behind Via De Anza • Part of Camino Capistrano south of Avenida Aeropuerto • Avenida Aeropuerto at Calle Aviador • Avenida Aeropuerto at railroad crossing • Junipero Serra Road at 1-5 Southbound Ramps • EI Camino Real from La Zanja Street to EI Horno Street • Part of Guadalupe Street • Part of Ysidora Street • Part of Via San Vicente • Part of Via Santo Thomas • Paseo Olivos • La Zanja Street, East of EI Camino Real • Part of Don Juan • Del Obispo Street, Ortega Highway to Camino Capistrano • Alongside railroad behind Sycamore Business Park • EI Camino Real, Yorba Street to Spring Street • Part of Plaza Street • Part of Galano Way On completion of this work, the City will have inspected what is considered to be the worst 32% of the City's sewers and completed any necessary rehabilitation. Work on Camino Capistrano, Avenida Aeropuerto, Junipero Serra Road, and Del Obispo Street will be performed at night, 10:00 p.m. through 6:00 a.m. COMMISSIONS/BOARD REVIEW, RECOMMENDATIONS Not applicable. Agenda Report February 1, 2005 Page 3 FINANCIAL CONSIDERATIONS The engineer's estimate for construction is $654,000. There is sufficient funding budgeted in Account No. 12-65300-4717-728 for Fiscal Year 2004-2005. NOTIFICATION Not applicable. RECOMMENDATION By motion: 1. Approve the plans and specifications for the Major Sewer Repairs Capital Improvement Project; and, 2. Authorize Staff to receive bids. Respectfully submitted: Prepared by: J,�l A---- Nasser Abbaszadeh, P.E. Brian Perry, P.E. Engineering & Building Director Project Manager NA/BP:jcr 32400 PASEO ADEIANTO 09 MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM ALLEVATO (948)4931171 (949)493-1053 FAXf9 mtoavoeat[o DIANE BATHGATE [SIAAlI5Af0 I 1961 MATT HART www.sanjuancapistrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN January 18, 2006 Southwest Pipeline and Trenchless Corp. 539 W. 140"' Street Gardena, CA 90248 Attention: Chris D. Scarratt, President Re: Major Sewer Repairs Capital Improvement Project Dear Mr. Scarratt: At their meeting of January 3, 2006, the City Council of the City of San Juan Capistrano adopted Resolution 06-01-03-01 accepting the work as completed for the Major Sewer Repairs. A copy of the recorded Notice of Completion is enclosed for you records. The retention will be payable upon 35 days from recording of the Notice of Completion. The Notice was recorded on January 6, 2006; therefore, the final payment in the amount of $40,323.58 may be released on February 10, 2006. If you have any questions, please do not hesitate to call. V u ,ra, Acting Deputy City Clerk cc: Nasser Abbaszadeh, Engineering & Building Director Brian Perry, Senior Civil Engineer Dottie Shaw, Accounting Clerk San Juan Capistrano: Preserving the Past to Enhance the Future CJP.mlea on recyplea Pape, ' • �, ate„ � • �. 32400 PASEO ADELANTO MEMBERS OF THE CITU COUNCIL SAN JUAN CAPISTRANO,CA 92675 SAM LEVATO (949)493-1171 11 InmAPODIANE BATHG ATE (949)493-1053 FAX ISIRIL15HO I 1961 WVATT HART www.sanjuancapistrano.org 1776 JOE SOTO • DAVID M.SWERDLIN January 4, 2006 • Clerk-Recorder's Office County of Orange P.O. Box 238 Santa Ana, California 92701 Re: Notice of Completion — Maior Sewer Repairs/Southwest Pipeline and Trenchless Corp. SENT VIA CERTIFIED MAIL The noted document is enclosed for recording: When placed of record, please return the recorded document to this office. Thank you for your assistance. Very truly yours, ku&� ar aret R. Monahan City lerk Cc Brian Perry, Senior Civil Engineer CO CERTIFIED MAIL,. RECEIPT Ln (Domestic Mail Only,No Insurance Coverage Provided) 171 � Postage $ � frl Cadillac!Fee 0 Return Receipt Fee Postmark 0 (Endarsement Required) Here" dRestricted Delivery Fee Q' (Endorsement Required) m M Total Postage&Faes UT Seat To O O or PO Box No. CiN,Stare,ZIP+4 .................. San Juan Capistrano: Preserving the PI PS Forin 3800 Jure,2002 See Reverse for Instructions �, Printed on recycled paper 32400 PASEO AOELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 /i ILLIILLlI1� EVATO (949)493-1171 ,�,y — DIANESAMABATHGATE (949)493-1053 FAX t"`O In[u11aAA1(B DIANE aseulsleo � 1461 wYATrHARr www.sanjuancapistrano.org 776 JOE SOTO • • DAVID M.SWERDUN May 18, 2005 Southwest Pipeline & Trenchless Corporation 539 West 140th Street Gardena, CA 90268 Dear Sirs: Enclosed is an executed, original contract related to the Major Sewer Repairs project. It was approved by the City Council at their meeting of April 19, 2005. Thank you for forwarding certificates of insurance and appropriate bond documents. You will receive a Notice to Proceed when issued by the Project Manager, Brian Perry, Senior Civil Engineer (949) 443-6353. Please contact him with questions concerning the project. Yours truly,(� V � Meg ona an, CMC Cit Clerk enclos Agreement cc: Brian Perry, Senior Civil Engineer Nasser Abbaszadeh, Engineering & Building Director San Juan Capistrano: Preserving the Past to Enhance the Future PnnleE on recycktl paper Bid Opening Report Bids opened: March 7, 2005 at 2:00 p.m. Project Title: Major 'Sewer Repairs Project Engineer: Brian Perry Pre-Bid Estimate $654,000 Bidder: Bid Amount v6 Bid Bond/Addenda? i 1 S01iT11WEST PIPELINE AMID TRENCEII.ESS CORP. ( / Z 2 PAULUS ENGINEERING, INC. '7 1oggJ,�S 3. / 4. / 5. / 6. / 7. / Signed: Dated: S� cc: C ty Cl rk Staff (3) P 'e 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. • • • • BID PROPOSAL • For the: MAJOR SEWER REPAIRS • • • From: Southwest Pipeline and Trenchless Corp. • 773862 - Class A • Contractor, License No. & Classification • To the Members of the City Council • City of San Juan Capistrano • • Gentlemen: The undersigned, as bidder, declares that he has carefully examined the location of the proposed • work as described, examined the Plans, Specifications, Special Provisions, and the Standard • Specifications for Public Works Construction, 2000 Edition, including all supplements therefore, read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby proposed and agrees, if the proposal is accepted, to complete the said construction in accordance • with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the • time stated herein, for the unit price or lump sum given on the following pages of this proposal, • amounting to a total of: • • Faur h drM SiXi n ifwsw -thhee Inur&lld $ 4410,312.06 • Words 4weAve d011a.rs and zem CPrlf'S Figures • Said amount to include and cover all taxes, the furnishing of all materials,the performing of all • the labor requisite or proper and the providing of all necessary machinery, tools, apparatus, and • other means of construction; also, the performance and completion of all the work in the manner • set forth, described and shown in the Specifications or the drawings for the work. • If the contract is awarded, the undersigned agrees to enter into a contract with the City of San iJuan Capistrano and to commence work within fifteen(15) calendar days from the date of • execution thereof, and to diligently prosecute the work to completion before the expiration of one • hundred and twenty-(120) calendar days. • • • • 3 • • 1 All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy • between words and figures, the words shall prevail. In case of discrepancy between unit prices and the extension thereof, the unit price shall prevail and bids will be computed as indicated above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the • amount of any item or portion of the work or to omit portions of the work as may be deemed . expedient by the Engineer. It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is rejected, then any check or cashier's check shall be returned to the undersigned within thirty(30) • days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to • enter into a contract within fifteen(15) days after the agreement is delivered to him for signature, or within such further time as may be granted by the Members of the City Council, then said check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the treasury of the City of San Juan Capistrano as liquidated damages for the failure of the undersigned to comply with the terms of this proposal. • Accompanying this proposal is a bidder's bond for 10% of bid amtJInsert I cash," cashier's check, certified check or bidder's bond on the forms from pages BB-1 and BB-2 of these Contract Documents, as the case maybe), in an amount equal to at least ten percent (10%) of the total bid. The following is the name and place of business of the surety company which will furnish the required bonds as surety if the work is awarded to the undersigned: • Aon Risk Services (Agent) 707 Wilshire Blvd. . Suite 6000. Tns Angeles, CA 90017 Licensed in accordance with an act providing for the registration of contractors -- License No. 773862 and Classification Si tore Bi • Chris D. Scarratt. President • 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 firm: President, Secretary, Treasurer, and Manager • thereof.) Southwest Pipeline and Trenchless Corp. is a California Corporation. • Chris D. Scarratt is President/Sec'y/CFO. • 539 W. 140th Street • Dated: March 25, 2005 Gardena, CA 90248 Business Address • • • Dated: March 25, 2005 310/329-8717 • Telephone Number • . Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in • this proposal, that they are correct to the best of his knowledge and that they constitute his • proposal for the work called out herein. • • • Dated: March 25. 2005 • Signature of Bidder Chris D. Scarratt, President • • Dated: March 25, 2005 310/329-8717 • Telephone Number • • • • • • • • • • • • • • • • • • 5 • • NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID STATE OF CALIFORNIA ) ) SS. • County Of Los Angeles ) Chris D. Scarratt being first duly sworn deposes and says that he is President Of Southwest Pipeline and Trenchless Corp. the party making the foregoing bid; that such bid is • not made in the interest of or on behalf of any undisclosed person, partnership, company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, • conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of • such bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid and will not pay any fee in connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other individual except to any person or persons as have a partners ' or ther financial interest with said bidder in this general business. � DATED: March 25. 2005 • SIGNATURE Chris D. Scarratt, President On this the 25th day of March. 2005 2094, before me, the undersigned, a Notary Public in and for said State, personally appeared • Chris D. Scarratt personally known to me/proved to me on the basis of satisfactory evidence, to be the person(s) whose name(s) . is subscribed to the within instrument, and acknowledge that he executed it. WITNESS my hand and official seal. ALISHA ARTHUR • �' Commiaawn N 1526615 • .w Notary Public-California Loa Angeles County • My Comm.Expkea Nov 13.2005 Notary Public inland for laid State Alisha Arthur 8 • • DESIGNATION OF SUB-CONTRACTORS • Submit with Proposal. • In compliance with the Provisions of Section 4100-4107 of the Government Code of the • State of California as amended, the undersigned certifies that he has used the sub-bids of the following listed sub-contractors in making up his bid, and that the sub-contractors • listed will be used for the work for which they bid, subject to the approval of the • Engineer, and in accordance with the applicable provisions of the Specifications. It is • understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned • through his forces. If no sub-contractors are listed, all bonds and insurance will be written in the name of the general contractor only. • • Item of Work Sub-contractor License No. Address � Phone • & Classification Heml4s 10,1612, J of unAergrou.roj 1800 m.pappet-Vvm- • 1. 134 14.15.11m.1��S2D Vc�db734a6-A Burl U*.CA 91505 RA .5030 • • 2. • 3. • • 4. • 5. • 6. • • 7. • • 8. • • • Southwest Pipeline qgfdrenchless Corp. • BIDDER'S NAME • AU ORIZEC SIGNATURE • Chris D. Scarratt, President • 9 • • SCHEDULE OF WORK ITEMS MAJOR SEWER REPAIRS In accordance with Section 2-3.2 of the Standard Specifications, items of work preceded by the letter (S) are designated "Specialty Items". Specialty Items may be deducted from the contract price in computing the 50 percent of work to be performed by the Contractor's own organization. Item AA rrooximate Work Items With Unit Price Unit Price Total Amount Quantit (Written in Words) (In Figures) 1 L.S. Mobilization and demobilization for the lump sum price of SIX -+-hOU.elt rtd $ 101000.00 dollars 2 3,451 LF Pipeline Cleaning and Television Inspection for the unit price of+" dollars per linear foot. $ 2.00 $ b,A02• co (S)3 2,179 LF Cured-In Place Pipe Liner for 6" dia sewer for the unit price of �y five dollars per lineal foot. $ 45.Qo $ 9a4 0 'M (S)4 752 LF Cured-In Place Pipe Liner for 8" dia sewer for the unit price of fay two dollars per lineal foot $ 52.00 $_3% 104•Q0 (S)5 520 LF Cured-In Place Pipe Liner for 12" dia sewer for the unit price of ceU'P1 :jY six dollars per lineal foot. $_7(0.00 $ 3q,520•0D 6 33 EA Service Connections Cuts for the unit price of ore hyre ts� nineW-Pioe dollars per each. $J95.00 $ 10,435.E 7 10 EA House By-Pass Pumping for the unit price of dollars per eac . $ 50.0D $ 500•°U 8 L.S. Off-street storage of equipment and materials for the lump sum price of 4%V0 #A AxWiVehutdt2d dollars. $ 2,500•aU 9 L.S. Compliance with National Pollutant Discharge Elimination System Requirements at the lump sum price of_ *wee 4-him-sand dollars. $ 3,000.00 10 8 EA Install New Cover and Frame for the unit price of fvuo 4i[u AM one hur&-M dollars per each. $ 2,150.60 $ 17,2A0•°U 6 R 11 4 EA Raise Existing Manhole to Grade for the unit price of Owe '1hOt SgM +hree hluardtn� dollars per each. $ 21300• $ 4.2M.6b 12 14 EA Rehabilitation of Existing Break-in Connections for the unit price of Ppgw thaisaard *ree hundred dollars per each. $_4,30-_0D $ (6042M.ob 13 20 LF Point Repair of Existing 6 inch diameter Pipe for the unit price of -fhree hundred dollars per lineal foot. $ 300•0V $ (P.WO.b 14 48 LF Point Repair of Existing 8 inch diameter Pipe for the unit price of -Wase hundred dollars per lineal foot. $ 3W.0b $ t414000 15 12 EA Reconnect Existing House Laterals for the unit price of f dollars per each. $4,S3A.0b 16 780 LF Abandon Existing Sewer with 1 'h Sack Slurry for the unit price of eigh} dollars per lineal foot. $ S.� $ (0.2-40 17 2 EA Abandon Existing Manhole per Greenbook for the unit price of six• fiasa d -Pi yr hurdrn4 dollars per each. $lip 90C .W $ 13,00o-0 18 LS Obtain Railroad Permits and Provide for Flagmen for the lump sum price of Ten Thousand dollars. $ 10.000.00 19 LS Obtain Caltrans Permit and Provide for Inspections for Work within Caltrans Right-of Way for the lump sum price of Three thousand dollars. $ 3.000.00 20 LS Install 60inch diameter manhole in EI Camino Real for the lump sum price of ,gemTken 1fxmcarirl dollars. $ 17,00�•°D Total Bid Price (Enter here and on Page 3) Four-hundtrtd gX-teen +ba wxd three hwldre l 4%d�e ddktrs ord zero oettlS $ $ 46,312.aa Words Figures 7 R BID BOND KNOW ALL MEN BY THESE PRESENTS, that we, Southwest Pipeline and Trenehlees Corp. as PRINCIPAL, and Safeco Insurance Company of America as SURETY, hereinafter called Surety, are held and firmly bound unto the Ten CITYOFS N JUAN CAPISTRANO, Obligee, hereinafter called City, in the sum of $ of Amount Bid-, for payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, faltly by these presents. `CHE CONDITION OF THIS OBLIGATION is such that whereas the Principal has submitted the accompanying bid dated March 20th .2820055 for the construction of Ngior ;Sewer Repairs _ for the: City of San Tuan Capistrano, Orange County, California. NOW, THEREFORE, if the Principal shall not withdraw said bid within thirty (30) days after the opening of same, and shell, within. fifteen (15) days after the agreement has been presented to him for execution, enter into a written contract with the City in accordance with the•bid as accepted, and if the Principal shall give the required bond with good and sufficient sureties, or sureties for the faithful performance and proper fulfillment of such contract and for the protection of laborers and materialmen, or in the event of the withdrawal of said bid within the periods specified, or the failure to enter.into said contract and give said bond within the time specified, if the Principal shall within sixty (60) days after request by the City, pay the City the difference between the amount specified in said bid and the amount for which the City may procure the required work and/or supplies if the latter amount be in excess of the former, then the above obligation shall be void and of no effect, otherwise to remain in full force and virtue. Further, as a part of the obilge.tion 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 i IN WITNESS WHEREOF, the above-bounden parties have execut_d this instrument under their several seals this 25th day ofMarch, bbl2� the name and Corporate seal of each corporate party being affixed hereto and these presents duly signed by its undersigned representative pursuant to authority of its governing body. i Two Witnesses (If Individual) Southwest Pipeline and Trenchless Corp. PRINCIPAL By: Chris D. Scarratt, Secretary Chris D. Scarratt Title:_yFesident "-- ATTEST (I1 Corporation) Corporate Seal Safeco Insurance Company of America SURETY -�kf Witness By.. Michael R. Mayberry Titlo: Attorney in Fact ' Edward C. Spector/%O Title Surety Analyst APPPOV AS TO FORM: Sohn Shaw, City Attomey I I i BB-2 CA 0001RIt,141 State of California County of Los Angeles On March 25, 2005 before me, Joyce M. Herrin, Notary Public, personally appeared Michael R. Mayberry . personally known to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrument. WITNESS my hand and official seal. QJOYCE M. HERRIN = cn COMM.#1323695 vJQ� ce M. Herrin Q 1 NOTARY PUBLIC-CALIFORNIA I • LOS ANGELES COUNTY d •+•" My Comm.Expires Oct.4,2005 SAFECO' POWER SAFECO INSURANCE COMPANY OF AMERICA GENERAL INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE. SAFECO PLAZA SEATTLE,WASHINGTON 98185 No. 6843 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA, each a Washington corporation, does each hereby appoint .'E.S.ALBRECHT,JR.;C.K.NAKAMURA,LISA L.THORNTON,TRACY ASTON;MARIA PENA,MICHAEL R.MAYBERRY;MARINA TAPIA',TOM BRANIGAN; CLARICE LEE;RICHARD E.BIGLEY;K.D.CONRAD,EDWARD C.SPECTOR,WILLIAM A.SADLER,ASHRAF ELNIASRY;BRENDA WONG,Los Angeles, Calitom,a" its true and lawful attorney(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character issued in the course of its business,and to bind the respective company thereby. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and attested these presents this 27th day of June 2003 CHRISTINE MEAD,SECRETARY MIKE MCGAVICK,PRESIDENT CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V,Section 13.-FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business... On any instrument making or evidencing such appointment,the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however,that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V,Section 13 of the By-Laws,and (it) A copy of the power-of-attorney 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,Christine Mead, Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto, are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation this 25th day of March, 2005 �$wCf.Cgyt� ,f con SEAL W SEAL T rX2� �ehOP Of CHRISTINE MEAD,SECRETARY S-0974/SAEF 2/01 ®A registered trademark of SAFECO Corporation 06/272003 PDF IMPORTANT NOTICE TO SURETY BONI) CUSTOMERS REGARDINQ THE TERRORISM RISK INSURANCE ACT OF 2002 As a surety bond customer of one of the SAF'ECO Insurance companies WECO Insurance Company of America,General Insurance Company of America,First National Insurance Company,American States Insur- •ance Company or American Economy Insurance Company),it is our duty to notify you that the Terrorism f4sk Insurance Act of 2002 axtends to'surety Insurance".This means that under certain circumstances we may be eitigible for reimbursement of certain surety bond losses by the U ted States govenvwnt under a formula established by this Act. Under Ibis formula,the U*&d States government pays 90%of losses caused by carolled acts of terrorism that exceed a sfatutorNy established deductible to be paid by the insurance company provkiing the bond The Act also establishes a$100 bNon cap for the total of all losses to be paid by all Insurers for certified acts of terrprism.Losses on some or all of your bonds may be subject to this cap. This notice does not.modify any of the exMrlg terms and conddlons of this bond,the under*g agreement guaranteed by this bond,any statutes governing the terms of this bond or any generally applicable hies of law. At this time theca is no premium change resulting from this Act. . eaa�sLAe . Mar 25 2005 0: 17 P. 01 dowm 92400 PASEO ADELANiO MEMgEIi$OF THE CI[l'COVNCIL SAN JUAN CAPISTRANO.CA 92878 TO (949)493-1171 .l.F �E BA' G (949)493-1053 FAR IA[aI 61 DIANE BAIirr mll76 1 1961 JOSS TO wux.�.sanjuancapistrano.org IY/6 BOE SOTO • DAVID M.SWERDLIN February 28, 2005 ADDENDUM NO. 1 MAJOR SEWER REPAIRS. The following changes to the Plans and Specifications are promulgated through this addendum. BID DATE AND TIME The bid date is hereby changed from 2:00 p.m. March 7, 2005 to 2:00 p-m. March 28, 2005. A signed copy of this ad,,06n m shall accompany the bid. Southwest Pipeline nd renchless Corp. / ��2 , ::�, Contractor Chris D. Scarratt, President Brian Perry Senior Civil,Engineer San Juan Capistrano: Preserving the Past to Enhance the Future 32400 PASEO ADELANTO �� J,® A MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 /i 16Y7• IISAM, (949)493-1171 ,jS� ,/,�+ DIANE BEVATO (949)493-1053 FAX ��( }.�� 1 IIt0Il0AA1fB DIANE BATHGATE VV fSIFBIIStlFo 1961 WYATT HART www.sanjuuncapistrano.org 1776 JOE SOTO DAVID M.SWERDLIN March 11, 2005 ADDENDUM No. 2 MAJOR SEWER REPAIRS The following changes to the Plans and Specifications are promulgated through this addendum: PLANS Delete sheet 2 of 25 dated 1/28/05. Add sheet 2 of 25 dated 2/22/05, attached hereto. Delete sheet 23 of 25 dated 1/28/05. Add sheet 23 of 25 dated 2/22/05, attached hereto. SPECIFICATIONS Table of Contents Delete 'Table of Contents" (2 pages). Add Table of Contents (Revised)" (2 pages), attached hereto. Schedule of Work Items Delete page 6 and 7. Add pages 6R and 7R, attached hereto. Detail Specifications and Method of Payment Delete pages DS-1 through DS-14. Add pages DS-1 R through DS-15R, attached hereto. San Juan Capistrano: Preserving the Past to Enhance the Future ��Pnnted on recycled paper Addendum No. 2, Majorwer Repairs • March 11, 2005 Page 2 Standard Plans City of San Juan Capistrano Standard Plans 801, 802, 803, 806, 807 and 808 are attached hereto. CIPP Pipe Thickness Form The CIPP pipe thickness calculation form is attached hereto. A signed copy of this adde um all accompany the bid. Southwest Pipelin a d Tr�inchless Corp. ` Contractor Chris D. Scarratt, President Brian Perry Senior Civil Engineer � i-1Y o;= Los AAiGELE� ail 7" 7 _ Z )i C+�=? P:'=3- 3 :'2. 0 'N�oJas LCAlA JAMES K. Hn-1�l - ��CCeiI,n53CNcR Gc,4 ?.=6!P?C nJ,4,'ICdI M.A'!GR T=.I 3Z'<13 1A):E Rzr iAI May 30. 20C2 Chris Scarratt Southwest Pipeline and Trenchless Corp. 539 West 140th St. Gardena, CA 90248 Dear Mr. Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER - CHEMICAL RESISTANCE TESTING W.O. BDO01595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing. We reviewed your May 28, 2402 facsimile and concur with the proposed design values. This material is useable on City of Los Angeles projects on a Trial Demonstration basis. Trade Name: National Liner CiFP Approved Use: Sanitary Sewer and Storm Drain Pipe Rehabilitation Installation: SSPWC Section 500-1.4 as modified by Standard Plan S-610 Size Range: 4"to 80" Resin: Alpha Owens Corning L010-PAA vinylester Felt tube: Polyester telt coated with 15 mils polyurethane on the /ace exposed to flow, from National Enviretech Group Llc, 12707 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,000 psi minimum 50-year Longterm Flexural Modulus: 75,000 psi minimum Initial Tensile Strength: 4,000 psi minimum If you have any questions, please call me at (213)847-8781. u�S' cerel Lee, Group Manager Design Standards and Investigations Group 650 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 HSL:hlinatlnl2 wo6 cc: E. Decker, National Liner West, 539 West 140th St, Gardena, CA 90248 ✓ T. Gorman, Materials Control -MIS 480 W. Lawson, WCED - M/S 538 J. Ellison, EoD D. Li, SED E.Arrington, SED AN EQUAL EMPLOYMENT OPPORTUNITY- AFFIRMATIVE ACnRON EMPLOYER 12707 North Frce.ray. Sw[e 592 Homton. Tc(as 77060 '_31-871-o t I monal EnvivoTech Group, L.L.C. 8n0-547I",5 V-473-0.333 F.r< February 24, 2003 Re: National Liner® Certification/Qualification To Whom It May Concern: The following is to certify and warrant compliance for the installation of Cured- In-Place Pipe (CIPP) utilizing the National LinerT`t CIPP rehabilitation process. The National Liner CIPP product installed by National Liner West, a division of Southwest Pipeline and Trenchless Corp., is designed via the requirements of ASTM F- 1216 and the installed product fully exceeds all the requirements of ASTM F-1216. The National Liner CIPP product has been used to install in excess of 5,000,000 feet. National Liner West, as our authorized licensed installer, have fulfilled all necessary training requirements to be proficient in the installation of National Liner CIPP product. In summary, National EnviroTech Group L.L.C., through our licensee/installer, National Liner West, look forward to offering you a commercially acceptable CIPP rehabilitation technology we are very proud of. Regards, RM.Pavlic Director of Marketing National ®Liner® National Liner Design Calculations • Project : City of San Juan Capistrano, Major Sewer Repairs Design By : National Liner West Design assumptions are as follows: Design Criteria D:= 6 Mean inside diameter of existing pipe (in) H:= 8 Height of Ground cover(ft) t•iw:= 5 Height of Groundwater (ft) Nb:= 2 Factor of Safety against Buckling q := 2 Ovality of original pipe E',:= 1000 Modulus of Soil Reaction Ys 120 Soil Unit Weight(PCF) 6i:= 4000 Flexural Strength (psi) • E:= 300000 Initial Flexural Modulus of Elasticity EL:= 75000 Long-Term Flexural Modulus of Elasticity S:= .07 Slope of a given section(%) for flow analysis ni:_ .015 Manning's roughness coefficient for vitrified clay(0.013-0.030) of:_ .01 Manning's roughness coefficient for polyurethane lined CIPP • BUCKLING REQUIREMENT - • FULLY DETERIORATED PIPE Minimum thickness to meet buckling criteria is determined from Luscher's equation as shown. R,,,:= 1 - .33 x w RN,=0.79 Water buoyancy factor H B':= 1 B' =0.3 Coefficient of Elastic Support 1 + 14-e( 0.065.H)] 1800 AASHTO H2O Loading defined as a function of depth in feet. 800 Values shown are pounds per square foot. 600 400 Hc:= H- 1 W:= 250 W HC Live load defined as a function 200 W1:= if H> 9,0, 144 of depth. 175 100 W1= 0.69 Live Load(PSI) too . H qt:= 0.433 H,+ R,.-144 + Wl Total External Pressure on Pipe (PSI) qt= 8.15 3 1 - q C := 100 Ovality reduction Factor 2 9 C =0.84 1 + 100 9r NbC 2� D3 1:= Luscher's Equation I= 1.46 x to 4 Moment of Inertia(in^4/iri 32-Rw B'-E's-EL 1 t:= (12.1)3 t=:= tr25.4 t= 0.12 Thickness (in) SDR:= D t • tn,,,,=3.06 Minimum Thickness (mm) SDR=49.$ BUCKLING REQUIREMENT - FOR PARTIALLY DETERIORATED PIPE The design thckness is found by using the following modified Timoshenko's buckling equation. 2KEL 1 C P = — (1 - v2) SDR3 - t)3 Nb Timoshenko's modified equation P:= (if(H ,> 0,0.433 xw,0.01)) Groundwater hydrostatic Load (PSI) P= 2.17 Dimensionless enhancement factor which takes into account the support and restraint K 7 provided by the existing soil envelope around the existing pipe. ASTM F1216 recommends a minimum factor of 7.0. V := 0.30 Poisson's Ratio for resin impregnated tube i 2KELC 3 SDR2:_ + 1 Timeshenko s equation solved I P•(1 -v2).Nb for SDR SDR2 =61.61 D t2 — SDR2 t2=:= t2.25.4 t2=0.1 Minimum thickness (in.) t2mm=2.47 Minimum thickness (mm) Minimum Thickness per ASTM F 1216 E 1 E 'n accordance with ASTM F 1216, the FIPP meet the >_ 0.093equirements of thickness as determined by the preceding 3 3 D 12 SDx2. quation. I t =(12-1)3 Solving the first equation for t: 1 3 0.093 E D3.121 t3 E JJ t3 =0.09 Minimum thickness per ASTM F 1216 (in) t3mm:= t3.25.4 t3,,,,❑=2.36 Minimum Thickness (mm) SDx3 := D SDx3 =64.54 Minimum thickness per ASTM F 1216 t3 Design Thickness Summary . Minimum SDR and thickness for Fully Deteriorated pipe SDR=49.8 tmt„= 3.06 Minimum SDR and thickness SDR2 =61.61 t2mtn= 2.47 for Partially Deteriorated pipe Regardless of whether the design is based upon fully deteriorated or partially deteriorated, the pipe must have a minimum thickness of the value below. Minimum SDR and thickness SDR3= 6454 t3==2.36 as per ASTM F1216 minimum The actual thickness of the liner to be installed will have the following dimensions: tf," := 5 The finished thickness (mm) tfmm tf 25.4 t f=0.2 The finished thickness (in.) SDRf:_ D if SDRf= 30.48 The finished SDR • Flow Analysis Flow analysis is performed using Manning's formula for both existing pipe and the CIDP. • D 2 Ai:= :i4 (44) Ai= 0.2 Cross sectional area of existing pipe (sq. ft.) D Ri:= a z Ri= 0.13 Hydraulics Radius ft. 1 z — 1.486 3 S 2 Q' ni A'R' (loo) Qi=0.13 Maximum flow rate of existing pipe, based upon given slope and roughness (CFS) Df:= D- 2-tf Df= 5.61 Finished inside diameter of CIPP 2 f n� D— Af:= 2 Af= 0.17 Cross sectional area of CIPP line (sq. ft.) 144 • Df 4 Rf:= 12 Rf= 0.12 Hydraulic radius of CIDP line 1 z — 2 Qf 1 n 86 Af Rf; (100) Qf= 0.16 Maximum flow rate of CIDP line, based upon initial slope and CIPP roughness (CFS) Qi•7.5.3600.24 Qimgd= 1000000 Qim d= 0.08 g Flow rate of existing pipe (MGD) Qf- Qi AQ:= .100 AQ=25 Percent of increase in flow capacity of Qi finished line. Qf•7.5.3600.24 Qmgd= 1000000 Qmgd - 0.I Flow rate of CIDP line (MGD) • Deflection Analysis for Minimum SDR . Percentage of maximum allowable deflection is 5% Dl:= 1.5 Deflection Lag Factor defined K,:= 0.11 Bedding Constant defined K'µ := 0.150 Lateral Earth Pressure Coefficient defined based on a soil density of 120 PCF Bd:= D Bd= o.5 Design Trench width (ft) 12 1 �� 2K H) " B d Cd:= 2-K Cd =331 Marston's Load Coefficient(PSI) µ Cd'Ys W0:= 144 WC = 1.38 Earth load for deflection calculations (PSI) • W1 = 0.69 Live load (PSI) (DI,Wc+ W1)-KX-100 S := Spangler equation for estimated deflection EL 1 + 0.061-F 1.5-SDRf3 J 6 �0.48 Estimated deflection based upon Spangler equation which is less that the maximum allowable 5% Ei. 1.5-(SDRF)3 RS:= 0.061.E'S 100 RS = 2.89 FIPP to Soil Stiffness percentage Design Summary • Minimum SDR= SDR=49.8 Minimum Design Thickness(in) = t=0.12 Minimum Design Thickness (mm) = tmm=3.06 Actual Thickness to be installed(in)= tf=0,2 Actual Thickness to be installed (mm) = tfmm=5 Actual SDR to be installed= SDRf=30.48 Calculated Deflection (%) = 6 =0.48 Calculated Ratio of Pipe to Soil Stiffness (%) =RS = 2.89 Maximum Flow rate of existing Line (MGD) =Qimgd=0.08 Maximum Flow rate of CIPP (MGD) = Qmgd=0.1 . Increase in Flow rate of CIDP (%)_ AQ=25 • r • • National Liner Design Calculations • Project : City of San Juan Capistrano, Major Sewer Repairs Design By: National Liner West Design assumptions are as follows: Design Criteria D:= 8 Mean inside diameter of existing pipe (in) H := 8 Height of Ground cover(ft) H,:= 5 Height of Groundwater(ft) Nb:= 2 Factor of Safety against Buckling q := 2 Ovality of original pipe E',:= 1000 Modulus of Soil Reaction y, := 120 Soil Unit Weight (PCF) ai:= 4000 Flexural Strength (psi) iE:= 300000 Initial Flexural Modulus of Elasticity EL:= 7500o Long-Term Flexural Modulus of Elasticity S:= .07 Slope of a given section(%) for flow analysis n;:= .015 Manning's roughness coefficient for vitrified clay(0.013-0.030) of:_ .01 Manning's roughness coefficient for polyurethane lined CIDP i BUCKLING REQUIREMENT - FULLY DETERIORATED PIPE • Minimum thickness to meet buckling criteria is determined from Luscher's equation as shown. H RW:= 1 - .33. H RW= 0.79 Water buoyancy factor B' := 1 B' = 0.3 Coefficient of Elastic Support 1 + 14-e( 0.065-H)l '18W AASHTO H2O Loading defined as a function of depth in feet. 800 Values shown are pounds per square foot. 600 400 W:= 250 W H� Live load defined as a function 200 Wl:= ifH>9,0, 144 of depth. 175 too WI =0.69 Live Load(PSI) too • r x qt:= 0.433•Hw+ Rw 144 + Wl Total External Pressure on Pipe (PSI) qt= 8.15 3 1 -q C := 100 Ovality reduction Factor 9 2 C =0.84 1 + ( 100 9t'— 2 Nb D3 1:= C Luscher's Equation 1=3.45 x to 4 Moment of Inertia(in^4/iri 32,RWB'•E's•EL 1 t:= (12.1)3 tom:= t-25.4 t= 0.16 Thickness (in) SDR:= D t . t,,,,,,=4.08 Minimum Thickness (mm) SDR=49.8 BUCKLIN•QUIREMENT - FOR PARTIALLY DETERIORATED PIPE • The design thckness is found by using the following modified Timoshenko's buckling equation. 2-K-EL 1 C P (1 _ V2) (SDR3 - 1)3 Nb Timoshenko's modified equation P:= (if(HH,> 0,0.433 HH„0.01)) Groundwater hydrostatic Load (PSI) P=2.17 Dimensionless enhancement factor which takes into account the support and restraint K 7 provided by the existing soil envelope around the existing pipe. ASTM F1216 recommends a minimum factor of 7.0. v := 0.30 Poisson's Ratio for resin impregnated tube t 2,K•EL•C 3 SDR2:= + 1 Timeshenko s equation solved P•(1 - v2) Nb for SDR • SDR2= 61.61 D t2:= SDR2 t2�:= t2.25.4 t2 = 0.13 Minimum thickness (in.) t2mm=3.3 Minimum thickness (mm) • • Minimum Thickness per ASTM F 1216 • E-1 E 'n accordance with ASTM F 1216, the FTPP meet the >_ 0.093equirements of thickness as determined by the preceding 3 3 D 12 SDR2. quation. I t =(121)3 Solving the first equation for t: 1 3 (0.093-D3.12� t3 E t3 = 0.12 Minimum thickness per ASTM F 1216 (in) t3�:= t3.25.4 t3nun= 3.15 Minimum Thickness (mm) • SDR3 := D SDR3 =64.54 Minimum thickness per ASTM F 1216 t3 • Design Thickness Summary • Minimum SDR and thickness for Fully Deteriorated pipe SDR=49.8 tTnm=4.08 Minimum SDR and thickness for Partially Deteriorated pipe SDR2=61.61 t2,n,,=3.3 Regardless of whether the design is based upon fully deteriorated or partially deteriorated, the pipe must have a minimum thickness of the value below. Minimum SDR and thickness SDR3=64.54 tam = 3.15 as per ASTM F1216 minimum The actual thickness of the liner to be installed will have the following dimensions: tf"' := 5 The finished thickness (mm) _ camM tf 25.4 if=0.2 The finished thickness (in.) SDRf:= D • if SDRf= 40.64 The finished SDR • Flow Analysis Flow analysis is performed using Manning's formula for both existing pipe and the CIDP. (D 2 A;:= n `44� Ai= 0.35 Cross sectional area of existing pipe (sq. ft.) D R;:= 12 R ;=o.t 7 Hydraulics Radius (ft.) 1 2 — _ 1.486 3 S 2 Q'' �-A'Ri 0.28 Maximum flow rate of existing pipe, n, ]00 Qi= g P P based upon given slope and roughness (CFS) Df:= D - 2tf Df= 7.61 Finished inside diameter of CIDP � \2 rz Dt— Af:= 2 Af= 0.32 Cross sectional area of CIDP line (sq. ft.) 144 • Df 4 Rf:_ Rf= 0.16 122 Hydraulic radius of CIPP line 2 Qf: 1.486 Af Rf (too)2 Qf= 0.36 Maximum flow rate of CIDP line, based upon n f initial slope and CIDP roughness (CFS) Qimgd = Qi-7.53600.24 m 0.18 t00o0o0 Q'igd= Flow rate of existing pipe (MGD) Qf- Qi AQ:= . AQ= 31 Percent of increase in flow capacity of Q' finished line. Qf-7.5-3600-24 Qmgd 1000000 QmBd=0.24 Flow rate of CIDP line (MGD) • Deflection Analysis for Minimum SDR Percentage of maximum allowable deflection is 5% DI:= 1.5 Deflection Lag Factor defined Kx:= 0.11 Bedding Constant defined K'µ := 0.150 Lateral Earth Pressure Coefficient defined based on a soil density of 120 PCF Bd:= D Bd= 0.67 Design Trench width (ft) 12 H 2.K'F1.— B� 1 — e Cd:= 2KN Cd = 3.24 Marston's Load Coefficient (PSI) Cd'Ys'Bd W` 144 We= 1.8 Earth load for deflection calculations (PSI) • W1 = 0.69 Live load (PSI) (DI.Wc+ W1)•KX-100 s := Spangler equation for estimated deflection EL + O.Ofi I-E'S 1.5 SDRf3-) S = 0.61 Estimated deflection based upon Spangler equation which is less that the maximum allowable 5% EL 1.5-(SDRf)3 RS := 0.061•E'S .100 RS = 1.22 FIPP to Soil Stiffness percentage Design Summary • Minimum SDR= SDR =49.5 Minimum Design Thickness(in)= t =0.16 Minimum Design Thickness (mm) = tmm=4.08 Actual Thickness to be installed(in) = tt=0.2 Actual Thickness to be installed (mm) = tfm„= 5 Actual SDR to be installed= SDRf=40.64 Calculated Deflection(%) = S =0.61 Calculated Ratio of Pipe to Soil Stiffness (%) zRS = 1.22 Maximum Flow rate of existing Line (MGD) =Q1mgd=0.18 Maximum Flow rate of CIDP (MGD) = Qmgd=0.24 • Increase in Flow rate of CIDP (%) _ AQ=31 • National Liner Design Calculations • Project : City of San Juan Capistrano, Major Sewer Repairs Design By : National Liner West Design assumptions are as follows: Design Criteria D:= 12 Mean inside diameter of existing pipe (in) H:= 8 Height of Ground cover(ft) HH,:= 5 Height of Groundwater(ft) Nb:= 2 Factor of Safety against Buckling q := 2 Ovality of original pipe E's := 1000 Modulus of Soil Reaction ys:= 120 Soil Unit Weight (PCF) a;:= 4000 Flexural Strength (psi) • E:= 300000 Initial Flexural Modulus of Elasticity EE:= 75000 Long-Term Flexural Modulus of Elasticity S := .07 Slope of a given section(%) for flow analysis n;:= .015 Manning's roughness coefficient for vitrified clay(0.013-0.030) of:_ .01 Manning's roughness coefficient for polyurethane lined CIDP • BUCKLING REQUIREMENT - . FULLY DETERIORATED PIPE Minimum thickness to meet buckling criteria is determined from Luscher's equation as shown. Hw R,:= 1 - .33. Rµ,= 0.79 Water buoyancy factor x B':= 1 B' =0.3 Coefficient of Elastic Support I + 14-e( 0.065-H)l 1800 ,AASHTO H2O Loading defined as a function of depth in feet. 800 Values shown are pounds per square foot. 600 400 W:= 250 W H Live load defined as a function 200 Wl := if H> 9,0, 175 144 of depth. 100 W, =0.69 Live Load(PSI) 100 • ys x qt:= 0.433•HW+ R,,-144 + WI Total External Pressure on Pipe (PSI) qt= 8.15 3 1 - 9 C := 100 Ovality reduction Factor 2 9 C=0.84 I + 100 Nb 2 3 9r— .D 1:= C Luscher's Equation 1= 1.17 x 10 3 Moment of Inertia(in^4/in: 32-R,-B'-E'S-EL 1 t:= (12.1)3 tom:= b25.4 t=0.24 Thickness (in) SDR := D— t . tR,,,,=6.12 Minimum Thickness (mm) SDR=49.8 BUCKLING REQUIREMENT - FOR PARTIALLY DETERIORATED PIPE • The design thckness is found by using the following modified Timoshenko's buckling equation. 2'K-El., I C P = (1 - v2) (SDR3 - 1)3 Nb Timoshenko's modified equation P:= (if(11 ,> 0,0.433 xw,0.01)) Groundwater hydrostatic Load (PSI) P=2.17 Dimensionless enhancement factor which takes into account the support and restraint K 7 provided by the existing soil envelope around the existing pipe. ASTM F1216 recommends a minimum factor of 7.0. v := 0.30 Poisson's Ratio for resin impregnated tube t 2KEEC 3 SDR2:= + 1 Timeshenko's equation solved P (1 - V2) Nb for SDR SDR2= 61.61 D �2 SDR2 t2�:= t2-25.4 t2 =0.19 Minimum thickness (in.) �2mm=4.95 Minimum thickness (mm) Minimum Thickness per ASTM F 1216 E I _ E 'n accordance with ASTM F 1216, the FIPP meet the >_ 0.093equirements of thickness as determined by the preceding 3 3 D 12SDR2 ;quation. 1 t =(121)3 Solving the first equation for t: 1 / l3 0.093-D3.12 I t3 . I\ E J t3 =0.19 Minimum thickness per ASTM F 1216 (in) t3�:= t3.25.4 t3n m=4.72 Minimum Thickness (mm) . SDR3 := D SDR3 =64.54 Minimum thickness per ASTM F 1216 t3 Design Thickness Summary . Minimum SDR and thickness for Fully Deteriorated pipe SDR=49.8 tmm= 6.12 Minimum SDR and thickness SDR2 =61.61 t2mm=4.95 for Partially Deteriorated pipe Regardless of whether the design is based upon fully deteriorated or partially deteriorated, the pipe must have a minimum thickness of the value below. Minimum SDR and thickness SDR; = 64.54 t3mm=4.72 as per ASTM F1216 minimum The actual thickness of the liner to be installed will have the following dimensions: tfmm:= 6.5 The finished thickness (mm) tfmm _ tf 25.4 if = 0.26 The finished thickness (in.) SDRf:= D if • SDRf=46.89 The finished SDR i Flow Analysis Flow analysis is performed using Manning's formula for both existing pipe and the CIDP. • (D z A;:= :i 44� Ai=0.79 Cross sectional area of existing pipe (sq. ft.) D 4 R;:= 12 R;=0.25 Hydraulics Radius (ft.) 2 1.486 3 � S /2 Q''- A, R, - 0.82 Maximum flow rate of existing pipe, n, ]00 Qi- g P P > based upon given slope and roughness (CFS) Df:= D - 2tf Df= 11.49 Finished inside diameter of CIPP f n (— D 2 Af:= 2 Af=0.72 Cross sectional area of CIDP line (sq. ft.) 144 Df 4 Rf:_ Rf=0.24 122 Hydraulic radius of CIDP line 2 — 1.486A R3 � S )2 Qf of f f 100 Qf= 1.09 Maximum flow rate of CIDP line, based upon initial slope and CIDP roughness (CFS) Qi.7.5-3600.24 Qimgd 1000000 Qim d=0.53 g Flow rate of existing pipe (MGD) Qi AQ:= Qf- 100 AQ=34 Percent of increase in flow capacity of Qi finished line. Qf-7.5.3600.24 Qmgd 1000000 Q gd=0.71 Flow rate of CIDP line (MGD) • Deflection Analysis for Minimum SDR . Percentage of maximum allowable deflection is 5% DI:= 1.5 Deflection Lag Factor defined K,:= 0.11 Bedding Constant defined Kµ := 0.150 Lateral Earth Pressure Coefficient defined based on a soil density of 120 PCF Bd:= D Bd = I Design Trench width(ft) 12 H _2.K'µ.— Ed I — e Cd 2.K'µ Cd = 3.03 Marston's Load Coefficient (PSI) Cd rs•Bd we• 144 WC = 2.53 Earth load for deflection calculations (PSI) • W1= 0.69 Live load(PSI) (DI•wc+ Wt)•KX•100 S := Spangler equation for estimated deflection EL + 0.061-E's I.5•SDRf3 S =0.8 Estimated deflection based upon Spangler equation which is less that the maximum allowable 5% EL 1.5-(SD12p)3 RS := 0.061 E's '100 RS = 0.79 FIPP to Soil Stiffness percentage • Design Summary Minimum SDR= SDR=49.8 Minimum Design Thickness(in) = t=0.24 Minimum Design Thickness (mm) = 6m=6.12 Actual Thickness to be installed (in) = tf=0.26 Actual Thickness to be installed (mm) = tfmm=6.5 Actual SDR to be installed= SDRf=46.89 Calculated Deflection (%) = 6 =0.8 Calculated Ratio of Pipe to Soil Stiffness (%) t2S =0.79 Maximum Flow rate of existing Line (MGD) =Qlmgd=0.53 Maximum Flow rate of CIPP (MGD) = Qmgd= 0.71 Increase in Flow rate of CIDP (%) = AQ=34 • �ITY OF- Los ANGELEO _ E.` 90ARC CF MEERS'NCfiKS CA LI FOP,NIA CF ad3:LI ENT CF MEt�l2ERS PU..L`C 1VCft'FS VALER:E'�Ra�IE;HRPI OF gas- � EUFE.;U CF FRBICE�iT .L ENGINEERING VITALY 2.CAOYAN,P 'ADCC=b`/CCG �,y Ci?'!=NGIN Ec.4 PRc SIC EriT PRO-, RCNALC _ fi9G 56UTH 57A{MG ST SUITE Z46 COMMISSIC•NEER N4 LOS AAIGEL_S,CA XL14.1511 ACRIANA RUeALCAVA JAMES K. HAHN COMhIt531ONcR GENERALINFCRMATICAI MAYOR Tel 21'-373.Via F3,213-373 _ CSB JAMES RE ARR SON May 30, 2002 Chris Scarratt Southwest Pipeline and Trenchless Corp. 539 West 140th St. Gardena, CA 90248 Dear Mr. Scarratt: Re: NATIONAL LINER CIPP FORMULATED WITH AOC L010-PPA VINYLESTER - CHEMICAL RESISTANCE TESTING W.O. BDO01595 Per our September 17, 2001 letter, this CIPP system satisfied chemical resistance testing. We reviewed your May 28, 2002 facsimile and concur with the proposed design values. This material is useable on City of Los Angeles projects on a Trial Demonstration basis. Trade Name: National Liner CIPP Approved Use: Sanitary Sewer and Storm Drain Pipe Rehabilitation Installation: SSPWC Section 500-1.4 as modified by Standard Plan S-610 Size Range: 4"to 60" Resin: Alpha Owens Corning LOIO-PPA vinylester Felt tube: Polyester felt coated with 15 mils polyurethane on the face exposed to Bow, from National Envirotech Group Llc, 12707 N. Freeway, Suite 545, Houston, TX 77060 Initial Flexural Modulus: 300,000 psi minimum 50-year Longterm Flexural Modulus: 75,000 psi minimum Initial Tensile Strength: 4,000 psi minimum If you have any questions, please call me at(213)847-8781. jug cerelh Ssign Standards and Investigations Group 0 S. Spring Street, Suite 400 Los Angeles, California 90014-1913 HSL:hi/natlnl2.wp66 cc: E. Decker, National Liner West, 539 West 140th St, Gardena, CA 90248 ✓ T. Gorman, Materials Control - M/S 480 W. Lawson,WCED - M/S 538 J. Ellison, EoD D. Li, SED E. Arrington, SED AN EQUAL EMPLOYMENT OPPORTUNITY-AFFIRMATIVE ACTION EMPLOYER ti'0.: 21;0! -514-293 EPARTNIENT OF GENERAL SERVICES Page 1 Of ecei ed daze: 1 -31 -2001 Pees STANDARDS DIVISION , _ E _i ? PLACE D C: 67/ COS ANGELES. Cl. 900]1 V t i1�IR�.0 Oi (]eSl^_❑ (:13) 405--.L PUG Ory Jo FAX (]ll) 485.5075 J 'ern: :�lr. .fecr, E�lisen OFZEStGN CHEMICAL RESISTANCE TEST OF NATTONAL LINER CURED IN PLACE PIPE At the request of the Bureau of Engineering, Structural Division and Major Sewer Engineering Division, chemical resistance and physical properties tests were conducted on a set of National Liner C=PP sewer pipe lining system samples Project Title: National Liner Project No. : BDO01595 source: U-Liner West Engineer: Hugh Lee / Jerry Ellison The samples were - tested for weight change and physical properties before and after exposure to chemical solutions in accordance with the Standard Specifications for Public Works Construction 1997 edition, -sections 210-2 .-3 . 3 . Test results sheets are attached. ,y 5510 .. No. 24775 m 2apk n K. Hovasapian, itex Win. t%71161 General Services/Stan ard�'� ,\ w ?KH: K S M:MCG \' AF Lab No: 2001-514-293 page 2 of 4 Rev-: 8/9/2001 Chemical Resistance Test of RECEIVED National Liner CIDP SEP 05 2001 ENGINEER OF DESIGN A!E Gamulting Services Project Title: National Liner CIPP Project Number: BDO01595 Engineer: Jerry Ellison Source: Alpha Owens Coming Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinylester L010-PPA Resin SOLUTION_;` REQUIREMENTS Y GON�ITIONED.. CONDITIONED WEIGKT:CHANGE _ _.' WEIGHTCHANGE °/.,maximum % ke 'Dayslmmerslori 28C 1'.56 a;. 84 =T12' Sulfuric Acid,20% 0.0664 0.0794 0.1685 0.1731 Sodium Hydroxide, 5% -0.0701 -0.1450 -0.3183 -0.5926 Ammonium Hydroxide, 5% 0.1002 .0.1474 0.2507 0.2494 All Solutions Nitric Acid, 1% 0.1132 0,1527 - 0.2710 0.2859 Ferric Chloride, 1% I 0.1240 0.1528 0.2675 0.2956 and Periods Soap, 0.1% 0.1176 0.1595 0.2640 0.2800 Detergent, 0.1% 0.1053 0.1557 0.2625 0.2791 ±1.5°; max BOD, 2 700ppm 0.1280 0.1530 0.2586 0.2841 Bleach, 1% 0.1154 0.1257 0.2393 0.2456 Lab No: 2001-514-293 • • page 3 cf 4 Rev.: 8/9/2001 Chemical Resistance Test of National Liner CIPP RECEIVED SEP 0 5 2001 ENGINEER OF DESIGN A/E Consutting SwAces Project Title: National Liner CIPP Project Number: BDO01595 Engineer: Jerry Ellison Source:. A1phaOwens Corning Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinytester L010-PPA Resin SOLUTION RESULTS' REQUIREMENTS :;CONDITIONED'' ov "HARDNESS CHANGE -mawmum - `492 Daysainmersion -Sulfuric Acid, 20% - -3 Sodium Hydroxide, 5114 4 Ammonium Hydroxide, 5% -3 For Nitric Acid, 1% - 3 Ferric Chloride, 1% -4 Information Soap, 0.1% -4 Detergent, 0.1% -4 only BOD, ? 700ppm -3 Bleach, 1% -- - 2 _ PHYSICAL PROPERTY INITIAL RESULTS" Hardness, Shore 'D' 88 For Information ASTM D2240 Only Lab No 2001-514-293 page 4of4 Rev.: 8i9/2001 Chemical Resistance Test of RECEIVED SEP 0 5 2001 National Liner CIPP ENGINEER OFOESIcN PIE Consulting Services Project Title: National Liner CIPP Project Number: BDO01595 Engineer: Jerry Ellison Source: Alpha Owens Corning Date Received: 10/19/2000 Specification: SSPWC 210-2.3.3, 1997 Description: Vinylester LO10-PPA Resin SOLUTION 'RESULTS `- Tensile Elongation - 4 - Strength psr �f..P w REQUIREMENTS - -'112'Daysl`mmersion Sulfuric Acid, 20%, Type/ -5.926 - :"' ` .:1:4 Sodium Hydroxide, 5%, Type 1 ' ' . 6,024 ' 1.4': ' '- Ammonium Hydroxide, 5%, Type I 5,452 1.1 For - Nitric Acid, 1%, Type 1 6,248 -- 1:4 Ferric Chloride, 1%, Type 1 5,543 " -' 1.2 Information Soap, 0.1%, Type 1 6,214--- 1.4 Detergent, 0.1%, Type / 5,780 1.3 _ Only BOD, > 700ppm, Type / 5,759 _ 1.2 Bleach, 1%, Type l 6,538 1.4 PHYSICAL PROPERTIES 4 'INITIAL RESULTS' Initial Tensile Strength,psi 6,173 For Information Initial Elongation, % 1.3 Only t •• HTS, Inc.Consultants hone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST HTS,INC. Excellence in Engineering, Consulting,Testing and Inspection April 25, 2003 HTS Report #: ULW03F18.002A.doe N1r. Earl Decker Customer Project Name: LA County Sanitation Cameron Trunk Sewer U-Liner West/National Liner West Customer Project#: 215 539 West 140`s St. Date Sample Received: 4/16/03 Gardena, CA 90248 Date Sample Tested: 4/24/03 P.O.#: 11022 1 Sample of cured-in-place pipe liner was delivered to HTS' laboratory for testing. The sample was tested in accordance with ASTM D638 Type 1I and ASTM D790 Method 1 Procedure A. A Support Span-to-Depth Ratio of 16 to 1 was used as specified in the test standard ASTM D790. Tensile Strength, thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on each sample. Five (5) specimens were cut and tested from each sample. The results summarized and reported below are averages of the five(5) specimens. A test report for each sample is attached. MAXIMUM FLEXURAL TENSILE ELONGATION @ SAMPLE MANHOLE FLEXURAL MODULUS OF STRENGTH BREAK TO FIBER STRESS ELASTICITY MANHOLE (Psi) (Psi) (psi) (%) ASTM D 790 ASTM D 790 ASTM D 638 ASTM D 638 10"x6mm 8875.6 307,267 4899 6.16 The followin table contains the thickness measurements for each individualspecimen tested. MEASUREMENT OF THICKNESS FOR CURED IN PLACE PIPE LINER ASTM D 2122-90 Sample Manhole to Combined Total D Manhole Average/Specimen No.1 No.2 1 No.3 No.4 No.5 No.6 No.7 No.8 in Into 1W'x6mm --- 220 .237 .213 .215 .214 .206 .211 .220 0.217 5.5 Technician E. Carrillo Time 2 hrs Sincerely, Larry L. cMichael Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS, Inc. ULW03� I8.002A.doc—Page I of 1 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries r HTS, Inc.Consultants hone 713-692-8373 • ,! 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST Mime Excellence In Engineering,Consulting, Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTM D 790) SUPPORT SPAN = 3" Flexural 3 point bend Instron Corporation series IX Automated Materials Testing System 6.05 Operator name: E. CARRILLO Test Date: 24 Apr 2003 Sample Identification: 3F18-2-1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( 4 ) : 50 Crosshead Speed (in/min ): .0800 Temperature (deg. F): 71 Dimensions: Spec. 1 spec. 2 Spec. 3 Spec. 4 Spec, 5 Width (in) .52200 .53000 .52500 .52000 .51400 Depth (in) .21100 .21400 .22700 .23000 .23200 Span (in) 3.0000 3.0000 3.0000 3.0000 3.0000 Out of 5 specimens, 0 excluded. Sample comments: 10"X6mm Displcment Strain Load Stress Modulus at at at at Of specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) ______________________________________________________________________ 1 .3497 .0492 45.7 8856.7 334066 2 .3161 .0451 47.1 8739.7 281263 3 .2661 .0403 53.6 8912.6 310308 4 .2558 .0392 53.2 8707.8 297188 5 .2685 .0415 56.3 9160.9 313510 Mean: .2912 .0431 51.2 8875.6 307267. Standard Deviation: .0401 .0041 4.5 180.1 19648. Minimum: .2558 .0392 45.7 8707.8 281263. Maximum: .3497 .0492 56.3 9160.9 334066. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc.Consultants hone 713-692-8373 • 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Tall Free 1-800-692-TEST H1 S INC. Excellence in Engineering,Consulting, Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 630) TYPE II (CIPP) Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: B. CARRILLO Test Data: 24 Apr 2003 Sample Identification: 3P18-2771 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( 4 ) : 50 Crosshead Speed (in/min ): .2000 Temperature (deg. P) : 71 Dimensions: Spec. 1 Spee. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .24000 .25600 .25400 .25000 .24900 Thickness (in) .19700 .21100 .20600 .20900 .22300 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 5.3000 5.3000 5.3000 5.3000 5.3000 Out of 5 specimens, 0 excluded. Sample comments: 10X6mm Strength Elongation at at Specimen ROLL DIR. Break Break Number (psi) (V) ---------------------------------------------- 1 S347. 6.600 2 5648. 7.450 3 4537. 5.700 4 4396. 5.550 5 4567. 5.500 Mean: 4899. 6.160 Standard Deviation: 560. .848 Minimum: 4396. 5.500 Maximum: 5648. 7.450 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/GC Serving the Construction, Petroleum and Waste Industries H d5, Inc.Consultants . Phone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST HTS,INC. Excellence in Engineering,Consulting,Testing and Inspection , June 30, 2004 HTS Repo t #: ULW04F16.004.doe Mr. Mark Chapin Customer Project Name: U-Liner West& National Liner West Customer Project#: 539 West 140`h St. Date Sample Received: 6/25/04 Gardena, CA 90248 Date Sample Tested: 6/30/04 1 Sample of cured-in-place pipe liner pipe was delivered to HTS' laboratory for testing. The sample was tested in accordance with ASTM D638 type III and ASTM D790 Method I Procedure A. A Support Span-to-Depth Ratio of 16 to 1 was used as specified in the test standard ASTM D790. Tensile Strength, thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on the sample. Five (5) specimens were cut and tested from the sample. The results summarized and reported below are averages of the five (5) specimens. A test report for the sample is attached. MANHOLE FLEXURAL TENSILE MAXIMUM FLEXURAL MODULUS OF STRENGTH(a1 SAMPLE FLEXURAL FIBER MODULUS STRESS TO ELASTICITY BREAK (/o) MANHOLE ID ASTM D 790 (pat) ASTM D 638 ASTM D 790 ASTMM D D 638 18" Pie 222-221 8803.0 408,121 4577 10.31 The following table contains the thickness measurements for each individual specimen tested- MEASUREMENT OF THICKNESS FOR CURED IN PLACE PIPE LINER ASTM D 2122 Combined Total Avera e/S ecimen Sample Manhole to No.l No.2 No.3 No.4 No.5 No.6 No.7 No.8 in mm II) Manhole 18" Pie 222-221 .644 .630 .611 i .648 .604 .665 663 .652 0.640 16.2 Technician E. CarrElol Time 2 Sincerely, C ' 11 ��,{ fiI _ Pr �Lctvlichael Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS, Inc. ULW04F 16.004—Page I of I •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries MY S, Inc.Consultants • Phone 713-692-8373 . 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshoustcn.com Toll Free 1-800-692-TEST HTS,INC. Excellence in Engineering,Consulting,Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 10" Flexural 3 point bend Instron corporation Series IX Automated Materials Testing System 6.05 Operator name: K. PHOUANGSAVANH Teat Date: 29 Jun 2004 Sample Identification: 4F16-4-1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec): 10.000 Humidity ( t ) : 50 crosshead Speed (in/min ) : .2700 Temperature (deg. P): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .67100 .66600 .66800 .65000 .66700 Depth (in) 62900 .63200 .64400 .65500 .66000 Span (in) 10.000 10.000 10.000 10.000 10.000 Out of 5 specimens, 0 excluded. Sample comments: 18" PIPE, INSTALL #2, MH: 222-221 Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) ------------------------------------------------------------------- 1 .6992 .0264 166.1 93a5.1 415787 2 .6068 .0231 138.4 7804.0 376156 3 .7337 .0284 163.2 6836.2 369804 4 .6011 .0236 168.4 9058.1 437399 5 .5707 .0226 173-0 8931.5 441458 Mean: .6427 .0248 161.8 8803.0 408121. Standard Deviation: .0699 .0025 13.6 595.7 33605. Minimum: .5707 .0226 138.4 7804.0 369804. Matimum: .7337 .0284 173.0 9385.1 441458. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction OA/OC Serving the Construction, Petroleum and Waste Industries • H':5, Inc. Consultants • Phone 7131692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 • www.htshouston.com Toll Free 1-800-692-TEST AN INC. Excellence in Engineering, Consulting,Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 638 TYPE III - 6000 LBS CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: B. C. Test Date: 30 Jun 2004 Sample Identification: 4F16-4T1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec): 10.000 Humidity ( t 1 71 Crosshead Speed (in/min ) : .2000 Temperature (deg. F) : 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .72800 .72400 .70100 .72800 .68600 Thickness (in) .63300 .63100 .60000 .62000 .60100 Spec gauge len (in) 2,0000 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 4.5000 4.5000 4.5000 4.5000 4.5000 Out of 5 specimens, 0 excluded. Sample comments: 181 PIPE, INSTALL #2, MH: 222-221 Strength Elongation at at Specimen ROLL DIR. Break Break Number (psi) M ---------------------------------------------- 1 4225. 9.900 2 4634. 10.350 3 4653. 9.750 4 4741. 9.900 5 4633. 11.650 Mean: 4577. 10.310 Standard Deviation: 202. .782 Minimum: 4225. 9.750 Maximum: 4741. 11,650 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries s HTS, Inc. Consultants Phone 713-692-8373 r 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST HTS,�Ivc. Excellence in Engineering,Consulting,Testing and Inspection July 2,2004 HTS Report #: ULW04F16.005.doc Mr. Mark Chapin Customer Project Name: Orr& Day Emergency U-Liner West& National Liner West Customer Project#: 279 539 West 140rh St. Date Sample Received: 7/01/04 Gardena, CA 90248 Date Sample Tested: 7/02/04 1 Sample of cured-in-place pipe liner pipe was delivered to HTS' laboratory for testing. The sample was tested in accordance with ASTM D638 type III and ASTM D790 Method I Procedure A. A Support Span-to-Depth Ratio of 16 to 1 was used as specified in the test standard ASTM D790. Tensile Strength, thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on the sample. Five (5) specimens were cut and tested from the sample. The results summarized and reported below are averages of the five(5) specimens. A test report for the sample is attached. MANHOLE FLEXURAL TENSILE MAXIMUM ELONGATION SAMPLE FLEXURAL FIBER MODULUS OF STRENGTH@@ BREAK ID TO STRESS(psi) ELASTICITY BREAK (%) MANHOLE ASTM D 790 ASTM D 790 ASTM D 638 ASTM D 638 7007288 220 8814.7 429,387 5490 15.28 The following table contains the thickness measurements for each individual specimen tested. MEASUREMENT OF THICKNESS FOR CURED IN PLACE PIPE LINER ASTM D 2122 Combined Total Avera e/S ecimen Sample Manhole to No.I No.2 No.3 No.4 No.5 No.6 No.7 No.8 in mm ID Manhole 7007288 220 .603 .630 .622 1 .608 1 .655 .611 .624 .621 J 0.622 15.8 Technician E. Carrillo Time 2 hrs Sincerely, pC d• �C Mr �T4�'I Larry L. McMichael Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS, Inc. ULW04F 16.005—Page 1 of 1 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries • •HTS, Inc. Consultants Phone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST HTS,INC. Excellence in Engineering,Consulting,Testing and Inspection FLR%URAL PROPRRTIRS OF PLASTICS (ASTM 0790) SUPPORT SPAN = 10" Flexural 3 point pend Instron corporation Series I% Automated Materials Testing System 6.05 Operator name: R. CARRILLO Test Date: 02 Jul 2004 sample Identification: 4F16-5-1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( } ) ; 50 Crosshead Speed (in/min ) : .2700 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .64500 .67000 .65100 .70S00 .61500 Depth (in) .61800 .62400 .62800 .62800 .63000 Span (in) 10.000 10.000 10.000 10.000 10.000 Out of 5 specimens, 0 excluded. Sample comments: 7007288, MH: 220 Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) ---------------------------------------------------------------------- 1 .6472 .0240 141.0 8585.7 406937 2 .6161 .0231 156.1 8975.3 432111 3 .5450 .0205 144.5 8442.3 479695 4 .6705 .0253 165.8 8944.7 391779 5 .6173 .0233 148.5 9125.6 436413 Mean: .6192 .0232 151.2 8814.7 429387. Standard Deviation: .0472 .0017 9.9 287.5 33563. Minimum: .5450 .0205 141.0 8442.3 391779. Maximum: .6705 .0253 165.8 9125.6 47969S. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc. Consultants Phone 713-692-8373 416 Pickering Street,Houston.TX 77091 • Fax 713-692-8502 www.htshouston.com Tall Free 1-800-692-TEST Excellence in Engineering,Consulting,Testing and Inspection HTS,INC. TENSILE PROPERTIES OF PLASTICS (ASTM D 638) TYPE III - 6000 LBS CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: E.0 Test Date: 02 Jul 2004 Sample Identification: 4F16-5T1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sect: 10.000 Humidity ( 1 ) : 50 Crosshead Speed (in/min 1 : .2000 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .75300 .70800 .72300 .74000 .74400 Thickness (in) .60500 .60700 .60100 .60700 .58800 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 2.0000 Grip distance: (int 4.5000 4.5000 4.5000 4.5000 4.5000 Out of 5 specimens, 0 excluded. Sample comments: 7007288, MH: 220 Strength Elongation at at Specimen ROLL DIR. Break Break Number (psi) (1) ---------------------------------------------- 1 5845. 16.70 2 4847. 14.70 3 5760. 14.70 4 5258, 13.85 5 5738. 16.45 Mean: 5490. 15.28 Standard Deviation: 427. 1.24 Minimum: 4847. 13.85 Maximum: 5845. 16.70 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste industries NTS, Inc. Consultants • Phone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST TSiNc J— Excellence in Engineering,Consulting,Testing and Inspection October 6, 2004 HTS Report #: ULW04F16.007.doe Mr. Mark Chapin Customer Project Name: LA County Sanitation/District 17 Main Trunk U-Liner West& National Liner West Customer Project#: Sewer Rehab 2003/Southwest Job# 281 539 West 1406 St. Date Sample Received: 10/04/04 Gardena, CA 90248 Date Sample Tested: 10/06/04 P.O.# 06161 1 Sample of cured-in-place pipe liner was delivered to HTS' laboratory for testing. The sample was tested in accordance with ASTM D638 type III and ASTM D790 Method I Procedure A. A Support Span-to-Depth Ratio of 16 to 1 was used as specified in the test standard ASTM D790. Tensile Strength, thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on the sample. Five (5) specimens were cut and tested from the sample. The results summarized and reported below are averages of the five(5)specimens. A test report for the sample is attached. FLEXURAL TENSILE MAXIMUM ELONGATION MANHOLE MODULUS OF STRENGTH(a,)SAMPLE FLEXURAL FIBER (a1 BREAK ID TO STRESS(psi) ELASTICITY BREAK (oho) MANHOLE ASTM D 790 (psASTM' ASTM D 638 D 790 ASTM i)638 15"Pie 24 9689.2 387,761 4814 14.09 The following table contains the thickness measurements for each individualspecimen tested. MEASUREMENT OF THICKNESS FOR CURED IN PLACE PIPE LINER ASTM D 2122 Combined Total Average/Specimen Sample Manhole to ;No.1 No.2 No.3 No.4 No.5 No.6 No.7 No.8 in mmID Manhole 15" Pie 24 328 .320 .343 .300 1 .291 .314 .327 .325 0.319 8.1 Technician E. Carrillo Time 2 hrs Sincerely, Larry cMichael Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS, Inc. ULW04F16.007— Page 1 of 1 -Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc. Consultants • Phone 713-692-8373 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST HTS,INC. Excellence in Engineering,Consulting,Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 5" Flexural 3 point bend Intron Corporation Series IX Automated Material. Tasting System 6.05 Operator name: K. PHOUANGSAVANH Test Date: 06 Oct 2004 Sample Identification: 4F16-7-1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameter. Of test: Sample Rate (pts/.ec): 10.000 Humidity ( 6 ): 5o CrO..head Speed (in/min ): .1350 Temperature (deg. F) : 71 Dimension.: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 width (in) .54500 .54900 .55100 .53400 .54500 Depth (in) .29200 .29700 .29800 .31900 .31400 Span (in) 5.0000 5.0000 5.0000 5.0000 5.0000 Out of 5 specimens, 0 excluded. Sample comments: 15" PIPE, MH: 24 Displcment Strain Load Sties. Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (p.i) (psi) -------------------------------------------""------------"'--------- 1 .4391 .0308 62.5 10090.6 413213 2 .4063 .0290 62.4 9670.3 406936 3 .4706 .0337 62.1 9521.6 368776 4 .4337 .0332 76.3 10537.9 388378 5 .3838 .0289 61.8 8625.7 361501 Mean: .4267 .0311 65.0 9689.2 387761. Standard Deviation: .0331 .0023 6.3 714.3 22726. Minimum: .3838 .0289 61.8 8625.7 361501. Maximum: .4706 .0337 76.3 10537.8 413213. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc.Consultants • Phone 713-692-8373 • 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST HTS,INC. Excellence in Engineering,Consulting,Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 638) TYPE III - 6000 LBS CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: E. CARRILLO Test Date: 06 Oct 2004 Sample Identification: 4F16-71 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( t I : 50 Crosshead Speed (in/min l : .2000 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .75800 .79000 .79000 .75100 .77000 Thickness lin) .30500 .31900 .31900 .33000 .32000 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 4.5000 4.5000 4.5000 4.5000 4.5000 Out of 5 specimens, 0 excluded. Sample comments: 15" PIPE, MH: 24 Strength Elongation at at specimen ROLL DIR. Break Break Number ipsi) M ---------------------------------------------- 1 4948. 11.95 2 4786. 15.20 3 4932, 11.15 4 4523. 15.90 5 4878. 16.25 Mean: 4814. 14.09 Standard Deviation: 174. 2.37 Minimum: 4523. 11.15 Maximum: 4948. 16.25 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc.Consultants • Phone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST Excellence in Engineering,Consulting,Testing and Inspection September 29, 2004 HTS Report #: ULW04F16.006.doe Mr. Mark Chapin Customer Project Name: City of Los Angeles/Hollywood Area Sewer U-Liner West& National Liner West Customer Project#: Rehab WO SCZI 1210/Southwest Job# 270 539 West 140"St. Date Sample Received: 9/24/04 Gardena, CA 90248 Date Sample Tested: 9/29/04 P.O.: 06152 4 Samples of cured-in-place pipe liner were delivered to HTS' laboratory for testing. The samples were tested in accordance with ASTM D638 and ASTM D790 Method I Procedure A. A Support Span-to-Depth Ratio of 16 to 1 was used as specified in the test standard ASTM D790. Tensile Strength, thickness measurements, flexural stress and flexural modulus of elasticity tests were performed on each sample. Five (5) specimens were cut and tested from each sample. The results summarized and reported below are averages of the five (5) specimens. A test report for each sample is attached. Note- Due to not enough material, four specimens from sample MH 009 and 185 were tested for ASTM D638. MAXIMUM FLEXURAL TENSILE MANHOLE FLEXURAL MODULUS OF STRENGTH n ELONGATION SAMPLE TO FIBER STRESS ELASTICITY BREAK BREAK ID MANHOLE (psi) (psi) (psi) ASTM D 638 ASTM D 790 ASTM D 790 ASTM D 638 18" Pie 009 7262.6 339,585 3897 12.95 18" Pie 152 7693.7 381,851 4755 14.37 18" Pie 168 6957.5 317,873 4190 14.99 18" Pie 185 8064.1 387,049 4629 13.61 ULW04F16.006.doc—Page 1 of 2 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries The following table contains the thickness measurements for each individual specimen tested. b[EASURE6IENT OF THICKNESS FOR CURED LN PLACE PIPE LINER AST11I D 5813 Combined Total Average/Specimen Manhole to Sample ID Manhole No.l No.2 No.3 No.4 No.5 No.6 No.7 No.8 in mm 18"Pie 009 .652 .705 .701 .695 .698 .718 .697 .737 0.700 17.8 18"Pie 152 .640 .660 .640 .585 .588 .591 .602 .591 0.612 15.5 l8"Pie 168 .580 .631 .613 .637 .565 .586 .641 .602 0.607 15.4 18"Pie 185 .622 j .629 1 .607 .640 .631__ .624 1 .629 1 .660 0.630 16.0 Technician K. Phouangsavanh Time 8 hrs Sincerely, • MC LarryL�IvlcMichael Vice President This test report relates only to the items tested and shall not be reproduced except in full without approval of HTS, Inc. ULW04F16.006.doc-Page 2 of 2 HTS,INC. HTS, Inc. Consultants . Phone 713-692-8373 • 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www.htshouston.corn Toll Free 1-800-692-TEST _.._ _� a._..-... .wu..__ W.... . -._ , . IHTS,wi . Excellence in Engineering,Consulting,Testing and Inspection FLRXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 11" Flexural 3 point bend Instron corporation Series IX Automated Materials Testing System 6.05 Operator name: H. CARRILLO Test Date: 29 Sep 2004 sample Identification: 4F16-6-1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine PaYametere of test: Sample Rate (pts/sec): 10.000 Humidity ( i ) : 50 Crosshead Speed (in/min ) : .2950 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 spec. 5 Width (in) .76200 .77400 .74000 .76400 .75800 Depth (in) .64500 .68900 .70600 .71000 .74700 Span (in) 11.000 11.000 11.000 11.000 11.000 Out of 5 specimens, 0 excluded. Sample comments: MH:009 Uisplcment Strain Load Stress Modulus at at at at Of specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) ---------------------------------------------------------------------- 1 .7422 .0237 138.2 7193.1 342514 2 .7527 .0257 168.3 7557.7 331990 3 .7177 .0251 153.0 6844.4 309659 4 .8841 .0311 174.9 7493.1 363362 5 .6318 .0234 185.2 7224.6 350398 Mean: .7457 .0258 163.9 7262.6 339585. Standard Deviation: .0908 .0031 18.5 283.5 20274. Minimum: .6318 .0234 138.2 6844.4 309659. Maximum: .8841 .0311 185.2 7557.7 363362. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc.Consultants • Phone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.hishouston.com Totl Free 1-800-692-TEST ------- ._._��w._�._�n._ HTS iNc. �. Excellence in Engineering,Consulting,Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTM 0790) SUPPORT SPAN = 10" Flexural 3 point bend Instron corporation Series IX Automated Materials Testing System 6.05 Operator name: E. CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4F16-6-2 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec): 10.000 Humidity ( } ) ; 50 crosshead Speed lin/min ) : .2700 Temperature (deg. F) : 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .67700 .66100 .67500 .70500 .71500 Depth (in) .58000 .60200 .62600 .66800 .67700 Span (in) 10.000 10.000 10.000 10.000 10.000 out of S specimens, 0 excluded. Sample comments: MH:152 Displcment Strain Load Stress Modulus at at at at Of specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) ---------------------------------------------------------------------- 1 .6272 .0218 99.8 6570.6 342848 2 .5620 .0203 109.1 6831.6 363275 3 .5915 .0222 139.5 7910.7 395561 4 .5965 .0239 177.6 8468,2 400234 5 5905 .0240 189.0 8687.7 407338 Mean: .5935 .0224 143.2 7693.7 381851. Standard Deviation: .0232 .0015 40.1 953.9 27576. Minimum: .5620 .0203 99.8 6570.6 342848. Maximum: .6272 .0240 189.8 8687.7 407338. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries MTS, Inc. Consultants • Phone 713-692-8373 • 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST Excellence in Engineering,Consulting,Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 10" Flexural 3 point bend Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: .CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4F16-6-3 Sample Type: ASTM interface Type: 42/43/4400 Series Machine Parameters of teat: Sample Rate (pts/sec) : 10.000 Humidity ( i ): 50 Crosshead Speed (in/min ) : .2700 Temperature (deg. F) : 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 width (in) .68100 .69800 .69600 .67800 .68400 Depth (in) .60600 .61700 .62600 .64000 .65500 Span (in) 10.000 10.000 10.000 10.000 10.000 Out of 5 specimens, 0 excluded. Sample comments: MH: 168 Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) ______________________________________________________________________ 1 .7355 .0267 123.1 7383.4 333760 2 .7812 .0289 119.4 6740.2 285346 3 .6450 .0242 121.6 6687.5 321913 4 .6646 .0255 134.5 7264.8 321772 5 .5988 .0235 131.3 6711.5 326575 Mean: .6850 .0258 126.0 6957.5 317873. Standard Deviation: .0729 .0021 6.6 337.8 18826. Minimum: .S988 .0235 119.4 6687.5 285346. Maximum: .7812 .0289 134.5 7383.4 333760. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QAIQC Serving the Construction, Petroleum and Waste Industries HTS, Inc.Consultants • Phone 713-692-8373 • 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST �_�.._.. TSmc. Excellence in Engineering,Consulting,Testing and Inspection FLEXURAL PROPERTIES OF PLASTICS (ASTM D790) SUPPORT SPAN = 9" Flexural 3 point bend Instron Corporation Series IX Automated Material. Testing System 6.05 Operator name: S.CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4F16-6-4 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of teat: Sample Rate (pts/sec) : 10.000 Humidity ( k ) : 50 Crosshead Speed (in/min ) : .2400 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .71700 .72100 .72100 .71700 .72500 Depth (in) .57400 .59700 .60000 .63900 .64400 Span (in) 9.0000 9.0000 9.0000 9.0000 9.0000 out of 5 specimens, 0 excluded. Sample comment.: SAMPLE # 185 Displcment Strain Load Stress Modulus at at at at Of Specimen Yield Yield Yield Yield Elasticity Number (in) (in/in) (lbs) (psi) (psi) _________________________________________________________________ 1 .5338 .0227 128.5 7343.3 361750 2 .5161 .0228 141.5 7433.7 360790 3 .5429 .0241 161.9 8420.6 391908 4 .4874 .0231 176.7 8148.0 392889 5 .4953 .0236 199.9 8975.0 427911 Mean: .5151 .0233 161.7 8064.1 387049. standard Deviation: .0239 .0006 28.3 685.7 27645. Minimum: .4874 .0227 128.5 7343.3 360790. Maximum: .5429 .0241 199.9 8975.0 427911. •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries _ ,HTS, Inc.Consultants Phone 713-692-8373 , 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshoustcn.com Toll Free 1-800-692-TEST Excellence in Engineering, Consulting,Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 638) TYPE III - 6000 LBS CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: . CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4F16-6T1 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sect : 10.000 Humidity ( t I : 50 Crosshead Speed (in/min is .2000 Temperature (deg. F) : 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Width (in) .77500 .76600 .71400 .73800 Thickness (in) .52300 .50000 .50100 .52500 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 4.5000 4.5000 4.5000 4.5000 Out of 4 specimens, 0 excluded. Sample comments: MH:009 Strength Elongation at at Specimen ROLL DIR. Break Break Number (psi) (t) -------------•-------------------------------- 1 4261. 15.95 2 4078. 12.95 3 3587. 10.75 4 3662. 12.15 Mean: 3897. 12.95 Standard Deviation: 325. 2.20 Minimum: 3587. 10.75 Maximum: 4261. 15.95 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction GA/GC Serving the Construction, Petroleum and Waste Industries i HTS, Inc.Consultants • Phone 713-692-8373 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST -� -� - HTS,INC. Excellence in Engineering,Consulting,Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 638) TYPE III - 6000 LES CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: E. CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4F16-6T2 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( 4 I : 50 Crosshead Speed lin/min I : .2000 Temperature (deg. F) : 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .76000 .73800 .74700 .78800 .75000 Thickness (in) .63400 .57500 .59700 .65400 .55200 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 4.5000 4.5000 4.5000 4.5000 4.5000 Out of 5 specimens, 0 excluded. Sample comments: MH:152 Strength Elongation at at Specimen ROLL DIR. Break Break Number (psi) M ------------------------------ 1 3734. 14.35 2 4489. 12.45 3 4938. 14.30 4 5513. 14.90 5 5101. 15.85 Mean: 4755. 14.37 Standard Deviation: 679. 1.24 Minimum: 3734. 12.45 Maximum: 5513. 15.85 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries •HTS, Inc.Consultants • Phone 713-692-8373 • • 416 Pickering Street, Houston,TX 77091 Fax 713-692-8502 www.htshoustcn.corn Toll Free 1-800-692-TEST Excellence in Engineering,Consulting,Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 638) TYPE III - 6000 LBS CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: E. CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4F16-6T3 Sample Type: ASTM Interface Type: 42/43/4400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( 1 ): 50 Crosshead Speed (in/min I : .2000 Temperature (deg. F): 11 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Spec. 5 Width (in) .78000 .76400 .71600 .77700 .74300 Thickness (in) .58000 .56800 .58500 .58700 .56100 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 4.5000 4.5000 4.5000 4.5000 4.5000 Out of 5 specimens, 0 excluded. Sample comments: MH:168 Strength elongation at at Specimen ROLL DIR. Break Break Number (psi) (4) ------------------------------------------ 1 4032. 15.05 2 4351. 13.55 3 3839. 16.90 4 4146. 14.65 5 4585. 14.80 Mean: 4190. 14.99 Standard Deviation: 288, 1.21 Minimum: 3839. 13.55 Maximum: 4585. 16.90 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries HTS, Inc.Consultants • Phone 713-692-8373 • 416 Pickering Street,Houston,TX 77091 Fax 713-692-8502 www.htshouston.com Toll Free 1-800-692-TEST Excellence in Engineering,Consulting,Testing and Inspection TENSILE PROPERTIES OF PLASTICS (ASTM D 638) TYPE III - 6000 LBS CELL Test type: Tensile Instron Corporation Series IX Automated Materials Testing System 6.05 Operator name: E. CARRILLO Test Date: 29 Sep 2004 Sample Identification: 4FL6-6T4 Sample Type: ASTM Interface Type: 4214314400 Series Machine Parameters of test: Sample Rate (pts/sec) : 10.000 Humidity ( t I : 50 Crosshead Speed (in/min I : .2000 Temperature (deg. F): 71 Dimensions: Spec. 1 Spec. 2 Spec. 3 Spec. 4 Width (in) .72300 .71900 .76700 .71000 Thickness (in) .59400 .71800 .57000 .59400 Spec gauge len (in) 2.0000 2.0000 2.0000 2.0000 Grip distance: (in) 4.5000 4.5000 4.5000 4.5000 Out of 4 specimens, 0 excluded. Sample comments: MH:185 Strength Elongation at at Specimen ROLL DIR. Break Break Number (psi) (1) ---------------------------------------------- 1 4294. 13.10 2 4785. 15.30 3 4529. 15.80 4 4911. 10.25 Mean: 4629. 13.61 Standard Deviation: 274. 2.53 Minimum: 4294. 10.25 Maximum: 4911. 15.80 •Geotechnical Engineering•Materials Testing and Inspection•Environmental Consulting•Geosynthetics and Construction QA/QC Serving the Construction, Petroleum and Waste Industries 2004 16: 51 805HGE6 WILLIAMS PIPEL0 PAGE 02/02 c 20 04 04: 21p Mit!ll 323 330-0563 p. 2 City of Los Angeles Bureau of Contract Administration Sewer Liner Test Log Job Title IHOIlYwood Area Primary Sewer Real. & Rehab. Work Order No. ISZC11210 Date Sampled Reach• Manhole a Material Size Test Result 8124104 29 518.06-94 National CIPP 21" Pass 8126104 28&27 518-08-94 National CIPP 21" Pass 9114104 15 518.03-168 National CIPP 18" Pass 1s 518-03-152 National CIPP 18" Pass 9116104 16 518.03-185 National CIPP 18" Pass 16 518-03-168 National CIPP 18" Pass 9/21/04 17 518-013009 National CIPP T-8r,—I Pass 17 518-03-185 National CIPP 18" pass 10/21/04 1 518.03-004 National CIPP 18' Pass 1 518-03218 National CIPP 18" Pass 10/27/04 24 518-06-021 NationalCipp 21" Pass 24 518.06403 National CIPP 21" Pass 25 518-06`036 National CIPP 21" Pass 11/10/04 8 518-03 101 National CIPP 21" Pass 8 518-03099 National CIPP 21" Pass 11117/04 9 518-03-099 National CIPP 21" Pass 9 518.03-098 National CIPP 21" Pass 11119/04 7 518-03-102 National CIPP 21" Pass 7 51&03-101 Nations 18 21" Pass 11124/04 18 518-06-009 NatianalClPP 18" Pass 12/1/04 10 518-03-098 National CIPP 21 Pass 12/3/04 11 518-03-097 Naoanal CIPP 21 Pass 1219104 12 518-03-122 NatiOnalCIPP 21 12/15/04 13 518-03-122National CIPP 21 13 518-03-132 NaEnal CIPP 21 32400 PASEO ADELANTO A MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 i (949)493-1171 SAM ALLEVATO (949)493-1053 FAXInto RlaArtFD DIANE BATHGATE ItiPRUSN[D I IB6I WYATT HART www.Sanjuancapistrano.org 1776 JOE SOTO • • DAVID M.SWERDLIN February 28, 2005 ADDENDUM NO. 1 MAJOR SEWER REPAIRS The following changes to the Plans and Specifications are promulgated through this addendum. BID DATE AND TIME The bid date is hereby changed from 2:00 p.m. March 7, 2005 to 2:00 p.m. March 28, 2005. A signed copy of this addendum shall accompany the bid. Contractor Brian Perry Senior Civil Engineer ISI San Juan Capistrano: Preserving the Past to Enhance the Future ClP S CP'i wd on re,ded paper dw,w► �, 32400 PASEO ADELANTO MEMBERS OF THE CITY COUNCIL SAN JUAN CAPISTRANO,CA 92675 / SAM(849)493-1171 /� EVATO DIANE B (949)493-1053 FAX jl IAfORioARi[e DIANE ATHGATE manlsuR � 1961 wrATr HART www.sanjuancapistrano.org 1776 JOE SOTO DAVID M.SWERDLIN March 11, 2005 ADDENDUM No. 2 MAJOR SEWER REPAIRS The following changes to the Plans and Specifications are promulgated through this addendum: PLANS Delete sheet 2 of 25 dated 1/28/05. Add sheet 2 of 25 dated 2/22/05, attached hereto. Delete sheet 23 of 25 dated 1/28/05. Add sheet 23 of 25 dated 2/22/05, attached hereto. SPECIFICATIONS Table of Contents Delete "Table of Contents" (2 pages). Add Table of Contents (Revised)" (2 pages), attached hereto. Schedule of Work Items Delete page 6 and 7. Add pages 6R and 7R, attached hereto. Detail Specifications and Method pf Payment Delete pages DS-1 through DS-14. Add pages DS-1 R through DS-15R, attached hereto. San Juan Capistrano: Preserving the Past to Enhance the Future C�Pnmm on r lrc d per Addendum No. 2, Major Sewer Repairs March 11, 2005 Page 2 Standard Plans City of San Juan Capistrano Standard Plans 801, 802, 803, 806, 807 and 808 are attached hereto. CIPP Pipe Thickness Form The CIPP pipe thickness calculation form is attached hereto. A signed copy of this addendum shall accompany the bid. Contractor Brian Perry Senior Civil Engineer CITY OF SAN JUAN CAPISTRANO COUNTY OF ORANGE STATE OF CALIFORNIA SPECIFICATIONS AND CONTRACT DOCUMENTS MAJOR SEWER REPAIRS Members of the City Council WYATT HART , MAYOR DAVID M. SWERDLIN JOE SOTO DIANE BATHGATE SAM ALLEVATO CITY MANAGER DAVE ADAMS DIRECTOR OF ENGINEERING AND BUILDING NA;SSER ABBASZADEH FEBRUARY 2005 REVISED MARCH 2005 TABLE OF CONTENTS (REVISED) MAJOR SEWER REPAIRS TITLE PAGE CONTRACT DOCUMENTS Notice Inviting Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 BidProposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Schedule of Work Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 Non-Collusion Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Designation of Sub-Contractors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 Instructions to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 BidBond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BB-1 Performance Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PB-1 Labor& Material Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LM-1 CONTRACT Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-4 SPECIAL PROVISIONS Work to be Done . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-1 Section 1 Standard Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SPA Section 2 Terms Defined . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 3 Flow and Acceptance of Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 4 Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 5 Insurance and Overhead Costs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 6 Protection of Existing Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 7 Protection of Private Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-4 Section 8 Construction Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-4 Section 9 Pre-Construction Coordination Meeting . . . . . . . . . . . . . . . . . . . . . . . SP-4 Section 10 National Pollutant Discharge Elimination System . . . . . . . . . . . . . . . . SP-4 Section 11 Preservation of Survey Monuments . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-5 Section 12 Monumentation Identification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Section 13 Special Provisions for the Construction of Sanitary Sewers . . . . . . . . SP-6 Section 14 Hours of Work(Dight Work) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Section 15 Order of Work . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Project Schedule form . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DETAIL SPECIFICATIONS AND METHOD OF PAYMENT(REVISED) Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 Submittals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 Bid Item 1 - Mobilization and Demobilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-2 Bid Item 2 - Pipeline Cleaning and Television Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . DS-2 Bid Item 3 - Cured-In-Place Pipe Liner for 6" dia. Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . DS-5 Bid Item 4 - Cured-In-Place Pipe Liner for 8" dia. Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-5 Bid Item 5 -Cured-In-Place Pipe Liner for 12" dia. Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . DS-5 Bid Item 6 - Service Connection Cuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-9 Bid Item 7 - House by-pass Pumping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-11 Bid Item 8 - Off Street Storage of Equipment and Materials . . . . . . . . . . . . . . . . . . . . . . . DS-11 Bid Item 9 - Compliance with NPDES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-11 Bid Item 10- Install New Cover& Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-11 Bid Item 1 I - Raise Existing Manhole to Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 12 - Rehabilitation of Existing Break in Connections . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 13 - Point Repair of Existing 6 inch diameter Pipe . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 14 -Point Repair of Existing 8 inch diameter Pipe . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 15 - Reconnect Existing Laterals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 16 -Abandon Existing Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 17 -Abandon Existing Manhole . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 18 - Obtain Rail Road Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-13 Bid Item 19 - Obtain Caltrans Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-13 Bid Item 20 -Imall 60 inch diameter Manhole EI Camino Real . . . . . . . . . . . . . . . . . . . . DS-13 INCIDENTALS A. Public Notification . . . . . . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-13 B. Traffic Control and Public Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-14 C. Dust Control and Construction Cleanup . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-14 APPENDIX A Special Provision for the Construction of Sanitary Sewers APPENDIX B FP-3 Roads, Streets and Highways Operation and Maintenance FP-5 Solid Waste Handling FP-6 Water and Sewer Utility Operation and Maintenance SCHEDULE OF WORK ITEMS MAJOR SEWER REPAIRS In accordance with Section 2-3.2 of the Standard Specifications, items of work preceded by the letter(S) are designated"Specialty Items". Specialty Items may be deducted from the contract price in computing the 50 percent of work to be performed by the Contractor's own organization. Rpm Approximate Work Items With Unit Price Unit Price Total Amount uantit (Written in Words) (In Figuresl 1 L.S. Mobilization and demobilization for the lump sum price of $ dollars 2 3,451 LF Pipeline Cleaning and Television Inspection for the unit price of dollars per linear foot. $ $ (S)3 2,179 LF Cured-In Place Pipe Liner for 6" dia sewer for the unit price of dollars per lineal foot. $ $ (S)4 752 LF Cured-In Place Pipe Liner for 8" dia sewer for the unit price of dollars per lineal foot $ $ (S)5 520 LF Cured-In Place Pipe Liner for 12" dia sewer for the unit price of dollars per lineal foot. $ $ 6 33 EA Service Connections Cuts for the unit price of dollars per each. $ $ 7 10 EA House By-Pass Pumping for the unit price of dollars per each. $ $ 8 L.S. Off-street storage of equipment and materials for the lump sum price of dollars. $ 9 L.S. Compliance with National Pollutant Discharge Elimination System Requirements at the lump sum price of_ dollars. $ 10 1 8 EA Install New Cover and Frame for the unit price of dollars per each. $ $ 6 R 11 4 EA Raise Existing Manhole to Grade for the unit price of dollars per each. $ $ 12 14 EA Rehabilitation of Existing Break-in Connections for the unit price of dollars per each. $ $ 13 20 LF Point Repair of Existing 6 inch diameter Pipe for the unit price of dollars per lineal foot. $ $ 14 48 LF Point Repair of Existing 8 inch diameter Pipe for the unit price of dollars per lineal foot. $ $ 15 12 EA Reconnect Existing House Laterals for the unit price of dollars per each. $ $ 16 780 LF Abandon Existing Sewer with 1 '/i Sack Slurry for the unit price of dollars per lineal foot. $ $ 17 2 EA Abandon Existing Manhole per Greenbook for the unit price of dollars per each. $ $ 18 LS Obtain Railroad Permits and Provide for Flagmen for the lump sum price of Ten Thousand dollars. $ 10.000.00 19 LS Obtain Caltrans Permit and Provide for Inspections for Work within Caltrans Right-of Way for the lump sum price of Three thousand dollars. $ 3.000.00 20 LS Install 60inch diameter manhole in EI Camino Real for the lump sum price of dollars. $ Total Bid Price (Enter here and on Page 3) $ $ Words Figures 7 R CITY OF SAN JUAN CAPISTRANO MAJOR SEWER REPAIRS DETAIL SPECIFICATIONS AND METHOD OF PAYMENT CONTENTS: BID ITEM 1 - MOBILIZATION AND DEMOBILIZATION BID ITEM 2 - PIPELINE CLEANING AND TELEVISION INSPECTION BID ITEM 3 - CURED-IN PLACE PIPE LINER FOR 6" DIA SEWER BID ITEM 4 — CURED-IN PLACE PIPE LINER FOR 8" DIA SEWER BID ITEM 5—CURED-IN PLACE PIPE LINER FOR 12" DIA SEWER BID ITEM 6—SERVICE CONNECTION CUTS BID ITEM 7— HOUSE BY-PASS PUMPING BID ITEM 8—OFF STREET STORAGE OF EQUIPMENT AND MATERIALS BID ITEM 9 —COMPLIANCE WITH NPDES BID ITEM 10— INSTALL NEW COVER AND FRAME BID ITEM 11 — RAISE MANHOLE TO GRADE BID ITEM 12 — REHABILITATION OF EXISTING BREAK-IN CONNECTION BID ITEM 13— POINT REPAIR OF EXISTING 6 INCH DIAMETER PIPE BID ITEM 14—POINT REPAIR OF EXISTING 8 INCH DIAMETER PIPE BID ITEM 15 —RECONNECT EXISTING HOUSE LATERALS BID ITEM 16 —ABANDON EXISTING SEWER BID ITEM 17 -ABANDON EXISTING MANHOLE BID ITEM 18 - RAILROAD PERMITS BID ITEM 19 - CALTRANS PERMIT BID ITEM 20 - INSTALL 60 INCH DIAMETER MANHOLE INCIDENTALS A. PUBLIC NOTIFICATION B. TRAFFIC CONTROL AND PUBLIC SAFETY C. DUST CONTROL AND CONSTRUCTION CLEANUP General - This subsection provides information about the pipeline system rehabilitation materials and method that shall be used as an alternative to pipeline replacement. The method shall be capable of bridging cracks, holes, and joint displacements that have been determined not to require point repair. Some of the rehabilitation processes may be capable of expanding up to a maximum of 10 percent greater than the inside host diameter without any detrimental effects. The City may require testing of the materials and methods prior to job commencement to verify manufacturing compliancewith required quality control standards and that no damage occurred to the materials during shipment to the job site. At the time of installation, materials shall not be more than 6 months old from the date of manufacture. Material safety data sheets (MSDS) shall be available at the project site. Submittals - Prior to rehabilitation, the',Contractor shall submit shop drawings of construction details per Section 2-5.3 of the Standard Specifications for Public Works Construction 'The DS-1 R Greenbook". The shop drawings shall include the location; method of rehabilitation and sewer bypass locations with sufficient detail to assure that the work can be accomplished without sewage spill.All submittals required by these specifications should meet the requirements as shown herein. BID ITEM 1 - MOBILIZATION AND DEMOBILIZATION Mobilization shall consist of preparatory work and operations, including, but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site ; for the establishment of all offices, buildings and other facilities necessary for work on the project; and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the project site. Measurement and Payment - Mobilization and demobilization will be paid for at the Contract Lump Sum Price in accordance with Section 9-3 of"The Greenbook". The lump sum price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus and incidentals for doing all the work required. BID ITEM 2 - PIPELINE CLEANING AND TELEVISION INSPECTION Pipeline Cleaning - Pipeline cleaning shall be performed prior to closed circuit television (CCTV) inspection and rehabilitation. The Contractor shall protect the manholes to withstand forces generated by equipment, water, and air pressure. After cleaning, the Contractor shall also confirm the inside minimum and maximum size (diameter and/ or configuration)of the ppeline. The Contractor shall be responsible for the removal of debris from the pipeline and restore the pipeline to a minimum of 95 percent of the original diameter or area, as shown in these specifications. Pipeline debris is described as, but not limited to, sludge, dirt, sand, rocks, grease, roots and other solid or semisolid materials. Refer to Section 500-1.2 of "The Greenbook", Pipeline Point Repairs, for the removal of obstructions. Some pipeline cleaning methods available are listed herein. When utilizing high-velocity hydraulic cleaning equipment independently or in combination with other cleaning methods, it is recommended that a minimum of two passes with the hydraulic nozzle be done. Additionally, root cutters and porcupines can be attached to the winches for effective root removal. The Contractor shall be responsible for conducting a site inspection of each pipeline prior to rehabilitation to determine which cleaning methods are to be used. These methods shall be submitted to the Engineer for approval in conformance with Section 2-5.3 of"The Greenbook". (a) Hydraulically Propelled Equipment - The equipment shall be a movable- dam type and be constructed in such a way that a portion of the dam may be collapsed at any time during the cleaning operation to prevent flooding of the sewer. The movable dam shall be equal in size to the pipeline being cleaned and provide a flexible scraper around the outer periphery to ensure removal of grease and other debris. If sewer cleaning balls or other equipment, which cannot be collapsed, are DS-2 R used, special precautions to prevent flooding of the sewers and public or private property shall be taken. (b) High-Velocity Hydraulic(Hydro-Cleaning)Equipment-All high velocity hydraulic cleaning equipment shall carry a water tank, auxilliary engines, pumps, and a hydraulically driven hose reel. The equipment shall have a selection of two or more high velocity nozzles capable of producing a scouring action from 15 to 45 degrees in 8-inch sewer line designated to be cleaned. The cleaning units shall have high- velocity nozzles for washing and scouring manhole walls and floors. The nozzles shall be capable of producing flows from a fine spray to a solid stream. ©) Mechanically Powered Equipment- Bucket machines shall be used in pairs with sufficient power to perform the work in an efficient manner. Machines shall be belt- operated or have an overload shutoff device. Machines with a direct drive that could cause damage to the pipe will not be allowed. Bucket machines shall not be used on any host or rehabilitated pipeline that is lined with a plastic pipe or material. A power rotting machine shall be either a sectional or continuous-rod type capable of holding a minimum of 230 m(750 feet)of rod.The machine shall be fully enclosd and have an automatic safety clutch or relief valve. If cleaning cannot be completed from one manhole, the equipment shall be moved and set up on the other manhole and cleaning shall be re-attempted. If successful cleaning still cannot be performed or the equipment fails to traverse the entire pipeline section, it shall be assumed that a major blockage exists. Efforts to clean the lines shall be temporarily suspended and the Contractor shall notify the Engineer. Upon removal of the obstruction, the Contractor shall complete the cleaning operation. The Contractor shall dispose of all debris removed from the pipeline, in accordance with current applicable regulations. Any hazardous waste material encountered during the project shall be considered as a change condition. Refer to Section 3-4 of "The Greenbook". Television Inspection-Closed Circuit Television (CCN) inspection will be required prior to rehabilitation to document the condition of the host pipeline and to verify that it was cleaned per Section 500-1.1.4 of"The Greenbook" as modified herein. A post installation CCTV inspection shall be performed to determine if the rehabilitation method selected was installed per the Contract Documents and that all laterals have been reestablished, as required. All video inspections shall be recorded on a four-head VCR in VHS format, standard play mode. All original videotapes, log sheets, and reports shall be submitted to the Engineer and will become property of the City. CCTV equipment shall include television cameras, a television monitor, cables, power sources, and other equipment. Focal distance shall be adjustable through a range from 25mm (1 inch) to infinity. The remote-reading footage counter shall be accurate to less than 1-percent error over the length of the particular section of pipeline being inspected. This distance is measured from the centerline of the manhole to the centerline of the next DS-3 R manhole. The camera and television monitor shall produce minimum 460 lines of resolution; illumination sensitivity shall be a minimum of 3 lux. Telephones, radios, or other suitable means of communication shall be set up to ensure that adequate communications exist between members of the crew. The CCTV inspection system to be utilized on the project shall be approved by the Engineer prior to the work being performed. CCTV inspection for establishing house connections and laterals shall be performed utilizing system 1 or 2 listed below. CCN inspection shall be performed utilizing one of the following video camera systems: 1) Rotating-head cameras; or 2) Pan-and-tilt cameras. The video camera shall be mounted on a skid, floatable raft system, or transporter based the conditions of the pipeline to be televised. The Contractor shall televise the pipeline during optimum low-flow level conditions, as pre approved by the Engineer.The television camera utilized shall be specifically designed and constructed for sewer inspection. The camera shall be operative in 100 percent humidity conditions. Lighting for the camera shall minimize reflective glare. Lighting and picture quality shall be suitable to provide a clear, in-focus picture of the entire periphery of the pipeline for all conditions encountered during the work. The camera shall be moved through the pipeline in a downstream direction at a maximum uniform rate of 9 m / min (30 ft/ min).The camera shall stop when necessary to ensure proper documentation of the sewer's condition. During the pre-rehabilitation video inspection, if the television camera cannot pass through the entire pipeline section, the Contractor shall reset the equipment at the downstream manhole and attempt to inspect the section of pipe from the opposite direction. If the camera fails to pass through the entire section, it shall be assumed that an obstruction exists. Efforts to televise that section of pipe shall be temporarily suspended and the Contractor shall notify the Engineer. Upon removal of the obstruction, the Contractor shall complete the CCN inspection. If the obstruction is encountered during the post-rehabilitation video inspection, the Contractor shall remove the obstruction by excavation, repair, or other means approved by the Engineer at the Contractor's expense, in order that television inspection may continue, Minimum documentation shall consist of a color, VHS-format videotape, log sheets, and a written report detailing the post-rehabilitation condition of the pipeline and lateral connections/openings. The report shall note the time and date of video inspection, street name, upstream and downstream manholes, direction of view, direction of flow, surface material, pipeline length, pipe section length, pipe size, pipe material, lateral connections, video tape number, counter number,'and a detailed logging of defects encountered. Any rejected work shall be repaired, then re-televised. DS-4 R If the quality of the videotape and inspection is deemed to be unacceptable by the Engineer based on the requirements herein, the pipeline shall be re-televised at no additional cost to the City. Measurement and Payment - Pipeline Cleaning and Closed Circuit Television (CCN) Inspection will be paid for at the Contract Unit Price per linear foot of Pipeline Cleaning and Television Inspection", in accordance with Section 9-3 of"The Greenbook". The unit price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus, and incidentals for doing all the work required. BID ITEM 3, 4 AND 5 - CURED-IN-PLACE PIPE LINER (CIPP Liner) General. CIPP liner for the rehabilitation of pipelines shall use an approved resin- impregnated flexible tube installed by an inversion method using a hydrostatic head or Pull- in method. The resin shall be an approved epoxy, epoxy-vinyl ester or corrosion resistant isophthalic polyester resin. The CIPP liner process shall comply with ASTM F 1216 guidelines on hydrostatic inversion and heated-water cure or ASTM F 1743 for pull-in installation and ASTM D 5813 for materials and testing. The CIPP liner may be capable of expanding up to a maximum of 10 percent. The initial stiffness factor shall conform to Table 500-1.4.1 (A) of"The Greenbook'. Material Composition and Testing - The tube shall consist of one or more layers of flexible, needled felt or an equivalent nonwoven material. The material shall be capable of carrying resin type used, be able to withstand installation pressures and curing temperatures, and be compatible with the resin type used. The approved resin shall be compatible with the application and pipeline environment and be able to cure in the presence of water. The initiation temperature for cure shall be as recommended by the resin manufacturer and approved by the Engineer. The CIPP liner shall have, as a minimum, the initial and long-term structural properties per Table 500-1.4.2 (A) of 'The Greenbook'. The Engineer may, at any time prior to installation, direct the Contractor to obtain cured samples and test them in accordance with the ASTM standards listed in the table. Field Samples-To verify past performance, the Contractor shall submit with his/ her bid a minimum of 15 test results from previous field installations of the same resin system and tube material as proposed for the actual installation. These test results must verify that any physical properties specified have been achieved in previous field applications. Resin and Tube Acceptance -At the time of resin impregnation, the entire tube shall be inspected for defects. The resin shall not contain fillers, except those required for viscosity control,fire retardance, or extension of pot life.Thixotropic agents that do not interfere with visual inspection may be added for viscosity control.Also,the opacity of the plastic coating shall not interfere with visual inspection. Resins may contain pigments, dyes, or colors that do not interfere with visual inspection of the CIPP liner or its required properties. Additives may be incorporated that enhance the physical and/or chemical resistances. DS-5 R Chemical Resistance - The CIPP liner system furnished shall include an epoxy, epoxy- vinyl ester or corrosion resistant isophthalic polyester resin meeting the chemical resistance test requirements of ASTM D 5813. Proof of meeting these requirements shall be submitted with the bid. By-pass Pumping-The Contractorshall prepare and submitto the Engineerfor approval, a comprehensive Bypass Plan detailing the exact methods and procedures to be used for full flow diversion during installation of the CIPP liner. The primary bypass system shall be designed to handle 120% of the peak flow specified herein. A"backup" by-pass pumping system shall also handle 120% of the peak flow. Both systems shall be manifold together for immediate switch over for emergency or testing. Both systems shall be manned 24 hours a day by a trained operator approved by the Engineer. The Bypass Plan shall minimally include the following elements and stipulations: • Written procedures for bypass operations. • Specific location and configuration of pumping equipment for each bypass. • Approximate pipe alignment for each bypass including vehicle accesses provisions. • Full pumping system redundancy is required. • Minimum 8-hour emergency ful storage on-site is required. • Pumping system shall be continuously manned while operating with a qualified operator. • Technical shop drawings for bypass pump(s) indicating peak bypass capacity. • Technical shop drawings for bypass piping system. • Spill response and notification procedures including emergency phone numbers. The approved Bypass Plan shall remain on site during all portions of the work. Specific notification requirements and procedures shall be finalized at the Pre-Construction Meeting. Minimal system storage exists and the Contractor shall design the bypss system to to convey expected peak daily flows. The Contractor shall base his full flow bypass system design on the flow data provided and shall clearly indicate the rated bypass pumping capacity proposed. If significant abnormal rainfall occurs or is predicted during the Contract period,the Owner or Engineer may require the Contractor to stop work and/ or provide additional standby pumping capacity. Reasonable time extensions will be granted and extra work will be paid for in accordance with "The Greenbook". The Contractor is solely responsible for any release of raw sewage due to failure of any component of the bypass pumping system. DS-6 R Installation -The host pipeline shall be cleaned and televised in accordance with Section 500-1.1.4 and 500-1.1.5 of "The Greenbook" as modified herein. The outside diameter of the tube being inserted shall be properly sized to allow for expansion so that the CIPP liner can fit tightly against the host pipe. The CIPP liner shall be instlled in accordance with ASTM F 1216 or ASTM F 1743 and the Contractor's recommendations as approved by the Engineer. Immediately prior to installation, the CIPP liner tube shall be saturated with resin (on or off the job site) and stored/transported at a cool temperature as recommended by the resin manufacturer. Curing - After tube placement is completed, suitable heat source and distribution equipment shall be provided by the Contractor to distribute or recirculate hot water throughout the pipe. Temperature shall be maintained during the curing period as recommended by the resin manufacturer and approved by the Engineer. After the tube is cured, a cool-down period shall be used prior to opening the downstream end, reconnection of services, and returning normal flow back into the system. Heat curing of the resin shall occur ithin the manufacturer's approval recommended time frame (pot life). The water in the pipe shall be cooled to below 38 °C (100 °F) before discharge. Upon curing, the physical properties of the finished CIPP liner shall be verified by the Contractor through a field-sampling procedure in accordance with ASTM D 5813. Hydraulic(Flow)Capacity-Calculations shall be submitted with the bid and must support that the finished rehabilitated pipe shall have at least 100 % of the full flow capacity of the original pipe material. A typical roughness coefficient for the material used in the rehabilitation shall be verified by a third party test data on a minimum 1-year-in-service pipe. CIPP Wall Thickness-The required CIPP wall thickness shall be designed in accordance with the formula for "Fully Deteriorated" pipe given in Appendix XI of ASTM F1216 using Table 500-1.4.2 (A) and the following design parameters: Safety Factor 2.0 Nominal Diameter 8 inches Ovality 2% Maximum External Water 4 feet above pipe Pipe Depth 8 feet Soil Density 120 pcf Soil Modulus 1,000 psi Loading H 20 Highway Loading Long term Flexural Modulus of Elasticity (EI) shall be a minimum 50% reduction of the Flexural Modulus of Elasticity (EI). Contractor shall submit 10,000 hour third party long- term Flexural Modulus test data. Test shall be in accordance with ASTM D2990 at 10,000 hours or equal test as approved by the Engineer. If no approved 10,000 hour test results DS-7 R are available, Contractor shall use a minimum 75% reduction (25% retention) of the Flexural Modulus for formula calculations. The minimum CIPP wail thickness allowable shall be 0.2 inches and designed to accept Highway H2O loading. Contractor shall submit with the bid, along with the Contract Proposal, the following: a. CIPP corrosion testing data on proposed resin and fabric tube in accordance with ASTM D5813. b. CIPP physical properties testing (3rd party) for initial flexural modulus and strength per ASTM D 5813 and D 790. C. CIPP 10,000 hourthird party long-term Flexural Modulus test data, if available. Test shall be in accordance with ASTM D2990 at 10,000 hours or equal test as approved by the Engineer. d. The pipe thickness for CIPP Form appendix 1 of these specifications. Contractors shall attach all calculation sheets for pipe thickness. Repair and Rejection - Internal and external repairs may be made to CIPP liner pipe in accordance with the manufacturer's recommendations and approval by the Engineer. Internal repairs may be made with approved fabric and epoxy, epoxy-vinyl ester or corrosion resistant isophthalic polyester resins to restore strength and integrity. External repairs may be made by using standard plastic pipe repair techniques, includiung replacement of the damaged section using PVC pipe coupled to the CIPP liner, as approved by the Engineer. Refer to Section 500-1.1.8 of"The Greenbook". Sampling, Testing and Installation - All materials shall be sampled and tested in accordance with Section 500-1.4.2 of "The Greenbook". Rehabilitation methods and materials shall meet the chemical resistance requirements of ASTM D 5813.Test methods, specifications, standards, and the required quality control procedures for testing and installation are listed in each subsection. The installed CIPP shall be sampled in accordance with ASTM D 5813, Section 7 Sampling. The samples shall be tested for thickness in accordance with ASTM D 3567 and meet the requirements of ASTM F 1743, Section 8.1.6 CIPP Wall Thickness, to assure conformance with the approved wall thickness for this project. Flexural properties shall be tested in accordance with ASTM D 790 to assure conformance with the properties of Table 1 of ASTM F 1216. Pipeline Point Repair- Based on the Engineer's review of the CCTV inspection tapes, no pipeline point repairs are anticipated to be necessary prior to installation of the CIPP liner, other than those shown on the plans. If the Contractor's preliminary CCN inspection identifies pipeline defects requiring point repairs that were not shown on the plans these required point repairs shall be considered extra work when approved by the Engineer and shall be performed in accordance with Section 500-1.2 of"The Greenbook". DS-8 R Prior to beginning any point repair, the Contractor shall submit shop drawings for all pipes and repair materials proposed for use to the Engineer for review and approval. Sewer flow bypass, if needed, during pipeline point repair shall be in conformance with the Bypass Plan required by this section of these specifications. Miscellaneous: (a) Service Connections, Notification to Busiunesses and Residents, and Interim Sewer Service - The Contractor shall be responsible for locating and reconnecting all service connections and cleanouts per bid item 6 of these specifications and to the satisfaction of the Engineer. Fourteen days and again two working days prior to the shut down of the sewer main or laterals, the Contractor shall provide written notification of work activities to all local users and provide interim sewer service to businesses and residents, as specified below and approved by the Engineer: For all businesses and residences that are within the work area and whose sewage flows drain into the pipeline under repair,water and sewer service can be shutdown between 8AM and 9 PM for one day only. Where night work is specified, water and sewer service can be shutdown between 10 PM and 6 AM. Water shutdown shall be done by the City of San Juan Capistrano Water Department upon the Contractor's request and with enough notice prior to start of work. Contractor shall provide each of these residences and businesses with sufficient amount of bottled water and temporary portable toilets for that day. Each residence or business shall be provided with one portable toilet unit. These units can be used for the residences/ businesses along the next phase of pipeline rehabilitation. A tank of potable water can be parked in the street with the appropriate traffic control. (b) Cleanup - Cleanup and dust control shall comply with "Dust Control and Construction Cleanup" under INCIDENTALS section of these specifications. ©) Manhole Protection - During the rehabilitation process, the Contractor shall protect the manholes to withstand the forces generated by equipment, water, and air pressures used while completing the rehabilitation installation. Rejection - If the Contractor has used any material or method that has not been approved by the Engineer,the Contractor shall, at its sole expense, remove the entire rehabilitated pipe and replace it with new pipe as directed by the Engineer.All damaged rehabilitation materials and pipe rejected by the City shall be promptly removed from the project site at the Contractor's expense and disposed of in accordance with current applicable regulations. Measurement and Payment - CIPP liner shall be measured along the longitudinal axis between the ends of the pipeline, as ,shown on the Location and Improvement Plan, and shall not include the inside dimensions of the structures. The price per linear foot for "CIPP Liner" shall be considered full compensation for furnishing and installing all fittings, connections, seals, and special work shown on on the DS-9 R Location and Improvement Plan and in these Specifications. Additionally, the unit price shall include all labor, materials and equipment required to perform the CIPP process, all sewage by-pass pumping, any additional CCN inspection needed just before the lining process, public notification, supply of drinking water and portable toilets to the residences during water and sewer service shutdown and if required, removal of interfering portions of existing sewers, storm drains, and other improvements; closing or removing of abandoned pipelines and structures. If pipeline point repair is needed per paragraph "Pipeline Point Repair" above within this bid item, the unit price per linear foot of "Pipeline Rehabilitation" shall include all work required for these point repairs including excavation of the trench and/or access/insertion pits; control of ground and surface waters; preparation of the subgrade; placing and joining of pipe, any necessary annular space grouting; backfilling of the trench and/or access/insertion pits; temporary and/or permanent resurfacing; and all other work necessary for pipeline point repair and rehabilitation, complete and in place. BID ITE 6 - SERVICE CONNECTION CUTS Prior to the CIPP lining process and during the pre-lining CCTV inspection, the Contractor shall test the existing service connections using the appropriate method to identify active laterals openings that need to be cut open. That can be performed using dyes flushed through residences service laterals while Closed Circuit Television (CCTV) recording is running through the 8" sewer line. The lateral inspection report shall be submitted to the Engineer for a final approval on laterals to be opened. After the CIPP has cured, the Contractor shall reconnect all active sewer laterals and cleanouts,This shall be accomplished without excavation from the interior of the lined pipe using a Closed Circuit Television camera and a remote-control cutting device. Lateral pipes shall be reconnected with a whole diameter that is at least 90% and no more than 100% of the inside diameter of the original connection. The opening cut for laterals and cleanouts shall be flush with the invert of the original connection. The Contractor shall have a backup cutting system on site. All material cut from the liner to reconnect laterals and cleanouts, and any miscellaneous material resulting from the cutting operations, shall be removed from the pipe by means as approved by the Engineer. If CIPP is installed without access to mid-block manholes,the CIPP shall be opened in this matter at each of these manholes. The Contractor shall notify all affected parties in writing at least two full business days before taking sewer laterals out of commission. Said notice shall specify the time frame laterals will be out of service and shall advise parties against water usage during such time(e.g.,running water,washing laundry, flushing toilets, etc.), or notify them of water service shutdown for the work period. Immediately after sewer laterals are reconnected,the Contractor shall notify all affected parties that their water and sewer service has been reactivated and is fully operational.All sewer laterals must be reconnected at the end of each working day. The Contractor shall pay the City the sum of $50.00 per hour for each and every sewer lateral that is out of service after 9:00 p.m., Monday through Friday, or 6:00 am for nightwork areas unless otherwise permitted by the Engineer. DS-10R Following reconnection of sewer laterals, the Contractor shall conduct A Closed Circuit Television inspection of the lined pipe in presence of the engineer. The Contractor shall provide the engineer with one original videotape of the inspection covering the entire length of the completed work. The tape shall be provided to the Engineer immediately upon completion of the video inspection. If the Contractor desires to have an original copy of the videotape, then the Contractor shall record two tapes simultaneously during the video inspection. One tape shall become the property of the City and the second shall be the property of the Contractor. Video quality shall be in accordance with Section 500-1.1.5,"Television Inspection"of"The Greenbook"and these Detail Specifications.The Contractor shall use color VHS video equipment and a rotating-head camera. The videotape shall indicate the date and time of the post-installation inspection and a running total of pipeline footage. Tapes of low quality such as poor lighting and technical irregularities will be rejected. Prior to acceptance of the work, the engineer shall review the tape of the post-installation video inspection and detainee whether and where portions of the work are not in conformance with ASTM F 1216-98, Section 500-1 .4, "Cured-16-Place Pipe Liner (CIPP Liner)" of"The Greenbook" and these Detail Specifications. The Contractor shall correct all such portions by means as approved by the Engineer. Measurement and Payment - Service) Connections Cuts shall be paid for at the Contract Unit Price per Each, in accordance with Section 9-3 of 'The Greenbook". The unit price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus, and incidentals for doing all the work required; including all work needed to identify active laterals. BID ITEM 7 -HOUSE BY-PASS PUMOING In case sewer service to a residence or business cannot be shutdown, house by-pass pumping will be necessary. This can be performed by pumping sewage through individual house sewer, cleanout. In case a sewer cleanout is not found, Contractor shall construct an accessible sewer cleanout along the existing sewer lateral, per City of San Capistrano Standard Plan 808. Measurement and Payment- House b�-pass pumping shall be paid for at the Contract Unit Price per Each, in accordance with Section 9t of'The Greenbook". The unit price shall be considered full compensation for furnishing all labor, materials, tools, equipment, apparatus, and incidentals for doing all the work required. BID ITEM 8 - OFF-STREET STORAGE OF EQUIPMENT AND MATERIALS The work for this item shall consist of complying with the modified requirements of Section 7-10.2, Storage of Equipment and Materials in Public Streets, in the contract Special Provisions. Measurement and Payment - The lump sum price for this item shall include all labor, materials, tools and equipment necessary to carry out the work as specified and no additional compensation shall be made therefor. DS-11R Where it is shown on the plans, reconnect existing house connection in accordance with the City Standard Plan No. 803. This Item shall include street reconstruction. Measurement and Payment- The unit price for reconnecting existing house laterals shall include all labor, material, backfill, excavation, incidentals and equipment necessary to perform the work and no additional compensation will be allowed. BID ITEM 16-ABANDON EXISTING SEWER Following work under Bid Item 15, where it is shown on the plans, the existing sewer pipe shall be abandoned in accordance with Section 306 of"The Greenbook". Measurement and Payment-The unit price per lineal foot for abandon existing sewer shall include all labor, material, backfill, excavation, incidentals and equipment necessary to perform the work and no additional compensation will be allowed. BID ITEM 17-ABANDON EXISTING MANHOLE Following work under Bid Item 15, where it is shown on the plans, the existing manhole shall be abandoned in accordance with Section 306 of"The Greenbook".This Item shall include street reconstruction. Measurement and Payment-The unit price each for abandon existing manhole shall include all labor, material, backfill, excavation, incidentals and equipment necessary to perform the work and no additional compensation will be allowed. BID ITEM 18- RAILROAD PERMITS Where work is in or adjacent to the Railroad Right of Way the Contractor shall obtain necessary Railroad permits and pay for necessary flagmen. Contractor shall also comply with Permit Agency's requirements when doing this work. An allowance of$10,000 has been provided in the Schedule of Work Items Measurement and Payment- Payment under this item shall be based on actual payments made by the Contractor. BID ITEM 19-CALTRANS PERMITS Contractor shall obtain Caltrans permits when work is in their right-of-way, such as Junipero Serra Road and pay for necessary Caltrans inspections. Contractor shall also comply with Permit Agency's requirements when doing the work in its right-of-way. An allowance of$3,000 has been provided in the Schedule of Work Items. Measurement and Payment- Payment under this item shall be based on actual payments made by the Contractor BID ITEM 20 - INSTALL 60 INCH DIAMETER MANHOLE IN EL CAMINO REAL DS-13R Prior to the work in bid item 16 as shown on the plans the contractor shall construct a 60 inch diameter manhole and pipework to collect the upstream 10 inch and 8 inch diameter flows and transfer them to the downstream 10 inch diameter sewer. Measurement and Payment- The lump sum price bid install the 60 inch diameter manhole in EI Camino Real shall include all labor, material, backfill, excavation, incidentals and equipment necessary to perform the work and no additional compensation will be allowed. INCIDENTALS The following items are considered incidentals to the bid items shown above and will not be paid for separately. Accordingly these costs should be prorated to the appropriate bid items. A. PUBLIC NOTIFICATION 1. The Contractor will notify the occupants of all affected properties fourteen days and again two working days in advance of construction operation. 2. Should scheduled work need to be cancelled the Contractor will notify the occupants of all affected properties as soon as possible and provide them again two working days in advance of construction operation. The Contractor's notification shall be accomplished by the hand delivering of individual letters of notification to the area residents fronting the various streets within the scheduled construction area. A facsimile notification letter shall be submitted for review by the Engineer fourteen days prior to its intended use. 3. Work impacting schools shall be scheduled for non school days during the working week. Measurement and Payment- Public Notification will not be measured and paid for directly but shall be considered as a subsidiary obligation of the Contractor with costs included in the prices bid for the items to which they apply. Public Notification shall include furnishing all labor, materials, tools, transportation, signs, sign support structures, equipment and incidentals necessary to carry out the work as specified and no additional compensation shall be made therefor. B. TRAFFIC CONTROL AND PUBLIC SAFETY The Contractor shall prepare traffic control plans designed by a registered traffic engineer for work in Camino Capistrano, Junipero Serra, Ortega Highway, Del Obispo Street and EI Camino Real. All other traffic control shall be in accordance with the WATCH manual. Traffic Control Plans and/ or any proposed changes thereto are subject to the approval DS-14 of the Engineer prior to implementation and may be modified as required while in operation to the satisfaction of the Engineer. Measurement and Payment-Traffic Control and Public Safety will not be measured and paid for directly but shall be considered as a subsidiary obligation of the Contractor with costs included in the prices bid for the items to which they apply. Traffic Control and Public Safety shall include furnishing all labor, materials, tools, transportation, signs, sign support structures, equipment and incidentals necessary to carry out the work as specified and no additional compensation shall be made therefor. C. DUST CONTROL AND CLEANUP Dust control and construction cleanup shall conform to Section 7 of"The Greenbook". Measurement and Payment - Dust Control and Cleanup will not be measured and paid for directly but shall be considered as a subsidiary obligation of the Contractor with costs included in the prices bid for the items to which they apply. Dust Control and Cleanup shall include furnishing all labor, materials, tools, transportation, signs, sign support structures, equipment and incidentals necessary to carry out the work as specified and no additional compensation shall be made therefor. DS-15R 2- 12" LONG V.C.P. ' JOINTS AT INLETS i DI _ AND OUTLET WHEN BROKEN END OF PIPE IS WITHIN MANHOLE, BREAK THE PIPE FLUSH WITH INSIDE OF MANHOLE WALL t AND PLASTER BROKEN EDGES SMOOTH. WHEN _ UNBROKEN END OF PIPE IS IN MANHOLE,LEAVE SQUARE 3 END AND FILL FIId.1TS AT UPPER SECTION TO DRAIN. j THE CROWN ELEVATION OF ALL PIPES SHALL BE THE SAME AS THE CROWN ELEVATION OF T'IIE LARGEST PIPE UNLESS OTHERWISE INDICATED. THE FIRST TWO PIPE JOINTS INTO AND OUT OF EACH MANHOLE SHALL BE A 1' SECTION. R=2xD MANHOLE SHAFT OPENING TO BE PLACED ON I D2 DOWNSTREAM SIDE OF MANHOLE. LADDER RUNGS ARE - - - - - REQUIRED. SEE SPECIAL PROVISIONS FOR THE � CONSTRUCTION OF SANITARY SEWERS,SECT.1-05. 6" 24" 6" 24" PLAN 7 N e{ H1 6" TOP STEP-3" OTHER STEPS 5"f 4 I CONE DETAIL Iz" J w ',_ Tl/T2- STIRRUP1TYPE SAFETY STEPS SPACED 16" O.C. ^ GROUT ARE CAST IN PLACE AT T?v1E OF MANUFACTURE STEP DETAIL JOINT DETAIL STEP NOTE: MATERIAL SHALL BE 3/4" DIA.STEEL CONFORMING TO A.S.T.M.A- 15 OR A- 107 GALVANIZED AFTER FABRICATION IN ACCORD WITH A.S.T.M.A- 123. fi�L 1776 City of San' Juan Capistrano REVISIONS STANDARD 48" MANHOLE PLAN NO. 801 ��o>•[� 7/20/95 APPROVED BY CITY ENGINEER.WILLIAM M.HUBER R.C.E.31795 DATE Six 1 OF? CONCRETE(520-C-2500)COLLAR PLASTER FILLET IN UNPAVED AREAS TOP OF PAVEMENT IN PAVED AREAS OR EXISTING GRADE 1/2"CEMENT MORTAR 2-3" COLLAR SECTIONS a o 2~4 CONE SHALL BE ECCENTRIC TO THE DOWN STREAM SIDE OF THE MANHOLE 1/2"GROUT BETWEEN 48" BEVEL JOINTS W «—+ SEE SHEET 1 N a FOR STEP DETAIL a PE 0.2' R 4 CROWN ELEVATION TO BE EQUAL BASE POURED AGAINST UNDISTURBED SOIL. NOTES: 1. 48"I.D.MANHOLE TO BE USED ON SEWERS 20" IN DIAMETER AND LESS. 2. USE 60" I.D.MANHOLE WHEN Z IS EQUAL TO OR GREATER THAN 12'. 3. SEE STD PLAN NO. 807 FOR FRAME AND COVER DETAILS. 4. MANHOLES IN UNPAVED AREAS ADJACENT TO TRAVELLED WAYS SHALL BE JM e PROTECTED BY METAL POSTS SET IN CONCRETE TO THE CITY'S SATISFACTION. 5. MANHOLES PLACID IN UNPAVED AREAS SHALL HAVE FRAME AND COVER 1'6" ® q p ABOVE EXISTING GRADE. y 7 im 1716 City of San'l Juan Capistrano REVISIONS STANDARD 48'° MANHOLE PLAN NO. 801 �1� v "`/;"" '120/95 \ APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R-C.E.31785 DATE SHT?OF 2 12" SECTION-INLET CUT PIPE FLUSH WITH INSIDE AND OUTLET(TYR) OF MANHOLE. BROKEN EDGES SHALL BE PLASTERED I 24" LONG SECTION WHEN WITH A CEMENT MORTAR TO MAINLINE IS 21" VCP OR GIVE A SMOOTH ENTRANCE I LARGER-QVI E 1 AND OUTLET TO THE PIPE. THE CROWN ) ELEVATION OF ALL PIPES SHALL BE THE SAME AS THE CROWN ELEVATION OF THE T• LARGEST PIPE UNLESS 2- 12"LING VCP JOINT OTHERWISE)NDICATID. AT INLET'S CI'YP.) FLOW THE MANHOLE SHAFT' ` Z OPENING SHALL BE PLACED ON THE DOWNSTREAM SID OF =2XD TIL MANHOLE. ' 7 " IT L - - -r - - 24" 2" 1 T PLAN r pX ECCENTRIC FLAT TOP DETAIL �'• y 311/16" 8 21/8" 2 3/16" 2-#4 BARS fO1� - — I2 6„ 2/�4 GROUT 3 3/4" JOINT DETAIL. f 12#4 BARS HOOKED AT EACH END tY ECCENTRIC FLAT TOP iiii' City of Sao Juan Capistrano REVISIONS STANDARD 601" MANHOLE PLAN NO. 802 ��orV 7/20/95 APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SIiT 1 OF 2 CONCRETE(520-C-2500)COLLAR PLASTER FILLET WITH IN PAVED AREAS CEMENT MORTAR IN UNPAVED AREAS -_- TOP OF PAVEMENT T ---------------- 6" OR EXISTING GRADE o 2- 3" COLLAR S /2" CEMENT MORTAR I -6" COLLAR SECTION 24 PRECAST CONCRETE STANDARD 30" I.E.H.D.M6 RING SECTION SPCTTO ECCENTRIC CONE 30"z 60"x 27" HIGH y g . WITH 8" THICK WALLS �• CEMENT MORTAR FILLET .. _ ------------ 30"I.D.06" O.D.ECCENTRIC FLAT TOP.ECCENTRIC TO THE DOWN STREAM SIDE OF THE a " MANHOLE. OSEE STD PLAN NO.801 STEP DETAILS 60" 8" F < O O oo 4 I"SL N w 4 i•\R_,4,• POUR BASE AGAINST UNDISTURBED SOIL NOTES: ELEVATION 1. THE STANDARD 60 INCH MANHOLE SHALL BE USED ON SEWERS 24" IN DIAMETER AND LARGER,OTHER SPECIAL CASES,OR WHEN Z IS 12'OR GREATER 2. SEE STD.PLAN NO-M FOR FRAME AND COVER DETAILS. Joan 3. MANHOLES IN UNPAVED AREAS ADJACENT TO TRAVELLED WAYS SHALL BE w PROTECTED BY METAL POSTS SET IN CONCRETE TO THE CITY'S SATISFACTION. 4. MANHOLES IN UNPAVED AREAS SHALL HAVE FRAME AND COVER 1'6" ABOVE G= i•••- EXISTING GRADE. '. loft . 17761 :\ City of San Juan Capistrano REVISIONS STANDARD 60" MANHOLE PLAN NO. 802 GCli.Os'[� /� i� 7/20/95 APPROVED BY CITY INGII�EER,WILLIAM M.HUBER R.C.E.31785 DATE SHT—20F 2 CASING PIPE BACKFILL WITH 4-#4 DIA CONTINUOUS LEAN GROUT CARRIERPII'E / OVERALL BELL CLASS 420-C-2000 MECH.JOINTS DIMENSIONS 4" STRAP TWO ` /I 1" MIN. C.L. 4" _ SKIDS TO PIPE Q 70" TYPICAL PIPE CASING -4" CARRIER PIPE SHALL BE ANCHORED #4 DIA HOOPS i AND/OR WEIGHTED PRIOR TO GROUTING AT 24"O.C. IN ORDER TO AVOID FLOATING. REINFORCED CONCRETE ENCASEMENT CONCRETE ENCASEMENT SHALL BE EXTENDED 3"FROM BELL AND A ONE FOOT SECTION OF PIPE SHALL BE USED BEFORE AND AFTER THE ENCASEMENT. APPLY FORM OIL OR THIN PLASTIC SHEET OR OTHER ACCEPTABLE MATERIAL TO PREVENT BONDING. VARIABLE 60" MIN PROPERTY COVER AT PROPERTY LINE 6 LINE 1/4" PER FOOT MIN. SLOPE V.C.OR NEOPRENE V.C.P.WYE 1/8& 1/16 BENDS STOPPER AS REQ'D. LOCATE SEWER WITH A 1- 1/2" HIGH"S"CHISELED IN L GRAVEL OR CRUSHED, OF CURB WHERE THE LATERAL CROSSES UNDER ROCK BEDDING TO THE CURB. ARE NO CURB EXISTS OR WHERE THE SPRINGLINE OF WYE LATERAL ENDS 8" OR MORE BACK OF CURB,PLACE A AND 1.0 FEET EACH SIDE 4"x4"x3' STAKE EXTENDING 2" ABOVE FINISH GRADE. OF LATERAL. WHERE V.C.P.IS INSTALLED WITHOUT HOUSE LATERAL,THE J WYE SHALL BE PLUGGED WITH A V.C.PLUG OR NEOPRENE STOPPER. TYPICAL HOUSE LATERAL City of San Juan Capistrano REVISIONS PIPE CASING, CONCRETE ENCASEMENT STANDARD PLAN NO. & HOUSE LATERAL / � ] /� 't/"" 7120/95 803 APPRO VED BY CITY INGINEER WB..LIAM M.HUGER RC.E.31785 DATE SHT t OF I lo A ( 45° THE BELL ON THE COLLAR WYE SADDLE SHALL NOT / BE ENCASED IN CONCRETE ' - TAP TO BE MADE AT APPROX.r. JOINT. ENCASE 12"EACH SIDE OF THE OPENING WITH CLASS 420-C-2000 P.C.C. L�A 45" ELEVATION / CONCRETE ENCASEIdENT L •1. BELOW-DEMEL MAKING CONNECTION TO E NG SEWER_FOR MAKING 6••r.ArHttAL aI.ON8"MAIN OR AS REQUIRED 6^ 6'• BY THE CITY ENGINEER SECTION A-A EXIST.V.C"P. +//EXIST.V.C.P. � 1 1 � 1 I l �� i "BAND SEAL"ADJUSTABLE REPAIR V.C.P.TEE OR WYE SECTION COUPLING,OR APPROVED EQUAL WITH PLAIN ENDS (2 REQ'D.) COLLAR WYE SADDLE r:rl � me City of San Juan Capistrano .,.� REVISIONS STANDARD SADDLE CONNECTION PLAN NO. 806 7/20/95 APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE Sgt' 1 OF 2 NOTES: 1. THE SEWER LINE SHALL BE SCORED TO THE APPROXIMATE SHAPE OF THE COLLAR WYE OR TEE FITTING. THE CONTRACTOR SHALL EITHER CUT A NEAT OPENING WITH A CIRCULAR SAW OF 2",4",6' ,OR 8"DIA METERS,OR MAKE A SMALL HOLE,NOT LARGER THAN ONE-INCH IN DIAMETER,IN THE APPROXIMATE CENTER OF THE SCORED AREA WITH A POINTED TOOL, SIMILAR TO A MASON'S PICK,AND CHIP WITH A CHISEL AND SHORT HANDLE,HAND HELD HAMMER IN A SPIRAL FASHION TO THE SCORED LINE. 2. TIM CONTRACTOR SHALL SECURE THE COLLAR WYE SADDLE TO THE SEWER AS APPROVED BY THE CITY ENGINEER 3. THE CONTRACTOR SHALL ENCASE THE SADDLE CONNECTION WITH CLASS 420-C-2000 P.C.C. AFTER THE CONNECTION IS APPROVED BY THE,CITY ENGINEER TO THE LIMITS INDICATED ABOVE. 4. THE CONTRACTOR SHALL BEEP ALL CLAY CHIPS,DIRT,EPDXY,MORTAR,AND CONCRETE OUT OF THE SEWER SADDLED,AND SHALL PERFORM A CLEANING AND BALLING OF THE REACH SADDLED IF DIRECTED TO DO SO BY THE CITY ENGINEER- 5. NGINEER5. THE CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED PIPE AS DIRECTED BY THE CITY ENGINEER ` 6. THE CONTRACTOR SHALL EPDXY ALL SADDLE CONNECTIONS TO THE SATISFACTION OF THE CITY ENGINEER. �,qqd«aw 'mc na City of San Juan Capistrano :E...�' REVISIONS STANDARD SADDLE CONNECTION PLAN NO. �y 806 7/20/95 APPROVED BY CITY ENGINEER,WILLIAM M.HUBER R.C.E.31785 DATE SHT 2 OF-2 ji ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 3/4" HOLE 3/4" ❑ ❑ ` cl 1) ❑ IC 0o COVER - BOTTOM VIEW COVER- TOP VIEW T r,3I6"� 3!4" SECTION C - C B B NOTES: CAST IRON SHALL HAVE MIINIIIMUM TENSILE STRENGTH OF 30,000 LBS.PER SQ.INCH. ALHAMBRA FOUNDRY CO.TYPE A-1270 OR EQUAL RING PLAN WEIGHT OF FRAME AND COVER=440 LBS.MINIMUM 34" CASTINGS SHALL CONFORM TO A.S.T.M. 23 1 A 48 CLASS 35. J� is SECTION B - B 1776 City City of San Juan Capistrano REVISIONS STANDARD MANHOLE STANDARD PLAN NO. FRAME AND COVER g�7 ,/-"," 7/20195 APPROVED BY CITY ENGINEER,WHJ M.HUBER R.C.E.31785 DATE SHT 1 OF l i COVER, FRAME&CONC. PAD TYPICAL FOR 6",8",OR 10" I.D.SEWER 1 STREET SURFACE COWER 1 CASTING Icqto- CLASS 560-C-3250 P.C.C. I I SIDE VIEW I l 1 I i l � I 1/8 BEND I" FINGER 11 'O I OLE I 24" \p . C'v T WYE BRANCH ALHAMB FOUNDRY PLUG A- 1240,OR EQUAL CL MAIN LINE V.C.P. TOP VIEW NOTES: ,VAM 1. CLEAN-OUT PIPE MUST BE SAME DIAMETER AS MAINLINE SEWER 2. CLEAN-OUTS ARE FOR COMMERCIAL OR INDUSTRIAL USE ONLY AND ARE TO BE LOCATED AT It. ne• vn City of San Juan Capistrano ..►� REVISIONS STANDARD STANDARD CLEAN - OUT PLAN't/"" NO. 808 /e i 7/20/95 APPROVED BY CITY ENGINEER,WRLIAM M.HUBER R.C.E.31795 DATE SRT l OF 1 CIPP PIPE THICKNESS FORM (To be submitted with bid.) Provide the following information for use in calculating the pipe thickness. Contractor: Project: Flexural Modulus: Initial Flexural Modulus: (Ei) = psi (Please attach test data.) Long-term Flexural Modulus (EL) = psi (Please attach third party 10,000 hour test data.) Note: If no long-term flexural modulus test data is available, the following value will be used for EL: EL = (0.25) * (Ei) = psi Pipe Thickness: Calculate the thickness using the formula in Appendix XI of ASTM F-1216 for "Fully Deteriorated Pipe" and the previously given parameters. t = inches (Please attach all calculation sheets.) City of San Juan Capistrano CIP No. 728 • • • • CITY OF SAN JUAN CAPISTRANO • COUNTY OF ORANGE STATE OF CALIFORNIA • • • • • • SPECIFICATIONS AND CONTRACT DOCUMENTS • MAJOR SEWER REPAIRS • • • • • • • • Members of the City Council • WYATT HART , MAYOR • DAVID M. SWERDLIN JOE SOTO DIANE BATHGATE SAM ALLEVATO • • CITY MANAGER DAVE ADAMS • • DIRECTOR OF ENGINEERING AND BUILDING NASSER ABBASZADEH • FEBRUARY 2005 • • • • • • • • • • TABLE OF CONTENTS • • • MAJOR SEWER REPAIRS • • TITLE PAGE CONTRACT DOCUMENTS - - - NoticeInbifing Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 - -- • Bid Proposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 • Schedule of Work Items . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 • Non-Collusion Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Designation of Sub-Contractors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 • Instructions to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 • Bid Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BB-1 • Performance Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PB-1 Labor & Material Bond . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LM-1 • • CONTRACT Contract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-4 • SPECIAL PROVISIONS • • Work to be Done . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-1 • Section 1 Standard Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-1 Section 2 Terms Defined . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 • Section 3 Flow and Acceptance of Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 • Section 4 Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 • Section 5 Insurance and Overhead Costs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 Section 6 Protection of Existing Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-3 • Section 7 Protection of Private Property . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-4 • Section 8 Construction Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-4 • Section 9 Pre-Construction Coordination Meeting . . . . . . . . . . . . . . . . . . . . . . . SP-4 • Section 10 National Pollutant Discharge Elimination System . . . . . . . . . . . . . . . . SP-4 Section 11 Preservation of Survey Monuments . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-5 • Section 12 Monumentation Identification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Section 13 Special Provisions for the Construction of Sanitary Sewers . . . . . . . . SP-6 • Section 14 Hours of Work (Night Work) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 • Section 15 Order of Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SP-6 Project Schedule Form . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • • • • • • • DETAIL SPECIFICATIONS AND METHOD OF PAYMENT • Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 • General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 • Submittals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-1 Bid Item 1 - Mobilization and Demobilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-2 • Bid Item 2 - Pipeline Cleaning and Television Inspection . . . . . . . . . . . . . . . . . . . . . . . . . . DS-2 • Bid Item 3 - Cured-In-Place Pipe Liner for 6" dia. Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . DS-5 • Bid Item 4 - Cured-In-Place Pipe Liner for 8" dia. Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-5 . Bid Item 5 -Cured-In-Place Pipe Liner for 12" dia. Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . DS-5 Bid Item 6 - Service Connection Cuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-9 • Bid Item 7 - House by-pass Pumping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-11 • Bid Item 8 - Off Street Storage of Equipment and Materials . . . . . . . . . . . . . . . . . . . . . . . DS-11 • Bid Item 9 - Compliance with NPDES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-11 • Bid Item 10- Install New Cover& Frame . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-11 • Bid Item 11 - Raise Existing Manhole to Grade . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 12 - Rehabilitation of Existing Break in Connections . . . . . . . . . . . . . . . . . . . . . DS-12 • Bid Item 13 - Point Repair of Existing Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 • Bid Item 14 - Reconnect Existing Laterals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 • Bid Item 15 -Abandon Existing Sewer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 • Bid Item 16 -Abandon Existing Manhole . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-12 Bid Item 17 - Obtain Rail Road Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-13 • Bid Item 18 - Obtain Caltrans Permit . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-13 • • INCIDENTALS • A. Public Notification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-13 B. Traffic Control and Public Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-14 • C. Dust Control and Construction Cleanup . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DS-14 APPENDIX A • Special Provision for the Construction of Sanitary Sewers • APPENDIX B • • FP-3 Roads, Streets and Highways Operation and Maintenance • FP-5 Solid Waste Handling FP-6 Water and Sewer Utility Operation and Maintenance • • • • • • • • • • • • • • • • MAJOR SEWER REPAIRS NOTICE INVITING BIDS Public notice is hereby given that the City of San Juan Capistrano will, up to 2:00 p.m., on the • 7th day of March 2005 receive sealed proposals or bids for the Major Sewer Repairs in • accordance with the approved Plans, Specifications, Special Provisions, and the Standard • Specification for Public Works Construction, 2000 Edition, including all supplements therefore, on file in the office of the City Clerk of the City of San Juan Capistrano, California. Bids will be • received until the time hereinbefore stated at the City Clerk's Office, San Juan Capistrano City • Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. • The project involves the trenchless rehabilitation of approximately 3,500 feet of 12, 8 or 6 inch • sewer line, installation of new frame and cover for manholes, raising existing manholes to the • existing grade, rehabilitating of break-in connections and point repair of approximately 40 feet. • • No bid will be received unless it is made on a proposal provided within these specifications. Any • person desiring to submit a bid proposal in response to this bid package must first purchase the bid package. Each proposal or bid must be accompanied by a certified check, cash, cashier's • check, or bidder's bond payable to the City of San Juan Capistrano in the sum of not less than • ten percent of the total bid amount. • • The bid check, cashier's check or bidder's bond of the successful bidder will be forfeited to the • City of San Juan Capistrano in the event such successful bidder fails to enter into the required contract within 15 days after the written notice that said contract has been awarded to him for • the work. • • A pre-bid conference is scheduled at 2:00 p.m. on the 280' day of February 2005, in the City • Council Chambers. The contractor shall have the opportunity for clarification or interpretation of any point or points of question within the plans and contract documents or specifications. It is • the contractor's responsibility to be in attendance at this conference to receive any information • disclosed during the proceedings, for the City of San Juan Capistrano shall not disseminate any • records of the conference. Exclusive of written addenda and this pre-bid conference, the City of • San Juan Capistrano shall not be responsible for any instructions, explanations, or interpretation • of the plans, specifications, and contract documents presented to the bidders in any manner. • The successful bidder, simultaneously with the execution of the contract, will be required to • furnish a Faithful Performance Bond equal in the amount of one hundred percent (100%) of the • contract price. The surety Bond Company must be selected from among the surety companies • set forth in the Standard Specifications. • The City Council reserves the right to reject any and all bids received and to compare the • relative merits of the respective bids and to choose that, which in the opinion of the City of San • Juan Capistrano, will best serve the interests or needs of the City of San Juan Capistrano. • • • • • • • • • • A time limit of one hundred and twenty (120) calendar days has been set for the completion of • the work, from the date of the Notice to Proceed. • BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor Code of the State of • California, copies of the prevailing rate of per diem wages, as determined by the Director of the • State Department of Industrial Relations, are on file in the office of the City Clerk and shall be • made available to any interested party on request. • Copies of plans and specifications are on file in the office of the City Clerk of San Juan • Capistrano, 32400 Paseo Adelanto, San Juan Capistrano, California. Copies of the plans and • specifications for use in preparing bids may be obtained at the'Office of the City Clerk, San Juan • Capistrano, at the address shown above. One set of plans and specifications is available for • each general contractor proposing to submit a bid for said work. A charge in the amount of$30, • non-refundable, is required for obtaining each set of plans and specifications. There will be a $10 charge for postage and handling on all plans and specifications mailed. • • Each bidder shall state the California Contractor's License Number and Classification of such • bidder so bidding, as no bid will be accepted from a Contractor who has not been licensed in • accordance with the provisions of the laws of the State of California relating to the licensing of Contractors. • This Notice is hereby given and published by order of the Council members of the City of San • Juan Capistrano and is dated this 3rd day of February, 2005. • WY CLERK OF SAN JUAN CAPISTRANO NGE COUNTY, CALIFORNIA • • • • • • • • • • • • • • • • • • • BID PROPOSAL • For the: MAJOR SEWER REPAIRS • • From: • Contractor, License No. & Classification • • To the Members of the City Council • City of San Juan Capistrano • Gentlemen: • The undersigned, as bidder, declares that he has carefully examined the location of the proposed • work as described, examined the Plans, Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2000 Edition, including all supplements therefore, • read the Instructions to Bidders, and is familiar with all proposal requirements, and hereby • proposed and agrees, if the proposal is accepted, to complete the said construction in accordance • with the Contract Documents, as defined in Section 1-2 of the Standard Specifications, in the • time stated herein, for the unit price or lump sum given on the following pages of this proposal, amounting to a total of: • $ • Words Figures • Said amount to include and cover all taxes, the furnishing of all materials, the performing of all • the labor requisite or proper and the providing of all necessary machinery,tools, apparatus, and • other means of construction; also, the performance and completion of all the work in the manner set forth, described and shown in the Specifications or the drawings for the work. • If the contract is awarded, the undersigned agrees to enter into a contract with the City of San Juan Capistrano and to commence work within fifteen(15) calendar days from the date of • execution thereof, and to diligently prosecute the work to completion before the expiration of one • hundred and twenty(120) calendar days. • • • • 3 • • • • All bids are to be computed on the basis of the given Estimated Quantities of Work, as indicated • in this proposal, times the unit prices as submitted by the bidders. In case of discrepancy • between words and figures, the words shall prevail. In case of discrepancy between unit prices • and the extension thereof, the unit price shall prevail and bids will be computed as indicated • above and compared on the basis of corrected totals, given solely as a basis for comparison of bids. It is understood that the City does not expressly, nor by implication, agree that the actual • amount of work will correspond therewith, but reserves the right to increase or decrease the • amount of any item or portion of the work or to omit portions of the work as may be deemed • expedient by the Engineer. • It is also understood by Bidder that the City of San Juan Capistrano has the right to reject this proposal or to award a contract to the undersigned at the prices stipulated. If the proposal is • rejected, then any check or cashier's check shall be returned to the undersigned within thirty(30) • days. No bid bonds will be returned. If the proposal is accepted and the undersigned fails to • enter into a contract within fifteen (15) days after the agreement is delivered to him for signature, • or within such further time as may be granted by the Members of the City Council, then said • check shall be cashed or said bond declared forfeit and an amount equal to the difference between the lowest bid and the next lowest bid who will execute a contract shall be paid into the • treasury of the City of San Juan Capistrano as liquidated damages for the failure of the • undersigned to comply with the terms of this proposal. • Accompanying this proposal is (Insert • I cash," cashier's check, certified check or bidder's bond on the forms from vaees • BB-1 and BB-2 of these Contract Documents, as the case may be), in an amount equal to at least ten percent (10%) of the total bid. • The following is the name and place of business of the surety company which will furnish the • required bonds as surety if the work is awarded to the undersigned: • • Licensed in accordance with an act providing for the registration of contractors -- License No. • and Classification Signature of Bidder: • • • • • 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 firm: President, Secretary, Treasurer, and Manager • thereof.) • • • Dated: • Business Address • • Dated: • Telephone Number • • Further, the undersigned bidder certifies that he has thoroughly checked the figures set forth in • this proposal, that they are correct to the best of his knowledge and that they constitute his • proposal for the work called out herein. • • • Dated: • Signature of Bidder • • Dated: • Telephone Number • • • • • • • • • • • • • • • • • • 5 • • • • • • SCHEDULE OF WORK ITEMS • MAJOR SEWER REPAIRS • • • • Item Approximate Work Items With Unit Price Unit Price Total Amount • Quantity (Written in Words) (In Figures) • 1 L.S. Mobilization and demobilization for the lump sum price of $ '• dollars • 2 3,451 LF Pipeline Cleaning and Television • Inspection for the unit price of • • dollars per linear foot. $ $ • 3 2,179 LF Cured-In Place Pipe Liner for 6" dia • sewer for the unit price of • dollars per lineal foot. $ $ 4 752 LF Cured-In Place Pipe Liner for 8" dia sewer for the unit price of • dollars per lineal foot $ $ • 5 520 LF Cured-In Place Pipe Liner for 12" dia • sewer for the unit price of dollars per lineal foot. $ $ • 6 33 EA Service Connections Cuts for the unit • price of • dollars per each. $ $ • 7 10 EA House By-Pass Pumping for the unit • price of dollars per each. $ $ 8 L.S. Off-street storage of equipment and materials for the lump sum price of • dollars. $ 9 L.S. Compliance with National Pollutant • Discharge Elimination System Requirements at the lump sum price • of dollars. $ • • • • 6 • • • • • • 10 8 EA Install New Cover and Frame for the • unit price of • dollars per each. $ $ • 11 4 EA Raise Existing Manhole to Grade for • the unit price of dollars per each. $ $ 12 14 EA Rehabilitation of Existing Break-in Connections for the unit price of • • dollars per each. $ $ • 13 6 EA Point Repair of Existing Pipe for the • unit price of • dollars per each. $ $ • 14 12 EA Reconnect Existing Nouse Laterals • for the unit price of • dollars per each. $ $ • 15 780 LF Abandon Existing Sewer with 1 '/2 • Sack Slurry for the unit price of • dollars per lineal foot. $ $ • 16 2 EA Abandon Existing Manhole per • Greenbook for the unit price of dollars per each. $ $ • 17 LS Obtain Railroad Permits and Provide • for Flagmen for the lump sum price of Ten Thousand dollars. $ 10.000.00 18 LS Obtain Caltrans Permit and Provide for Inspections for Work within • Caltrans Right-of Way for the lump • sum price of Three thousand dollars. $ 3000.00 • • • • Total Bid Price (Enter here and on Page 3) • • • $ $ • Words Figures • • • 7 • • • • NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID • • • STATE OF CALIFORNIA ) ) SS. • County of ) • being first duly sworn deposes • and says that he is of the party making the foregoing bid; that such bid is • not made in the interest of or on behalf of any undisclosed person, partnership, • company, association, organization or corporation; that such bid is genuine and not collusive or sham; that said bidder has not directly or indirectly induced or solicited any • other bidder to put in a false or sham bid, and has not directly or indirectly colluded, • conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or • that anyone shall refrain from bidding; that said bidder has not in any manner, directly or indirectly, sought by agreement, communication or conference with anyone to fix the • bid price of said bidder or of any other bidder, or to fix the bid price of or cost element of • such bid price, or of that of any other bidder, or to secure any advantage against the • public body awarding the contract of anyone interested in the proposed contract; that all statements contained in such bid are true; and further, that said bidder has not directly • or indirectly, submitted his bid price or any breakdown thereof, or the contents thereof, • or divulged information or data relative thereto, or paid and will not pay any fee in • connection therewith, to any corporation, partnership, company, association, organization, bid depository, or to any member or agent thereof, or to any other • individual except to any person or persons as have a partnership or other financial • interest with said bidder in this general business. • DATED: • SIGNATURE • • On this the day of 2001, before me, the undersigned, a Notary Public in and for said State, personally appeared • personally known to me/proved • to me on the basis of satisfactory evidence, to be the person(s) whose name(s) • subscribed to the within instrument, and acknowledge that • executed it. • WITNESS my hand and official seal. • • Notary Public in and for said State • 8 • • • • DESIGNATION OF SUB-CONTRACTORS • • Submit with Proposal. In compliance with the Provisions of Section 4100-4107 of the Government Code of the • State of California as amended, the undersigned certifies that he has used the sub-bids • of the following listed sub-contractors in making up his bid, and that the sub-contractors • listed will be used for the work for which they bid, subject to the approval of the Engineer, and in accordance with the applicable provisions of the Specifications. It is • understood and agreed that all those portions of the work called for in the contract documents for which a sub-contractor is not listed will be performed by the undersigned through his forces. If no sub-contractors are listed, all bonds and insurance will be • written in the name of the general contractor only. • Item of Work Sub-contractor License No. Address • Phone • & Classification 1. • 2. 3. • 4. 5. • • 6. • • 7. • • 8. • • • BIDDER'S NAME • AUTHORIZED SIGNATURE • 9 • • • • • • INSTRUCTION TO BIDDERS • • Securing Documents Plans, Specifications and other contract documents will be available for examination without charge and copies may be secured in accordance with the "Notice Inviting • Bids." • • Examination of Plans, Specifications and Site of Work • • The bidderisrequired to examine the site of-work, the Proposal, the-Plans and the • Specifications, Special Provisions, and the Standard Specifications for Public Works Construction, 2000 Edition including all supplements, very carefully. He shall satisfy • himself as to the character, quality and quantities of the work to be performed, the • materials to be furnished and the requirements of the Contract Documents. The plans • for the work show conditions as they are believed to exist, but it is not to be inferred that all the conditions as shown thereon are actually existent, nor shall the City of San Juan • Capistrano or any of its officers or agents be liable for any loss sustained by the • contractor as a result of any variance between conditions shown on the plans and • actual conditions revealed during examination or progress of the work. The submission • of a proposal shall be prima facie evidence that the bidder has made such an examination. • Interpretation of Drawings and Documents • If any bidder should find discrepancies in, or omissions from the drawings, • specifications or other proposed contract documents, or if he should be in doubt as to • the true meaning of any part thereof, he shall at once make a written request to the Engineer for correction, clarification or interpretation of the point or points in question. • The person submitting such a request shall be responsible for its prompt delivery. In the event that the Engineer receives such a request and it should be found that certain essential information is not clearly and fully set forth, or if the Engineer discovers • errors, omissions, or points requiring clarification in the drawings or documents, a • written addendum will be mailed to each person to whom a set of contract documents • has been delivered. The City of San Juan Capistrano will not be responsible for any instructions, explanations or interpretations of the documents presented to bidders in • any manner other than written addendum. • Addenda or Bulletins • The effect of all addenda to the contract documents shall be considered in the bid and • said addenda shall be made a part of the contract documents and shall be returned • with them. Before submitting his bid, each bidder shall inform himself as to whether or • not any such addenda have been issued, and failure to cover in his bid any such • io • • • • addenda issued may render his bid invalid and result in its rejection. • Disqualification of Bidders No person, firm or corporation shall be allowed to make, file or be interested in more than one bid for the same work unless alternate bids are called for. A person, firm or • corporation who has submitted a sub-proposal to a bidder, or who has quoted prices on materials to a bidder, is not hereby disqualified from submitting a bid in his own behalf. Proposals Bids to receive consideration shall be in accordance with the following instructions: . A. Bids shall be made only upon the forms provided within these specifications; all bid items shall be properly filled out; bid prices shall be stated both in words and • in figures; and the signatures of all persons signing shall be in longhand. Where • there is a conflict in the words and the figures, the words shall govern. • B. All prices and notations must be in ink or typewritten. No erasures will be • permitted. Mistakes may be crossed out and corrections typed or written in ink adjacent thereto and must be initialed in ink by the person or persons signing the • bid. • C. Bids shall not contain any recapitulation of the work to be done. Alternate proposals will not be considered except as required hereinabove. No oral, telegraphic or telephonic proposals or modifications will be considered. • D. The City of San Juan Capistrano may require any bidder to furnish a statement of his experience, financial responsibility, technical ability, equipment and • references properly and fully filled out. • E. Each bidder shall list his proposed sub-contractors on the form accompanying • the proposal in accordance with the provisions of the specifications. F. Each bidder must accompany his bid with either a cashier's check upon some responsible bank, or a properly certified check upon such bank, or an approved • corporate surety bond payable to the City of San Juan Capistrano for such a sum of not less than ten percent (10%) of the aggregate sum of the bid, which • check or bond and the monies represented thereby shall be held by the City of San Juan Capistrano as a guarantee that the bidder, if awarded the contract, will • in good faith enter into such contract and furnish the required bonds. • The bidder agrees that, in case of his refusal or failure to execute said contract and give bonds within the time required by these documents, such check or • bond, and the money represented thereby, shall remain the property of the City • of San Juan Capistrano and, if the bidder shall fail to execute said contract, said • surety will pay to the City of San Juan Capistrano the damages which the City of • San Juan Capistrano may suffer by reason of such failure not exceeding the sum of ten percent (10%) of the amount of the bid. A bid received and not • • 11 • • • • accompanied by such cashier's check, certified check or approved bond shall be rejected. • G. Bids shall be delivered to the City of San Juan Capistrano at the location • stipulated on or before the day and hour set for the opening of bids, as hereinbefore specified in the "Notice Inviting Bids." Bids shall be enclosed in a • sealed envelope bearing the title of the work, the name of the bidder, bid • opening date and time of bid opening. • • Licensing of Contractor • • All persons, firms,-partnerships or corporations shall be-licensed in accordance with the • Business and Professions Code of the State of California and the applicable ordinances of the City and County before doing any work of any kind. • Withdrawal of Bids • Any bidder may withdraw his bid in person or by written request at any time prior to the • scheduled closing time for receipt of bids. • • Opening of Bid Proposals • • The City of San Juan Capistrano will, in open session, publicly open, examine and declare the bids at the time set forth in the "Notice Inviting Bids." Bidders or their • authorized representatives are invited to be present. • Award of Contract or Rejection of Bids • No bidder may withdraw his bid for a period of ninety (90) days after the date set for the • opening of bids. The contract for the work will either be awarded or the bids rejected • within the ninety (90) days from the date set for the opening of bids. • The contract for the work will be awarded to the lowest responsible bidder complying • with these instructions and with the "Notice Inviting Bids." The City of San Juan • Capistrano, however, reserves the right to reject any or all bids and to waive mere • informalities, minor technical errors or irregularities, obvious clerical errors or erasures. • The bidder to whom the award is made shall execute two copies of the written contract • with the City of San Juan Capistrano and furnish the stipulated bonds, insurance and . bid breakdown within fifteen (15) days after the bid opening date. The contract shall be made in the form adopted by the City of San Juan Capistrano. The release of the • successful bidder's surety deposit, as previously stipulated (page 5), shall be made • upon the City of San Juan Capistrano's acceptance of the Labor and Materials Bond • and the Faithful Performance Bond. • • 12 • • • • • If the bidder to whom the award is made fails to enter the contract as herein provided, • the award may be annulled and an award may be made to the next lowest responsible • bidder; and such bidder shall fulfill every stipulation embraced herein, as if he were the • party to whom the first award was made. A corporation to which an award is made shall furnish evidence of its corporate existence and evidence that the officer signing • the contract and bonds for the corporation is duly authorized to do so. Bonds • The successful bidder, simultaneously with the execution of the Agreement, will be • required to furnish a Labor and Material Bond in a sum not less than one hundred percent (100%) of the total amount payable by the terms of the contract and a Faithful Performance Bond in a sum not less than one hundred percent (100%) of the amount • of the contract, Said bonds shall be secured from a surety company selected from the • surety companies set forth in the standard specifications. Bonds must be submitted on • the forms contained in these specifications. • Time Performance • • The work shall be commenced within fifteen (15) calendar days from the date of • issuance of the Notice to Proceed and shall be diligently prosecuted until completion. A time limit of one hundred and twenty ( 120 ) calendar days from the date specified in • the Notice to Proceed has been set for completion of the work. The bidder's attention is • directed to the specifications as to provisions for extension of time of completion and/or . assessment of liquidated damages. • Assignment of Contract • • No assignment by the Contractor of any contract to be entered into hereunder or any part thereof, or of funds to be received thereunder by the Contractor, will be recognized • by the awarding authority unless such assignment has had prior approval of the • awarding authority and the surety has been given notice of such assignment in writing • and has consented thereto in writing. • Workmen and Wages • • Attention is specifically directed to all provisions of the Labor Code of the State of • California with regard to workmen and wages. Wages shall not be less than prevailing wage rates determined by the City of San Juan Capistrano pursuant to said Code and • as listed in the "Notice Inviting Bids." Construction Permits • It shall be the Contractor's responsibility to obtain all necessary permits, bonds and • insurance, as required, for the completion of the project. No extra compensation shall • be made therefore. • The Contractor will be required to execute a no fee City Encroachment Permit for • construction work under this contract. This Encroachment Permit does not satisfy the • requirement for transportation permits for overload or overweight vehicles. The • • 13 • • • • Contractor shall contact the Engineering Division for issuance of these permits, which • will be issued no fee. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 14 • • • • • • • 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 19for the construction of for the • City of San Juan Capistrano, Orange County, California. • • NOW, THEREFORE, if the Principal sha11 not withdraw said bid within thirty (30) • days after the opening of same, and shall, within fifteen (15) days after the agreement • . has been presented to him for execution, enter into a written contract with the City in • accordance with the bid as accepted, and if the Principal shall give the required bond • with good and sufficient sureties, or sureties for the faithful performance and proper • fulfillment of such contract and for the protection of laborers and materialmen, or in • the event of the withdrawal of said bid within the periods specified, or the failure to • enter into said contract and give said bond within the time specified, if the Principal • shall within sixty (60) days after request by the City, pay the City the difference • between the amount specified in said bid and the amount for which the City may procure • the required work and/or supplies if the latter amount be in excess of the former, then • the above obligation shall be void and of no effect, otherwise to remain in full force and • virtue. • Further, as a part of the obligation secured hereby, and in addition to the face • amount specified therefor, there shall be included costs and reasonable expenses and • fees, including reasonable attorney's fees, incurred by City in successfully enforcing such • obligation, all to be taxed as costs and included in any judgment rendered. • • • as-1 • • • • • IN WITNESS WHEREOF, the above-bounden parties have executed this instrument under their several seals this day of 19� the name and • corporate seal of each corporate party being affixed hereto and these presents duly • signed by its undersigned representative pursuant to authority of its governing body. • Two Witnesses (If Individual) PRINCIPAL • • • BY: • Title• • ATTEST (If Corporation) • Corporate Seal • SURETY ATTEST BY: • Title: • • • Title • • APPROV AS TO FORM: • • • • John Shaw, City Attorney • • • • • • • • • • BB-2 • • • • • • PERFORMANCE BOND KNOWN 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 (describe agreement): • • which contract is by reference made a part hereof, • NOW THEREFORE, the condition of this obligation is such that, if Principal shall • promptly and faithfully perform said agreement, then this obligation shall be null and void; • otherwise it shall remain in full force and effect. Surety waives whatever legal right it may • have to require that a demand be made first against the principal in the event of default. • • BE IT FURTHER RESOLVED, that: 1. As a part of the obligation secured hereby, and in addition to the face amount • specified, there shall be included costs and reasonable expenses and fees, including • reasonable attorney's fees, incurred by City in successfully enforcing such obligation, all to • be taxed as costs and included in any judgment rendered. • • • • • Ps-1 • • • • • • • • • 2. SaidSurety, for value received, hereby stipulates and agrees that no change, • extension of time, alteration, or modification of the contract documents or of the work to be • performed thereunder, shall in any way affect its obligations or this bond, and it does hereby • waive notice of any such change, extension of time, alterations, or modifications of the • contract documents or of work to be performed thereunder. • • Executed this day of 19_, at California. • • PRINCIPAL • • • • APPROVED AS TO FORM (NOTARIZATION AND SEAL) • • • JO R. SHAW, CITY ATTORNEY • SURETY • • • • (NOTARIZATION AND SEAL) • • • • • • • • • • • 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 • ; and WHEREAS, said Principal is required to famish 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 • ($ 1, 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 Act • with respect to such work or labor as required by the provisions of Title 1, Division 5, • Chapter 3 of the Government Code of California as amended, that the surety will pay for the same in an amount not exceeding the sum specified in this bond and also in case suit • is brought upon the bond, a reasonable attorney's fee to be fixed by the court. This bond • shall inure to the benefit of any and all persons, companies and corporations entitled to file • claims under said act, so as to give a right of action to them or their assigns in any suit • brought upon this bond. • FURTHER, the said surety, for value received, hereby stipulates and agrees that no • change, extension of time, alteration or modification of the contract documents or of the • work to be performed thereunder shall in any way affect its obligation on this bond and it • does hereby waive notice of any such change, extension of time, alteration or modification of the contract documents or of work to be performed thereunder. • LM-1 • • • • • • As a part of the obligation secured thereby, 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. • IN WITNESS WHEREOF three (3) identical counterparts of this instrument, each of • which shall for all purposes be deemed an original thereof, have been duly executed by the • Principal and surety herein named on the day of ' 19 _19_ The name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representatives pursuant to authority of its • governing body. • • • PRINCIPAL • • BY • • SURETY • • • By • • APPROVED AS TO FORM • • JO IN SHAW, CITY ATTORNEY • • • • • • • • • • LM-2 • • • • • • • • CONTRACT • This contract is made and entered into by and between the CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as "CITY' and • hereinafter referred to as "CONTRACTOR." • • IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS: • FIRST. CONTRACT DOCUMENTS. The contract documents shall be considered • to include the Notice Inviting Bids, the Instructions to Bidders, the Proposal, the Bid • Bond, the Non-Collusion Affidavit, the Designation of Sub-Contractors, the Contract • which is prepared for execution by the CITY and the CONTRACTOR. Plans, • Specifications and Special Provisions, the Standard Specifications for Public Works • Construction. 2000 Edition, including all Supplements, Contract Bonds, Resolutions adopted by the CITY pertaining to the work, insurance policies and certificates, and any supplemental written agreements amending or extending the scope of the work • originally contemplated that may be required to complete the work in a substantial and acceptable manner. • • SECOND. THE WORK. CONTRACTOR agrees to furnish all tools, labor, material, • equipment, transportation, and supplies necessary to perform and complete in good • and workmanlike manner the construction of • in strict conformity with the Plans, Specifications and all other contract documents, which documents are on file at the Office of the City Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano, California. • • THIRD. PAYMENT. CITY agrees to pay, and CONTRACTOR agrees to accept, the lump sum adjusted for variations of quantities, at the prices designated in bid proposal at the time and in the manner set forth in the Specifications. • • FOURTH. COMMENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees to begin and complete the work within the time specified in the Notice Inviting • • 1 • • • • Bids. It is agreed that it would be impractible and extremely difficult to fix the actual • amount of damages, and loss sustained by CITY, should CONTRACTOR fail to complete the work in the specified • time; therefore, CONTRACTOR shall pay CITY, as liquidated damages, not in the • nature of a penalty, Two Hundred Fifty Dollars ($250) per calendar day for each day delayed; provided that extensions of time with waiver of liquidated damages, may be • granted as provided in the Specifications. • FIFTH. PERFORMANCE BOND AND LABOR AND MATERIAL BOND. CONTRACTOR agrees to furnish bonds guaranteeing the performance of this contract • and guaranteeing payment of all labor and material used under this contract, as required by the laws of the State of California, on forms approved by the CITY. The • Performance Bond shall be for an amount of one hundred percent (100%) of the • amount of this contract and shall be conditioned on full and complete performance of • the contract, guaranteeing the work against faulty workmanship and materials for a period of one (1) year after completion and acceptance. The Labor and Material Bond • shall be for an amount of one hundred percent (100%) of the amount of this contract and shall be conditioned upon full payment of all Labor and Material entering into or incidental to the work covered by this contract. CONTRACTOR agrees to furnish the • bonds on the forms found within the Specifications. • CONTRACTOR agrees to pay CITY such sum as the Court may judge as reasonable • for the legal services of any attorney representing the CITY in any action brought to enforce or interpret the obligations of this agreement, and such sums shall be made a • part of any judgment in such action against CONTRACTOR if such action is determined in favor of said CITY. The required Performance, Labor and Materials Bonds, and Bid Bond shall provide that the surety shall pay attorney's fees incurred by CITY in • enforcing this agreement. • • SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant to the Labor Code of the State of California, copies of the prevailing rate of per diem wages, • as determined by the Director of the State Department of Industrial Relations, are on • file in the Office of the City Clerk, 32400 Paseo Adelanto, San Juan Capistrano, • California, and are hereby incorporated and made a part hereof. CONTRACTOR • agrees that he, or any SUB-CONTRACTOR under him, shall pay not less than the • • 2 • • • • foregoing specified prevailing rates of wages to all workmen employed in the execution • of the contract. • • • SEVENTH. INSURANCE. CONTRACTOR shall maintain at all times during this • contract liability and property damage insurance naming the CITY and its elected and appointed officials as a named insured, which such policies shall be of an amount not • less than One Million Dollars combined single limit. Insurance certificates shall be for a minimum period of one year. CONTRACTOR shall maintain in full force and effect comprehensive automobile liability coverage, including owned, hired, and non-owned vehicles in the following minimum • amounts: • $500,000 property damage; • $500,000 injury to one person/any one occurrence/ not limited to contractual • period; • $1,000,000 injury to more than one person/any one occurrence/not limited to • contractual period. The insurance policies shall bear an endorsement or shall have an attached rider • providing that in the event of expiration of proposed cancellation of such policies for any reason whatsoever, the CITY shall be notified by registered mail, return receipt • requested, giving a sufficient time before the date thereof to comply with the applicable • law or statute but in no event less than 30 days before expiration or cancellation is • effective. CONTRACTOR shall provide to CITY the policy certificate establishing that the required level of insurance has been satisfied. . CONTRACTOR shall indemnify, defend and save harmless the CITY, its officers, • agents, and employees from and against any and all claims, demands, loss or liability of any kind or nature which CONTRACTOR, its officers, agents and employees may • sustain or incur or which may be imposed upon them or any of them for injury to or • death of persons, damage to property as a result of, or arising out of, or in any manner • connected with the performance of the obligations under this contract. • • • EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO • PUBLIC CONTRACTS. CITY is subject to the provisions of the Government Code and the Labor Code of the State of California. It is stipulated and agreed that all provisions • of law applicable to public contracts are a part of this contract to the same extent as • • 3 • • • • though set forth herein and shall be complied with by CONTRACTOR. These include, • but are not limited to, the stipulation that eight (8) hours labor constitute a legal day's work and CONTRACTOR shall, as a penalty to CITY, forfeit Twenty-five Dollar ($25) for • each workman employed in the execution of the Contract by CONTRACTOR, or by any • SUB-CONTRACTOR, for each calendar day during which such workman is required or • permitted to work more than eight (8) hours in violation of the provisions of Article • Three, Chapter One, Part Seven, Division 2, of the California Labor Code, except as • permitted by law. • IN WITNESS WHEREOF, this contract is executed by the duly authorized agent(s) of • CITY, pursuant to City Council action, and by CONTRACTOR on the date set before • the name of each. • • City of San Juan Capistrano • i • DATED: BY: • WYATT HART, MAYOR • • BY: • CONTRACTOR, LICENSE NO. AND • CLASSIFICATION • • • • • ATTEST: • • • Margaret R. Monahan, City Clerk • • • APPROVED AS TO FORM: • • John Shaw, City Attorney • • • • 4 • • • • CITY OF SAN JUAN CAPISTRANO • • MAJOR SEWER REPAIRS • SPECIAL PROVISIONS • • WORK TO BE DONE • The work to be done consists of the trenchless rehabilitation of approximately 3,500 linear feet of • an existing 12 inch, 8 inch or 6 inch sewer line for the Major Sewer Repairs. Pipeline cleaning shall • be performed priorto closed circuit television inspection of the pipeline.Cured-in-Place-Pipe(CIPP) • lining method shall be used which, shall consist of the installation of a resin-impregnated flexible • tube, into the existing sewer pipe in accordance with ASTM F121 6 or ASTM FI 743 for installation • and ASTM D 5813 for materials and testing. Any point repairs and manhole installation shall include locating interfering utilities, excavation, de-watering, pipe repairs or replacement, back • filling, surface restoration, temporary flow bypassing, sewer de-watering, public notification and • traffic control. Active laterals shall be identified by the Contractor and upon the Engineer's review • and approval, only those active laterals shall be cut open after the lining process is completed. • SECTION 1 - STANDARD SPECIFICATIONS • • The contractor shall perform his work in accordance with the Standard Specifications for • Public Works Construction, 2000 Edition, hereinafter referred to as the Standard Specifications. The Contractor shall maintain a copy of this book on the job-site at all times. Unless otherwise specified, errata and supplements to the Standard Specifications shall be part • of these specifications. The provisions of the Standard Specifications shall be modified • as indicated below: • • Change 1: Contract Termination • "if at any time, in the opinion of the Director of Engineering and Building, Contractorfails • to supply suitable equipment, an adequate working force, or material of proper quality, • or shall fail in any respect to prosecute any work with the diligence and force specified • and intended in and by the terms of the Contract, notice thereof in writing shall be served • upon him, and should he neglect or refuse to provide means for satisfactory compliance • with the contract, as directed by the Director of Engineering and Building, within the time specified in such notice, the City of San Juan Capistrano, in any such case, shall have • the power to terminate all or any portion of the contract. • • Upon receiving notice of such termination,Contractor shall discontinue said work or such • parts of it as the City of San Juan Capistrano may designate. Upon such termination, • the Contractor's control shall terminate and thereupon the Members of the City Council, or its duly authorized representative, may take possession of all or any part of the • Contractor's materials, tools, equipment, appliances, and plant, and buy such additional • materials and supplies at the Contractor's expense as may be necessary for the proper • • SP-1 • • • • conduct of the work and for completion thereof; or may employ other parties to carry the • contract to completion, employ the necessary workmen, substitute other machinery or • materials and purchase the materials contracted for, in such manner as the City of San • Juan Capistrano may deem proper; or the Members of the City Council may annul and • cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the Contractor and • his sureties, who will be liable therefore. • • In the event of such termination, all money due the Contractor retained under the terms • of this contract shall be forfeited to the City of San Juan Capistrano; but such forfeiture • will not release the Contractor or the sureties from liability or failure to fulfill the contract. Contractor and sureties will be credited with the amount of monies so forfeited toward • any excess of cost over and above the contract price, arising from the suspension of the • operation of the contract and the completion of the work by the City of San Juan • Capistrano as provided above, and the Contractor will be credited with any surplus • remaining after all just claims for such completion have been paid." • Change 2: Section 7-13 - Laws to be Observed • • Add: "All contractors and subcontractors shall comply with all sections of the • Municipal Code of the City of San Juan Capistrano, especially.Section: 6- 3.06(b), (c), (d) and (e) and shall secure the services of the City's exclusive . solid waste hauler for their solid waste handling needs." • Change 3: Section 8 - Facilities for City Personnel • • Delete this Section. Change 4: Section 2-9.3 - Survey Services • The Contractor will perform and be responsible for the accuracy of survey adequate for • construction. The Contractor shall preserve construction survey stakes and marks for • the duration of their usefulness. If any construction survey stakes are lost or disturbed • and need to be replaced, such replacement shall be by the Contractor at his expense. • The Contractor shall dig all holes necessary for line and grade stakes. • Unless Otherwise specified, stakes will be set and stationed by the Contractor for curbs, • headers, sewers, storm drains, structures and rough grade and a corresponding cut or • fill to finished grade (or flowline) indicated on a grade sheet. • Change 5: Section 7-10.2 - Storage of Equipment and Materials in Public Streets • • Construction equipment and materials shall not be stored in streets, roads, highways or public right-of-way. All materials or equipment not installed or used in construction within • the daily work period shall be stored elsewhere by the contractor at its expense. • • SP-2 • • • • Construction equipment shall not be stored at the work site before its actual use on the • work. • • Excavated material, except that which is to be used as backfill in the adjacent trench, • shall not be stored in public streets, roads, highways or public right-of-way. After placing backfill, all excess material shall be removed immediately from the site. • • • SECTION 2 - TERMS DEFINED Whenever in the said Standard Specifications the following terms are used, it is hereby provided that the following City departments or person shall be intended: • • AGENCY shall mean City of San Juan Capistrano whenever appropriate. • • BOARD shall mean the City Council of the City of San Juan Capistrano. • ENGINEER shall mean City Engineer or other person(s) designated by same. • • SECTION 3 - FLOW AND ACCEPTANCE OF WATER • • Surface or other waters may be encountered at various times during construction. The • Contractor, by submitting a bid, acknowledges that he has investigated the risks arising from surface or other waters and has prepared his bid accordingly. It shall be the sole • responsibility of the Contractor to protect his work from danger due to any waters • encountered. Should any damage to the work due to surface or other water occur prior to • acceptance of the work by the City, the Contractor shall repair such damage at his • expense. • SECTION 4 - WATER • • Water will be available from the Capistrano Valley Water District. Arrangements for • temporary construction water services permit and water service may be made by • contracting the Capistrano Valley Water District at(949)493-1515 one week priorto need • for service. All water facility construction shall conform to the "Standard Specifications," • Capistrano Valley Water District, and 'The Uniform Plumbing Code," 2001 Edition. • SECTION 5 - INSURANCE AND OVERHEAD COSTS • The Contractor shall receive no direct compensation for insurance and overhead (move-in • costs,for example) costs. Accordingly, these costs should be prorated to the appropriate bid items. • • SECTION 6 - PROTECTION OF EXISTING UTILITIES (UNDERGROUND SERVICE ALERT • • • SP-3 • • • • The Engineer has endeavored to show all existing utilities. The Contractor must, however, • take all due precautionary measures to protect all of the existing utilities. The Contractor • shall have all utilities located by contacting the responsible agency at lease 48 hours prior • to commencing any construction work. The Contractor's attention is directed to the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the • Contractor with the locations of their substructures in the construction area when the • Contractor gives at least 48 hours notice to the USA by calling 1-800-422-4133. Other • utility phone numbers are noted on Sheet 1 of the plans. • Full compensation for conforming to the requirements of this section shall be • considered as included in the contract bid prices paid for the various items of work, and no • additional compensation will be allowed therefore. • • SECTION 7 - PROTECTION OF PRIVATE PROPERTY • The Contractor must remain within the construction zone to the best of his ability. The • Contractor must protect all existing private property. • • SECTION 8 - CONSTRUCTION ZONE Contractor shall protect property and facilities adjacent to the construction zone, and all property and facilities within the construction zone which are shown on the plans to be • protected. After completion of project, the construction zone shall be clean and in a • presentable condition. All public-or privately-owned improvements and facilities shall be • restored to their original condition and location. In the event improvements of facilities are • damaged, they shall be replaced with new materials equal to the original. Nothing herein shall be construed to entitle the Contractor to the exclusive use of any • public street,way or parking area during performance of the contract work, and Contractor • shall conduct his operations so as not to interfere with the authorized work of utility • companies or other agencies in such streets, way or parking areas. The Contractor shall be responsible for investigating conditions of available public and private roads and of clearances, restrictions and other limitations affecting transportation • and ingress and egress to the site of the work. • • SECTION 9 - PRE-CONSTRUCTION COORDINATION MEETING Prior to the commence of construction, arrangements will be made for a meeting between the Contractor, the Engineer, and involved utility representatives. The purpose of this • meeting is to coordinate the activities of the Contractor within the limits of this contract, • review scheduling, discuss construction methods and clarify inspection procedures. The Contractor will be required to submit a complete schedule in the attached form showing the • number of working days required to complete each phase of the project. This schedule • • SP-4 • • • • shall be approved by the City Engineer prior to the start of construction. • • SECTION 10 - NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM The San Diego Regional WaterQuality Control Board(RWQCB)has issued a permit which • governs stormwater and non-stormwater discharges resulting from areas owned and operated by the County of Orange, Orange County Flood Control District and incorporated • cities of Orange County(collectively referred to as Permittees). The RWQCB Permits is a • National Pollutant Discharge Elimination System (NPDES) Permit No. R9-2002-0001, • respectively. Copy of the RWQCB Permit is available for review. In order to comply with the Permit requirements, the Permittees have developed a Drainage Area Management Plan(DAMP)which contains Model Maintenance Procedures • with Best Management Practices (BMP's) that parties conducting the municipal activities • must adhere to. These Model Maintenance Procedures apply to any part conducting • municipal activities and contain pollution prevention and source control techniques to • minimize the impact of those activities upon dry-weather urban runoff, stormwater runoff, and receiving water quality. • • Work performed under this CONTRACT shall conform to the Permit requirements, the • DAMP,the City's Local Implementation Plan(LIP),and the Model Maintenance Procedures • and must be performed as described within all applicable Model Maintenance Procedures. • The CONTRACTOR shall fully understand the Model Maintenance Procedures. The CONTRACTOR shall fully understand the Model Maintenance Procedures applicable to • activities that are being conducted under this CONTRACT prior to conducting them and • maintain copies of the Model Maintenance Procedures throughout the CONTRACT • duration.The applicable Model Maintenance Procedures are included as Appendix_of • this CONTRACT. Evaluation of activities subject to DAMP requirements performed under this CONTRACT • will be conducted to verify compliance with DAMP requirements and may be required • through CONTRACTOR self-evaluation as determined by the City. • • SECTION 11 - PRESERVATION OF SURVEY MONUMENT • Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance • with Section 8771 of the Business and Professional Code" provides for the preservation • of Survey Monuments in construction projects. This legislation mandates that prior to • construction monuments are to be referenced in the field and "Corner Records" prepared • for filing in the Office of the County Surveyor. It also mandates that after construction, • monuments are to be reset and "Corner Records" filed with the County Surveyor. This must be done prior to certifying completion of a project. • • The City requires monumentation preservation on all capital improvement projects where monumentation points are present and the contractor shall be responsible for submitting • proper documentation to the Office of the County Surveyor in compliance with AB 1414. • • SP-5 • • • • Project finalization, Notice of Completion and/or release of retention shall be contingent • upon obtaining documentation from the contractor's project surveyor or engineer that • monuments have been set or restored and Corner Records filed with, and to, the • satisfaction of the County Surveyor. • All costs necessary to comply with this legislation shall be allocated to the appropriate bid • item. • • SECTION 12 - MONUMENTATION IDENTIFICATION In accordance with the Professional Land Surveyor Act, Section 8772, any monument set • by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate • number of the surveyor or civil engineer setting it, each number to be preceded by the • letters "LS." or "R.C.E.," respectively, as the case may be or, if the monument is set by a • public agency, it shall be marked with the name of the agency and the political subdivision • it serves. • Nothing in this section shall prevent the inclusion of other information on the tag which will • assist in the tracing or location of the survey records which relate to the tagged monument. • • Centerline ties filed with the Orange County Surveyor will be checked for compliance with • this law. • SECTION 13 — SPECIAL PROVISIONS FOR THE CONSTRUCTION OF SANITARY EWERS • All work shall conform to the Special Provisions for the Construction of Sanitary Sewers, City of San Juan Capistrano, hereinafter referred to as "City Sewer Special Provisions."A copy of this document is made a part hereof as Appendix A. • • Crushed stone, with the following grading (see Standard Specifications Section 306- 1.2.1), shall form the sewer bedding material 6" minimum thickness underthe pipe, • around the sides of the pipe and 12" minimum depth over the pipe. %Passing Sieve Size • 100% 1" • 90%-100% 3/a" 20%-55% 3/8" • 0%-10% #4 • 0%-5% #8 • • • • SP-6 • • • • • • SECTION 14 — HOURS OF WORK(NIGHT WORK) • Hours of work for both lining and repair work on Camino Capistrano Junipero Serra • Road, Ortega Highway, Del Obispo, and EI Camino Real shall be 10:00 p.m. through • 6:OOa.m. No work shall be performed on any street the same day as trash pick up. • • SECTION 15 - ORDER OF WORK • • The City will be constructing an Underground Utility District Project(UUD 99-01). Work • on EI Camino Real should be performed first to avoid conflict with the Underground • Utility District work. • • • • • • • • • • • • • • • • • • • • • • • • • • • SP-7 • • • • CITY OF SAN JUAN CAPISTRANO, • • MAJOR SEWER REPAIRS DETAIL SPECIFICATIONS AND METHOD OF PAYMENT • • CONTENTS; • BID ITEM 1 - MOBILIZATION AND DEMOBILIZATION BID ITEM 2 - PIPELINE CLEANING AND TELEVISION INSPECTION • BID ITEM 3 - CURED-IN PLACE PIPE LINER FOR 6" DIA SEWER • BID ITEM 4— CURED-IN PLACE PIPE LINER FOR 8" DIA SEWER BID ITEM 5 — CURED-IN PLACE PIPE LINER FOR 12" DIA SEWER • BID ITEM 6 — SERVICE CONNECTION CUTS • BID ITEM 7— HOUSE BY-PASS PUMPING • BID ITEM 8— OFF STREET STORAGE OF EQUIPMENT AND MATERIALS • BID ITEM 9— COMPLIANCE WITH NPDES • BID ITEM 10 — INSTALL NEW COVER AND FRAME BID ITEM 11 — RAISE MANHOLE TO GRADE • BID ITEM 12 — REHABILITATION OF EXISTING BREAK-IN CONNECTION • BID ITEM 13 — POINT REPAIR OF EXISTING PIPE • BID ITEM 14— RECONNECT EXISTING HOUSE LATERALS • BID ITEM 15—ABANDON EXISTING SEWER • BID ITEM 16 —ABANDON EXISTING MANHOLE BID ITEM 17 - RAILROAD PERMITS • BID ITEM 18 - CALTRANS PERMIT • • INCIDENTALS • A. PUBLIC NOTIFICATION B. TRAFFIC CONTROL AND PUBLIC SAFETY • C. DUST CONTROL AND CONSTRUCTION CLEANUP General -This subsection provides information about the pipeline system rehabilitation materials and method that shall be used as an alternative to pipeline replacement. • • The method shall be capable of bridging cracks, holes, and joint displacements that have been • determined not to require point repair. Some of the rehabilitation processes may be capable of expanding up to a maximum of 10 percent greater than the inside host diameter without any • detrimental effects. The City may require testing of the materials and methods prior to job • commencementto verify manufacturing compliancewith required qualitycontrol standards and that • no damage occurred to the materials during shipment to the job site. At the time of installation, • materials shall not be more than 6 months old from the date of manufacture. Material safety data • sheets (MSDS) shall be available at the proiect site. Submittals - Prior to rehabilitation, the Contractor shall submit shop drawings of construction • details per Section 2-5.3 of the Standard Specifications for Public Works Construction "The Greenbook". The shop drawings shall include the location; method of rehabilitation and sewer • bypass locations with sufficient detail to assure that the work can be accomplished without sewage • • DS-1 • • • • spill.All submittals required by these specifications should meet the requirements as shown herein. • • BID ITEM 1 - MOBILIZATION AND DEMOBILIZATION Mobilization shall consist of preparatory work and operations, including, but not limited to those necessary for the movement of personnel, equipment, supplies, and incidentals to • the project site ; forthe establishment of all offices, buildings and otherfacilities necessary • for work on the project; and for all other work and operations which must be performed or • costs incurred prior to beginning work on the various contract items on the project site. Measurement and Payment - Mobilization and demobilization will be paid for at the Contract Lump Sum Price in accordance with Section 9-3 of"The Greenbook". The lump • sum price shall be considered full compensation for furnishing all labor, materials, tools, • equipment, apparatus and incidentals for doing all the work required. • • BID ITEM 2 - PIPELINE CLEANING AND TELEVISION INSPECTION • Pipeline Cleaning - Pipeline cleaning shall be performed prior to closed circuit television • (CCTV) inspection and rehabilitation. The Contractor shall protect the manholes to • withstand forces generated by equipment, water, and air pressure. After cleaning, the • Contractor shall also confirm the inside minimum and maximum size (diameter and/ or • configuration)of the ppeline. The Contractor shall be responsible for the removal of debris • from the pipeline and restore the pipeline to a minimum of 95 percent of the original diameter or area, as shown in these specifications. Pipeline debris is described as, but not • limited to, sludge, dirt, sand, rocks, grease, roots and other solid or semisolid materials. • Refer to Section 500-1.2 of 'The Greenbook", Pipeline Point Repairs, for the removal of • obstructions. Some pipeline cleaning methods available are listed herein. When utilizing high-velocity hydraulic cleaning equipment independently or in combination with othercleaning methods, • it is recommended that a minimum of two passes with the hydraulic nozzle be done. Additionally, root cutters and porcupines can be attached to the winches for effective root • removal. The Contractor shall be responsible for conducting a site inspection of each • pipeline prior to rehabilitation to determine which cleaning methods are to be used. These • methods shall be submitted to the Engineerfor approval in conformance with Section 2-5.3 of"The Greenbook". • • (a) Hydraulically Propelled Equipment - The equipment shall be a movable- dam • type and be constructed in such a way that a portion of the dam may be collapsed • at any time during the cleaning operation to prevent flooding of the sewer. The • movable dam shall be equal in size to the pipeline being cleaned and provide a flexible scraper around the outer periphery to ensure removal of grease and other • debris. If sewer cleaning balls or other equipment, which cannot be collapsed, are • used, special precautions to prevent flooding of the sewers and public or private • property shall be taken. • • • DS-2 • • • • (b) High-Velocity Hydraulic(Hydro-Cleaning)Equipment-All high velocity hydraulic • cleaning equipment shall carry a water tank, auxilliary engines, pumps, and a • hydraulically driven hose reel. The equipment shall have a selection of two or more • high velocity nozzles capable of producing a scouring action from 15 to 45 degrees • in 8-inch sewer line designated to be cleaned. The cleaning units shall have high- velocity nozzles for washing and scouring manhole walls and floors. The nozzles shall be capable of producing flows from a fine spray to a solid stream. • ©) Mechanically Powered Equipment- Bucket machines shall be used in pairs with • sufficient power to perform the work in an efficient manner. Machines shall be belt- operated or have an overload shutoff device. Machines with a direct drive that . could cause damage to the pipe will not be allowed. Bucket machines shall not be used on any host or rehabilitated pipeline that is lined with a plastic pipe or material. • A power rotting machine shall be either a sectional or continuous-rod type capable • of holding a minimum of 230 m (750 feet)of rod. The machine shall be fully enclosd • and have an automatic safety clutch or relief valve. • If cleaning cannot be completed from one manhole, the equipment shall be moved and set • up on the other manhole and cleaning shall be re-attempted. If successful cleaning still • cannot be performed or the equipment fails to traverse the entire pipeline section, it shall • be assumed that a major blockage exists. Efforts to clean the lines shall be temporarily • suspended and the Contractor shall notify the Engineer. Upon removal of the obstruction, • the Contractor shall complete the cleaning operation. • The Contractor shall dispose of all debris removed from the pipeline, in accordance with • current applicable regulations. Any hazardous waste material encountered during the • project shall be considered as a change condition. Refer to Section 3-4 of 'The Greenbook". • Television Inspection-Closed Circuit Television(CCTV)inspection will be required prior • to rehabilitation to document the condition of the host pipeline and to verify that it was • cleaned per Section 500-1.1.4 of"The Greenbook" as modified herein. A post installation • CCTV inspection shall be performed to determine if the rehabilitation method selected was • installed per the Contract Documents and that all laterals have been reestablished, as • required. All video inspections shall be recorded on a four-head VCR in VHS format, standard play mode. All original videotapes, log sheets, and reports shall be submitted to the Engineer and will become property of the City. • • CCTV equipment shall include television cameras, a television monitor, cables, power • sources, and other equipment. Focal distance shall be adjustable through a range from • 25mm (1 inch) to infinity. The remote-reading footage counter shall be accurate to less than 1-percent error over the length of the particular section of pipeline being inspected. • This distance is measured from the centerline of the manhole to the centerline of the next • manhole. The camera and television monitor shall produce minimum 460 lines of resolution; illumination sensitivity shall be a minimum of 3lux.Telephones, radios, or other • suitable means of communication shall be set up to ensure that adequate communications • • DS-3 • • • • exist between members of the crew. The CCN inspection system to be utilized on the • project shall be approved by the Engineer prior to the work being performed. CCTV • inspection for establishing house connections and laterals shall be performed utilizing • system 1 or 2 listed below. CCTV inspection shall be performed utilizing one of the following video camera systems: 1) Rotating-head cameras; or • 2) Pan-and-tilt cameras. • • The video camera shall be mounted on a skid, floatable raft system, or transporter based • the conditions of the pipeline to be televised. The Contractor shall televise the pipeline during optimum low-flow level conditions, as pre • approved bythe Engineer.Thetelevision camera utilized shall be specifically designed and • constructed for sewer inspection. The camera shall be operative in 100 percent humidity • conditions. Lighting for the camera shall minimize reflective glare. Lighting and picture • quality shall be suitable to provide a clear, in-focus picture of the entire periphery of the • pipeline for all conditions encountered during the work. • The camera shall be moved through the pipeline in a downstream direction at a maximum • uniform rate of 9 m / min (30 ft/ min).The camera shall stop when necessary to ensure • proper documentation of the sewer's condition. During the pre-rehabilitation video • inspection, if the television camera cannot pass through the entire pipeline section, the Contractor shall reset the equipment at the downstream manhole and attempt to inspect • the section of pipe from the opposite direction. If the camera fails to pass through the entire • section, it shall be assumed that an obstruction exists. Efforts to televise that section of • pipe shall be temporarily suspended and the Contractor shall notify the Engineer. Upon • removal of the obstruction, the Contractor shall complete the CCN inspection. • If the obstruction is encountered during the post-rehabilitation video inspection, the • Contractor shall remove the obstruction by excavation, repair, or other means approved by the Engineer at the Contractor's expense, in order that television inspection may • continue, Minimum documentation shall consist of a color, VHS-format videotape, log sheets, and a written report detailing the post-rehabilitation condition of the pipeline and lateral • connections/openings. The report shall note the time and date of video inspection, street • name, upstream and downstream manholes, direction of view, direction of flow, surface • material, pipeline length, pipe section length, pipe size, pipe material, lateral connections, video tape number, counter number, and a detailed logging of defects encountered. Any • rejected work shall be repaired, then re-televised. If the quality of the videotape and inspection is deemed to be unacceptable by the • Engineer based on the requirements herein, the pipeline shall be re-televised at no • additional cost to the City. • • • • DS-4 • • • • Measurement and Payment - Pipeline Cleaning and Closed Circuit Television (CCTV) • Inspection will be paid for at the Contract Unit Price per linearfoot of Pipeline Cleaning and Television Inspection", in accordance with Section 9-3 of"The Greenbook". The unit price • shall be considered full compensation for furnishing all labor, materials, tools, equipment, • apparatus, and incidentals for doing all the work required. • BID ITEM 3. 4 AND 5 - CURED-IN-PLACE PIPE LINER (CIPP Liner) General. CIPP liner for the rehabilitation of pipelines shall use an approved resin- impregnated flexible tube installed by an inversion method using a hydrostatic head or Pull- in method. The resin shall be an approved epoxy, epoxy-vinyl ester or corrosion resistant • isophthalic polyester resin. The CIPP liner process shall comply with ASTM F 1216 guidelines on hydrostatic inversion and heated-water cure or ASTM F 1743 for pull-in • installation and ASTM D 5813 for materials and testing. The CIPP liner may be capable of expanding up to a maximum of 10 percent. The initial stiffness factor shall conform to • Table 500-1.4.1 (A) of"The Greenbook". • Material Composition and Testing - The tube shall consist of one or more layers of flexible, needled felt or an equivalent nonwoven material. The material shall be capable of carrying resin type used, be able to withstand installation pressures and curing • temperatures, and be compatible with the resin type used. The approved resin shall be • compatible with the application and pipeline environment and be able to cure in the presence of water. The initiation temperature for cure shall be as recommended by the • resin manufacturer and approved by the Engineer. The CIPP liner shall have, as a minimum, the initial and long-term structural properties per Table 500-1.4.2 (A) of 'The Greenbook". The Engineer may, at any time prior to installation, direct the Contractor to . obtain cured samples and test them in accordance with the ASTM standards listed in the table. • • Field Samples- To verify past performance, the Contractor shall submit with his/ her bid a minimum of 15 test results from previous field installations of the same resin system and • tube material as proposed forthe actual installation.These test results must verify that any • physical properties specified have been achieved in previous field applications. • Resin and Tube Acceptance -At the time of resin impregnation, the entire tube shall be inspected for defects. The resin shall not contain fillers, except those required for viscosity control,fire retardance,or extension of pot life.Thixotropic agents that do not interfere with • visual inspection may be added for viscosity control.Also,the opacity of the plastic coating • shall not interfere with visual inspection. Resins may contain pigments, dyes, or colors that do not interfere with visual inspection of the CIPP liner or its required properties. Additives • may be incorporated that enhance the physical and/or chemical resistances. • Chemical Resistance - The CIPP liner system furnished shall include an epoxy, epoxy- vinyl ester or corrosion resistant isophthalic polyester resin meeting the chemical . resistance test requirements of ASTM D 5813. Proof of meeting these requirements shall • • DS-5 • • • • be submitted with the bid. • By-passPumping-TheContractorshall prepare and submitto the Engineer for approval, • a comprehensive Bypass Plan detailing the exact methods and procedures to be used for full flow diversion during installation of the CIPP liner. The primary bypass system shall be • designed to handle 120% of the peak flow specified herein. A"backup" by-pass pumping • system shall also handle 120% of the peak flow. Both systems shall be manifold together • for immediate switch over for emergency or testing. Both systems shall be manned 24 • hours a day by a trained operator approved by the Engineer. The Bypass Plan shall minimally include the following elements and stipulations: • Written procedures for bypass operations. • Specific location and configuration of pumping equipment for each bypass. • Approximate pipe alignment for each bypass including vehicle accesses • provisions. Full pumping system redundancy is required. • Minimum 8-hour emergency ful storage on-site is required. • Pumping system shall be continuously manned while operating with a • qualified operator. • Technical shop drawings for bypass pump(s) indicating peak bypass • capacity. Technical shop drawings for bypass piping system. • • Spill response and notification procedures including emergency phone • numbers. The approved Bypass Plan shall remain on site during all portions of the work. Specific • notification requirements and procedures shall be finalized at the Pre-Construction • Meeting. • Minimal system storage exists and the Contractor shall design the bypss system to to • convey expected peak daily flows. The Contractor shall base his full flow bypass system design on the flow data provided and shall clearly indicate the rated bypass pumping • capacity proposed. If significant abnormal rainfall occurs or is predicted during the Contract period,the Owner or Engineer may require the Contractor to stop work and/ or provide additional standby • pumping capacity. Reasonable time extensions will be granted and extra work will be paid for in accordance with "The Greenbook". • • The Contractor is solely responsible for any release of raw sewage due to failure of any • component of the bypass pumping system. • Installation -The host pipeline shall be cleaned and televised in accordance with Section 500-1.1.4 and 500-1.1.5 of 'The Greenbook' as modified herein. The outside diameter of • the tube being inserted shall be properly sized to allow for expansion so that the CIPP liner • can fit tightly against the host pipe. • • DS-6 • • • • The CIPP liner shall be instlled in accordance with ASTM F 1216 or ASTM F 1743 and the • Contractor's recommendations as approved by the Engineer. Immediately prior to installation, the CIPP liner tube shall be saturated with resin (on or off the job site) and • stored/transported at a cool temperature as recommended by the resin manufacturer. • Curing - After tube placement is completed, suitable heat source and distribution • equipment shall be provided by the Contractor to distribute or recirculate hot water • throughout the pipe. Temperature shall be maintained during the curing period as • recommended by the resin manufacturer and approved by the Engineer. After the tube is cured, a cool-down period shall be used prior to opening the downstream end, reconnection of services, and returning normal flow back into the system. Heat curing of the resin shall occur ithin the manufacturer's approval recommended time frame(pot life). • The water in the pipe shall be cooled to below 38 °C (100 °F) before discharge. • Upon curing, the physical properties of the finished CIPP liner shall be verified by the Contractor through a field-sampling procedure in accordance with ASTM D 5813. Hydraulic(Flow)Capacity-Calculations shall be submitted with the bid and must support • that the finished rehabilitated pipe shall have at least 100 % of the full flow capacity of the • original pipe material. A typical roughness coefficient for the material used in the rehabilitation shall be verified by a third party test data on a minimum 1-year-in-service pipe, CIPP Wall Thickness-The required CIPP wall thickness shall be designed in accordance • with the formula for"Fully Deteriorated" pipe given in Appendix XI of ASTM F1216 using • Table 500-1.4.2 (A) and the following design parameters: • • Safety Factor 2.0 • Nominal Diameter 8 inches Ovality 2% • Maximum External Water 4 feet above pipe f] Pipe Depth 8 feet Soil Density 120 pcf • Soil Modulus 1,000 psi • Loading H 20 Highway Loading • Long term Flexural Modulus of Elasticity (EI) shall be a minimum 50% reduction of the • Flexural Modulus of Elasticity (EI). Contractor shall submit 10,000 hour third party long- term Flexural Modulus test data. Test shall be in accordance with ASTM D2990 at 10,000 • hours or equal test as approved by the Engineer. If no approved 10,000 hour test results • are available, Contractor shall use a minimum 75% reduction (25% retention) of the Flexural Modulus for formula calculations. • • The minimum CIPP wall thickness allowable shall be 0.2 inches and designed to accept • Highway H2O loading. • • • DS-7 • • • • Contractor shall submit with the bid, along with the Contract Proposal, the following: • a. CIPP corrosion testing data on proposed resin and fabric tube in accordance with ASTM D5813. b. CIPP physical properties testing (3dparty) for initial flexural modulus and strength • per ASTM D 5813 and D 790. C. CIPP 10,000 hourthird party long-term Flexural Modulus test data, if available.Test • shall be in accordance with ASTM D2990 at 10,000 hours or equal test as approved • by the Engineer. d. The pipe thickness for CIPP Form appendix 1 of these specifications. Contractors shall attach all calculation sheets for pipe thickness. Repair and Rejection - Internal and external repairs may be made to CIPP liner pipe in • accordance with the manufacturer's recommendations and approval by the Engineer. • Internal repairs may be made with approved fabric and epoxy, epoxy-vinyl ester or corrosion resistant isophthalic polyester resins to restore strength and integrity. External repairs may be made by using standard plastic pipe repair techniques, includiung • replacement of the damaged section using PVC pipe coupled to the CIPP liner, as • approved by the Engineer. Refer to Section 500-1.1.8 of 'The Greenbook". Sampling, Testing and Installation - All materials shall be sampled and tested in accordance with Section 500-1.4.2 of 'The Greenbook'. Rehabilitation methods and • materials shall meetthe chemical resistance requirements of ASTM D 5813.Test methods, . specifications, standards, and the required quality control procedures for testing and installation are listed in each subsection. • Pipeline Point Repair-Based on the Engineer's review of the CCTV inspection tapes, no pipeline point repairs are anticipated to be necessary prior to installation of the CIPP liner, • other than those shown on the plans. • If the Contractor's preliminary CCTV inspection identifies pipeline defects requiring point • repairs that were not shown on the plans these required point repairs shall be considered extra work when approved by the Engineer and shall be performed in accordance with Section 500-1.2 of "The Greenbook'. Prior to beginning any point repair, the Contractor shall submit shop drawings for all pipes and repair materials proposed for use to the Engineer for review and approval. • Sewer flow bypass, if needed, during pipeline point repair shall be in conformance with the • Bypass Plan required by this section of these specifications. Miscellaneous: (a) Service Connections, Notification to Busiunesses and Residents, and Interim Sewer • Service - The Contractor shall be responsible for locating and reconnecting all service connections and cleanouts per bid item 6 of these specifications and to the satisfaction of the Engineer. Fourteen days and again two working days prior to the • shut down of the sewer main or laterals, the Contractor shall provide written • • DS-8 • • • notification of work activities to all local users and provide interim sewer service to • businesses and residents, as specified below and approved by the Engineer: • • For all businesses and residences that are within the work area and whose sewage • flows drain into the pipeline under repair,water and sewer service can be shutdown • between 8AM and 9 PM for one day only. Where night work is specified, water and sewer service can be shutdown between 10 PM and 6 AM. Water shutdown shall • be done by the City of San Juan Capistrano Water Department upon the Contractors request and with enough notice prior to start of work. Contractor shall provide each of these residences and businesses with sufficient amount of bottled water and temporary portable toilets for that day. Each residence or business shall • be provided with one portable toilet unit. These units can be used for the residences/ businesses along the next phase of pipeline rehabilitation. A tank of • potable water can be parked in the street with the appropriate traffic control. • • (b) Cleanup - Cleanup and dust control shall comply with "Dust Control and Construction • Cleanup' under INCIDENTALS section of these specifications. • ©) Manhole Protection - During the rehabilitation process, the Contractor shall protect the • manholes to withstand the forces generated by equipment, water, and air pressures used while completing the rehabilitation installation. Rejection - If the Contractor has used any material or method that has not been approved by the Engineer,the Contractor shall,at its sole expense, remove the entire rehabilitated pipe and replace • it with new pipe as directed by the Engineer.All damaged rehabilitation materials and pipe rejected • by the City shall be promptly removed from the project site at the Contractor's expense and disposed of in accordance with current applicable regulations. Measurement and Payment - CIPP liner shall be measured along the longitudinal axis between the ends of the pipeline, as shown on the Location and Improvement Plan, and • shall not include the inside dimensions of the structures. • The price per linear foot for "CIPP Liner' shall be considered full compensation for furnishing and installing all fittings, connections, seals, and special work shown on on the • Location and Improvement Plan and in these Specifications. Additionally, the unit price shall include all labor, materials and equipment required to perform the CIPP process, all • sewage by-pass pumping, any additional CCN inspection needed just before the lining process, public notification, supply of drinking water and portable toilets to the residences • during water and sewer service shutdown and if required, removal of interfering portions • of existing sewers, storm drains, and other improvements; closing or removing of . abandoned pipelines and structures. • If pipeline point repair is needed per paragraph "Pipeline Point Repair' above within this bid item, the unit price per linear foot of "Pipeline Rehabilitation" shall include all work • required for these point repairs including excavation of the trench and/or access/insertion • pits; control of ground and surface waters; preparation of the subgrade; placing and joining • • DS-9 • • • • of pipe, any necessary annular space grouting; backfilling of the trench and/or • access/insertion pits; temporary and/or permanent resurfacing; and all other work necessary for pipeline point repair and rehabilitation, complete and in place. • • E3JD ITEM 6 - SERVICE CONNECTION CUTS • • Prior to the CIPP lining process and during the pre-lining CCTV inspection, the Contractor • shall test the existing service connections using the appropriate method to identify active • laterals openings that need to be cut open. That can be performed using dyes flushed • through residences service laterals while Closed Circuit Television (CCTV) recording is running through the 8" sewer line. The lateral inspection report shall be submitted to the • Engineer for a final approval on laterals to be opened. • • After the CIPP has cured, the Contractor shall reconnect all active sewer laterals and • cleanouts, This shall be accomplished without excavation from the interior of the lined pipe • using a Closed Circuit Television camera and a remote-control cutting device. Lateral pipes shall be reconnected with a whole diameter that is at least 90% and no more than 100% • of the inside diameter of the original connection.The opening cut for laterals and cleanouts shall be flush with the invert of the original connection.The Contractor shall have a backup • cutting system on site. All material cut from the liner to reconnect laterals and cleanouts, • and any miscellaneous material resulting from the cutting operations, shall be removed • from the pipe by means as approved by the Engineer. If CIPP is installed without access to mid-block manholes,the CIPP shall be opened in this matter at each of these manholes. • The Contractor shall notify all affected parties in writing at least two full business days before taking • sewer laterals out of commission. Said notice shall specify the time frame laterals will be out of • service and shall advise parties againstwater usage during such time(e.g.,running water,washing • laundry, flushing toilets, etc.), or notify them of water service shutdown for the work period. Immediately after sewer laterals are reconnected,the Contractor shall notify all affected parties that • their water and sewer service has been reactivated and is fully operational.All sewer laterals must • be reconnected at the end of each working day. The Contractor shall pay the City the sum of $50.00 per hour for each and every sewer lateral that is out of service after 9:00 p.m., Monday • through Friday, or 6:00 am for nightwork areas unless otherwise permitted by the Engineer. • Following reconnection of sewer laterals,the Contractor shall conduct A Closed Circuit Television • inspection of the lined pipe in presence of the engineer.The Contractor shall provide the engineer • with one original videotape of the inspection covering the entire length of the completed work.The • tape shall be provided to the Engineer immediately upon completion of the video inspection. If the • Contractor desires to have an original copy of the videotape, then the Contractor shall record two • tapes simultaneously during the video inspection. One tape shall become the property of the City and the second shall be the property of the Contractor. Video quality shall be in accordance with • Section 500-1.1.5,"Television Inspection"of"The Greenbook"and these Detail Specifications.The • Contractor shall use color VHS video equipment and a rotating-head camera. The videotape shall • indicate the date and time of the post-installation inspection and a running total of pipeline footage. • Tapes of low quality such as poor lighting and technical irregularities will be rejected. • • DS-10 • • • • • Prior to acceptance of the work, the engineer shall review the tape of the post-installation video inspection and detainee whether and where portions of the work are not in conformance with ASTM • F 1216-98, Section 500-1 .4, "Cured-In-Place Pipe Liner (CIPP Liner)" of "The Greenbook' and • these Detail Specifications. The Contractor shall correct all such portions by means as approved • by the Engineer. • Measurement and Payment - Service Connections Cuts shall be paid for at the Contract Unit Price per Each, in accordance with Section 9-3 of "The Greenbook". The unit price shall be • considered full compensation for furnishing all labor, materials, tools, equipment, apparatus, and • incidentals for doing all the work required; including all work needed to identify active laterals. • Blq ITEM 7 - HOUSE BY-PASS PUMPING • • In case sewer service to a residence or business cannot be shutdown, house by-pass pumping will ` be necessary. This can be performed by pumping sewage through individual house sewer • cleanout. In case a sewer cleanout is not found, Contractor shall construct an accessible sewer cleanout along the existing sewer lateral, per City of San Capistrano Standard Plan 808. • • Measurement and Payment-House by-pass pumping shall be paid for at the Contract Unit Price • per Each, in accordance with Section 9-3 of"The Greenbook'. The unit price shall be considered • full compensation for furnishing all labor, materials, tools, equipment, apparatus, and incidentals • for doing all the work required. • BID ITEM 8 - OFF-STREET STORAGE OF EQUIPMENT AND MATERIALS • • The work forthis item shall consist of complying with the modified requirements of Section • 7-10.2, Storage of Equipment and Materials in Public Streets, in the contract Special • Provisions. • Measurement and Payment - The lump sum price for this item shall include all labor, • materials, tools and equipment necessary to carry out the work as specified and no • additional compensation shall be made therefor. • BID ITEM 9-COMPLIANCE WITH NATIONAL POLLUTANT DISCHARGE ELIMINATION • SYSTEM REQUIREMENTS • • The contractor shall allow in his bid under this item all costs incurred to accomplish • compliance with the National Pollutant Discharge Elimination System requirements. Measurement and Payment-PaymentforcompliancewiththeNationalPollutantDischarge Elimination System Requirements shall be considered full compensation for furnishing all • labor, materials, and incidentals for accomplishing the work as specified herein and no • additional compensation shall be allowed therefore. • • BID ITEM 10 — NEW COVER AND FRAME • • DS-11 • • • • • Where it is shown on the plans, existing manhole frame and cover shall be replaced with a new • cover and frame in accordance with the City Standard Plan No. 807, 801, or 802. Measurement and Payment- The unit price bid for installation of each new cover and frame shall include all labor, material, backfill, excavation, incidentals and equipment necessary to • perform the work and no additional compensation will be allowed. • • BID ITEM 11 — RAISE MANHOLE TO GRADE Where it is shown on the plans, existing manhole shall be raised to new grade with rings per the City Standard Plan No. 801. • • Measurement and Payment-The unit price bid for raising the manhole to grade shall include • all labor, material, backfill, excavation, incidentals and equipment necessary to perform the . work and no additional compensation will be allowed. • • BID ITEM 12 — REHABILITAION OF EXISTING BREAK-IN CONNECTIONS • Where it is shown on the plans, rehabilitation of existing Break-In connection shall be • performed in accordance with the City Standard Plan No. 806. • Measurement and Payment- The unit price bid for rehabilitation of existing Break-In • connection shall include all labor, material, backfill, excavation, incidentals and equipment • necessary to perform the work and no additional compensation will be allowed. • BID ITEM 13— POINT REPAIR OF EXISTING PIPE • Where it is shown on the plans, point repair of existing pipe shall be performed as shown in • detail on Sheet 2. • Measurement and Payment - The unit price for point repair shall include all labor, material, • backfill, excavation, incidentals and equipment necessary to perform the work and no additional • compensation will be allowed. • • BID ITEM 14— RECONNECT EXISTING HOUSE CONNECTIONS • Where it is shown on the plans, reconnect existing house connection in accordance with the • City Standard Plan No. 803. This Item shall include street reconstruction. • Measurement and Payment- The unit price for reconnecting existing house laterals shall • include all labor, material, backfill, excavation, incidentals and equipment necessary to perform • the work and no additional compensation will be allowed. • BID ITEM 15—ABANDON EXISTING SEWER • Following work under Bid Item 14, where it is shown on the plans, the existing sewer pipe shall • be abandoned in accordance with Section 306 of"The Greenbook". • Measurement and Payment- The unit price per lineal foot for abandon existing sewer shall • include all labor, material, backfill, excavation, incidentals and equipment necessary to perform • • DS-12 • • • • the work and no additional compensation will be allowed. • BID ITEM 16—ABANDON EXISTING MANHOLE • Following work under Bid Item 14, where it is shown on the plans, the existing manhole shall be • abandoned in accordance with Section 306 of"The Green book".This Item shall include street • reconstruction. • Measurement and Payment -The unit price each for abandon existing manhole shall include • all labor, material, backfill, excavation, incidentals and equipment necessary to perform the • work and no additional compensation will be allowed. • • BID ITEM 17 — RAILROAD PERMITS • Where work is in or adjacent to the Railroad Right of Way the Contractor shall obtain necessary • Railroad permits and pay for necessary flagmen. Contractor shall also comply with Permit • Agency's requirements when doing this work. An allowance of $10,000 has been provided in the Schedule of Work Items • • Measurement and Payment- Payment under this item shall be based on actual payments • made by the Contractor. BIP ITEM 18— CALTRANS PERMITS • Contractor shall obtain Caltrans permits when work is in their right-of-way, such as Junipero • Serra Road and pay for necessary Caltrans inspections. Contractor shall also comply with Permit Agency's requirements when doing the work in its right-of-way. An allowance of$3,000 • has been provided in the Schedule of Work Items. • • Measurement and Payment- Payment under this item shall be based on actual payments • made by the Contractor • INCIDENTALS • • The following items are considered incidentals to the bid items shown above and will not be • paid for separately. Accordingly these costs should be prorated to the appropriate bid items. • A. PUBLIC NOTIFICATION • • 1. The Contractor will notify the occupants of all affected properties fourteen days and • again two working days in advance of construction operation. 2. Should scheduled work need to be cancelled the Contractor will notify the occupants of • all affected properties as soon as possible and provide them again two working days in advance of construction operation. • The Contractor's notification shall be accomplished by the hand delivering of individual • letters of notification to the area residents fronting the various streets within the • DS-13 • • • • scheduled construction area. A facsimile notification letter shall be submitted for review • by the Engineer fourteen days prior to its intended use. 3. Work impacting schools shall be scheduled for non school days during the working week. • • Measurement and Payment - Public Notification will not be measured and paid for directly but • shall be considered as a subsidiary obligation of the Contractor with costs included in the prices • bid for the items to which they apply. Public Notification shall include furnishing all labor, • materials, tools, transportation, signs, sign support structures, equipment and incidentals necessary to carry out the work as specified and no additional compensation shall be made therefor. • • B. TRAFFIC CONTROL AND PUBLIC SAFETY • The Contractor shall prepare traffic control plans designed by a registered traffic engineer for • work in Camino Capistrano, Junipero Serra, Ortega Highway, Del Obispo Street and EI Camino • Real. All other traffic control shall be in accordance with the WATCH manual. Traffic Control Plans and/ or any proposed changes thereto are subject to the approval of the Engineer prior to implementation and may be modified as required while in • operation to the satisfaction of the Engineer. • • Measurement and Payment -Traffic Control and Public Safety will not be measured and paid • for directly but shall be considered as a subsidiary obligation of the Contractor with costs • included in the prices bid for the items to which they apply. Traffic Control and Public Safety shall include furnishing all labor, materials, tools, transportation, signs, sign support structures, • equipment and incidentals necessary to carry out the work as specified and no additional • compensation shall be made therefor. C. DUST CONTROL AND CLEANUP • Dust control and construction cleanup shall conform to Section 7 of"The Greenbook". • • Measurement and Payment- Dust Control and Cleanup will not be measured and paid for • directly but shall be considered as a subsidiary obligation of the Contractor with costs included • in the prices bid for the items to which they apply. Dust Control and Cleanup shall include furnishing all labor, materials, tools, transportation, signs, sign support structures, equipment • and incidentals necessary to carry out the work as specified and no additional compensation • shall be made therefor. • • • • • • DS-14 • • •l J ' • • • • • • • • • SPECIAL PROVISIONS FOR THE • CONSTRUCTION OF SANITARY SEWERS • CITY OF SAN JUAN CAPISTRANO SAN JUAN CAPISTRANO, CALIFORNIA • ADOPTED BY RESOLUTION NO. 78-2-15-3 • ON FEBRUARY 15, 1978, BY THE CITY COUNCIL • OF THE CITY OF SAN JUAN CAPISTRANO, • CALIFORNIA . • RESOLUTION N0. 78-2-15-3 • PUBLIC WORKS CONSTRUCTION ST.INDARDS 'MODIFICATION • A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA, MODIFYING THE PUBLIC WORKS CONSTRUCTION STANDARDS BY ESTABLISHING SPECIAL PROVISIONS FOR SANITARY • SEWER CONSTRUCTION IN ACCORDANCE WITH THE • PROVISIONS OF ORDINANCE NO. 349; STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION • WHEREAS, the City Council has adopted Ordinance No. 349, Standard Specifications for Public Works Construction; Section 2 • of said Ordinance permitting the modification or amendment to the approved Public Works Construction Standards; and, WHEREAS, the City Engineer has established that the • Special Provisions for the Construction of Sanitary Sewers are comparable to existing construction methods throughout the • County of Orange. Three (3) copies have been and now are filed . • in the office of the City Clerk for examination. NOW, THEREFORE, BE IT RESOLVED that the effective date of this Resolution shall be March 2, 1978. • PASSED APPROVED AND ADOPTED this 15th day of • February 1 1978 by the following vote, to wit: • AYES: Councilmen McDowell, Friess, Nash ' • and Mayor Heckscher . NOES: None • ABSENT:. Councilman Sweeney • Y O. HECKSCHER, MAYOR . ATTEST: • CITY CL�.RFC STATE OF CALIFORNIA ) COUNTY OF ORANGE ) as. • CITY OF SAN JUAN CAPISTRANO ) • 1, MARY ANN HANOVER, City Clerk of the City of San Juan Capistrano, California, DO HEREBY CERTIFY that the foregoing is a . true and correct copy of Resolution No. 78-2-15-3 , adopted by the City Council of the City of San Juan Capistrano, California, • at a regular meeting thereof held on the 15th day of • February 1978 . • (SEAL) MARY AN HANO_VER, CITY CLERK -1- •t • • • TABLE OF CONTENTS SECTION I: EXECUTION OF WORK PAGE I-01 TRENCH EXCAVATION AND BACKFILLING . . . . . . . . , 1 I-02 PROTECTION OF EXISTING UTILITIES . . . . . . . . . 3 • I-03 PIPE LAYING . . . . . . . . . . . . . . . . . . . . 4 I-04 MANHOLES . . . . . . . . . . . . . . . 6 • I-OS CONNECTION TO EXISTING MANHOLES . . . . . . . . . . 7 I-06 HOUSE CONNECTIONS . . . . . . . . . . . . . . . . 7 I-07 SEPARATE WYES AND TEES . . . . . . . . . . . . . 7 • I-08 TESTS`.FOR LEAKAGE . . . .. . . . . . . . . . 8 LIST OF STANDARD DRAWINGS . . . . . . . . . . . . . 10 THE CONSTRUCTION OF SANITARY SEWERS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE STANDARD SPECIFICATIONS FOR PUBLIC W RKS CONSTRUCTION, 1976 EDITION, AND THESE SPECIAL PROVISIONS. • A COPY OF EACH SHALL BE MAINTAINED AT THE PROJECT SITE AT ALL TIMES. • • • SECTION I • EXECUTION OF WORK • I-ol TRENCH EXCAVATION AND BACKFILLING: • A. Excavation: Excavation for trenches shall include the re- moval of all material of any nature for the installation • of the pipes or structure and shall include the construc- tion of trench shoring and timbering and all necessary installations for dewatering as required. The Contractor shall familiarize himself with, and shall conform to the regulations of the "General Construction • Safety Orders" and "Trench Construction Safety Orders" of the State of California, Department of Industrial Relations, • Division of Industrial Safety. • Whenever the trench excavation is made in undisturbed • ground and. the earth is of a stable, well-consolidated • material, tunnels connecting open trenches may be con- structed provided the roof of the tunnel slopes at a mini- mum of one (1) foot vertical to three (3) feet horizontal • and a minimum clear space of two (2) feet is allowed above the top of the pipe. • Bell holes shall be excavated in the bottom of the trench, when required, of sufficient size and depth to permit con- • structigg the joints. Between bell hole's, the entire • length 'of -the pipe shall have a. uniform bearing upon undis- turbed soil. • Excavations for manholes shall be of sufficient width. to • leave at least six (6) inches in the clear between their • outer surface and the embankment or timbering which may be • used. • B. Minimum Width of Trench: The minimum width of pipe trenches , measured at the crown of the pipe, shall not be less than • twelve (12) inches greater than the exterior diameter of the • pipe, exclusive of bells, and the minimum base width of such trench shall not be less than twelve (12) inches greater • than the exterior diameter of the pipe exclusive of special • structures or connections, and such minimum width shall be • exclusive of all trench timbers. • C. Maximum Length of Open Trench: Except by special permission y the Engineer, the trench shall not be open for a total • of more than 500 feet at any given time for the total project . • • • • • • D. Maximum Width of Trench: The maximum allowable width of trench for all pipelines measured at the top of the pipe shall be the outside diameter of the pipe (exclusive of • bells or collars) plus sixteen (16) inches, and such maxi- mum shall be inclusive of all timbers. A trench wider than the outside diameter plus sixteen (16) inches may be • used without special bedding if the Contractor, at his expense, will furnish pipe of the required strength to . carry the additional trench load. Such modifications • shall be submitted to the Engineer .and approved in writing. Whenever such maximum allowable width of trench' is exceeded for any reason except as provided for in the plans or specifications, or by the written direction of the Engineer, • the Engineer may require, at his discretion, that the Con- tractor, at his expense for all labor and materials, cradle the pipe in Class 420-C-2000 concrete. . E. Backfilling Excess Trench Depth: If any trench, through the neglect of the Contractor, be excavated below the • bottom grade as required by the profiles, it shall be refilled to grade, at the Contractor's expense for all labor and material, with clean sand or sand and gravel • well tamped in place. F. Bracin Trenches: The sides of the trenches shall be sup- ported with plank sheeting and bracing, and all tunnels shall be timbered wherever the ground will not stand un- supported. In all cases the sheet piling or timbering shall be redrawn as the work progresses, .in such manner as to prevent as much as possible the caving inward of the • sides of the trench. All excavations shall be done is accordance with all laws • and ordinances of the County or State as they may apply. G. Crushed Rock Bedding: Where ground water is encountered • or the n4tive material does not afford a sufficiently solid foundation for pipe sub-grade as specified above, the Contractor shall excavate to such depth below sub- grade as the Engineer decides is necessary and shall con- struct a stable base by placing crushed rock bedding upon which sub-grade can be prepared. Crushed rock for bedding • shall be two-inch (211) maximum size . H. Pipe Zone Backfilling: The pipe zone shall be considered to extend from the grade line to a minimum of twelve (12) inches .above the top of the pipe. In the pipe zone, the • backfill material shall consist of sand or select backfill material. placing of the backfill material in the pipe zone shall be as determined by the Engineer. Particular • attention is to be given to the underside of the pipe and fittings in order to provide a firm support along the full length of the pipe. -2- • • I . Pipe Zone to Top of Trench Backfilling: From the top of the selected backfill to the top of the trench, the material • for backfill shall be free from stones or lumps of material • exceeding three (3) inches in greatest dimension. This backfill material shall be compacted to a minimum relative • density of ninety (90) percent of maximum. This compaction • shall be obtained by means of water settlement or tamping, depending on the nature of the material . Sandy, granular • soils may be compacted by means of water settlement . The • area to be backfilled by water settlement shall be diked at suitable intervals so that water will be impounded to sufficient depth so that earth pushed or shoveled into the area will be falling into water at all times and will • be completely saturated . Soils not having a sand or granu- lar nature shall be backfilled and compacted by either of • the following methods : 1. The material shall be placed in layers not exceeding eight (S) inches in thickness, loose measurement, and • each layer compacted to a relative density of ninety • (90) percent or more, of maximum by means of hand or • pneumatic tampers. • 2. The material shall be placed in layers measuring at least four (4) feet in thickness; loose measurement, • and each layer compacted to a relative density of • ninety (90) percent or more. On steep slopes and other locations where compaction • by flooding is not practicable, the backfill shall be compacted by means of either of the above tamping • methods . Backfill material .placed within twelve (12) inches or • less of base of pavement, sidewalk, curb, or concrete structure, shall have an expansion, when saturated with • water, of less than one and one-half (1-1/2) percent, and a minimum compacted density of ninety (90) percent of maximum. Any excavated material which does not con- form to these specifications shall not be used for this portion of the backfill and new material conforming to these requirements shall be obtained and placed at the • Contractor's expense. • • I-02 PROTECTION OF EXISTING UTILITIES: A. General: Utilities for the purposes of these specifica- • tions shall be considered as including but not limited to : • Pipelines, conduits, transmission lines, and appurtenances of "Public Utilities" (as defined in the Public Utilities • Act of the State of California) and those of private indus- try, businesses , or individuals solely for their own use or for use of their tenants ; and storm drainage, sanitary • sewers, street lighting, and traffic signal systems. The • • -3_ • • • • • • accuracy or completeness of the utilities indicated on the drawings is not guaranteed. Service connections to ad- jacent property may or may not be shown on the drawings. It shall, be the responsibility of the Contractor to deter- • mine* the exact location of all utilities and their service connections. The Contractor shall make his own investi-gations as to the location and type of existing utilities • and their appurtenances and service connections which may be affected by the contract work and shall notify the • Engineer as to any utility located by him which has been • incorrectly shown or omitted from the drawings. • B. Responsibility of 'the Contractor: The Contractor shall be • held responsible for all costs, for the repair of any and all damage to the contract work or to any utility (whether previously known or disclosed during the work) , as may be • caused by his operations. Utilities not shown on the draw- ings to. be relocated or altered by others, shall be main- tained in •place by the Contractor. At the completion of • the contract work, the Contractor shall leave all utilities and appurtenances in a condition satisfactory to the owners • and the City. • • I-03 PIPE LAYING: • After the trench for the pipe has been excavated to the proper line . and grade in the manner before specified, the pipe shall be laid therein in the following manner: • • Before lowering, and while suspended or standing vertically at trench side, the pipe shall be inspected for defects and rung with a light • hammer or other metal object to detect cracks. Any defective, damaged, • or unsound pipe shall be rejected. Before any pipe is lowered into place, the trench bottom shall .be prepared so that each length of pipe shall have a firm and uniform bearing over the entire length of the • barre = All adjust(rtents in line and grade shall be made by scraping away. dr filling and tamping in under the barrel of the pipe and not wedging or blocking. The faces of all spigot ends and all shoulders . in the hubs or sockets must be true and brought into firm contact , and any lumps and excrescences on said faces shall be cut away before • the pipe is lowered into the trench. The pipe shall be laid, without break, upgrade from structure to structure and with the socket upgrade. • whenever the work ceases for any reason, the unfinished end of the . pipeline shall be securely closed with .tight fitting plug or cover. The interior of each pipe, after being laid, shall be thoroughly • cleaned. • A. Jointing Vitrified Clay Pipe : Mechanical compression • joints far vitrified clay pipelines shall be assembled in • accordance with the manufacturer's recommendation. Care shall be taken to insure that a tight compression joint is • effected upon assembly. • -4- • • • • • • • B. _Jointing Cast-Iron Pipe: • 1. Lead Joints: The spigot end of the pipe shall be • inserted for the full length of the socket in -such a • manner that the inside surface of the pipe shall be flush and even. For leaded joints a gasket of oakum • shall be driven tightly into the joint from the outside • using a caulking iron, leaving a depth of at least 2-1/2 inches of the annular space clear to receive the • lead. The oakum shall be so placed that a gasket of • uniform thickness is obtained. It shall be . driven back solidly so that there are no loose ends protruding. A suitable runner mudded with clay shall then be placed • around the pipe and the ends of the runner shall be clamped, leaving an opening at the top of the pipe slightly off center and sufficiently large to allow the lead to be poured.' The lead shall be heated to a • temperature such that when stirred it will show a rapid • change in color. Scum shall be removed before pouring. Lead shall be poured at a good speed to fill the joint • completely in one continuous operation. The runner • shall not be removed until the lead has solidified. After the runner has been removed, the .lead shall be • thoroughly caulked in such a manner as to secure a • watertight joint without overstraining the cast iron bell. The face of the completed joint shall be flush • with the face of the bell. Spongy or imperfectly filled • joints shall be burned out and repoured. • 2. Mechanical- Joints: Joints shall be in accordance with • AWWA C-111-64. When tightening bolts the gland is to be :brought up toward the pipe flange evenly, maintain- ing approximately the same distance between the gland i. • and the face of the flange at all points around the socket to provide an effective joint seal. • 3. Neop gene-Ring Joints : Between lengths of cast iron , • pipeneoprene gasket joints can be used. Joints shall be "Tyton" as manufactured by the United States Pipe and Foundry Company or approved equal. Installation • shall be in accordance with the Manufacturer's recom- mendations. Gasket seats and neoprene gaskets shall be thoroughly cleaned before assembly. The completed • joint shall have a uniform contact by the gasket between . the outer surface of the spigot and the gasket seat of . the bell. • C. Horizontal Separation: See Standard Drawing S-5. • D. Vertical Se aration: Whenever a sanitary sewer, including • house atera s , must cross a pressure water main, the sewer • shall be of one of the following types of construction: • • • • • • •• Class 150 or heavier cast-iroq pipe with hot-dip bituminous coating and with lead or mechanical ,joints. Vitrified clay pipe with reinforced concrete encasement, which encasement shall have a minimum • thickness of 6 inches. Vitrified clay pipe within a continuous steel • casing, which casing shall have a thickness of not less than 1/4 inch and with all voids between sewer pipe and casing pressure grouted with sand-cement • grout. If the sewer is above the water main, the special construc- tion shall extend a sufficient distance on both sides of the crossing to provide 10 feet of horizontal clearance . with the water main. If the sewer is located below the water main and within a vertical distance of 3 feet clear- ance distance, the special construction shall extend a suf- ficient distance on both sides of the crossing to provide 4 feet of horizontal clearance with the water main. These construction requirements shall not apply to those house • laterals that cross below a pressure water main. E. Si hon Criteria: Siphons are unacceptable to the City • uess extremely unusual circumstances prevail. • I-04 MANHOLES: Manholes shall be constructed of precast reinforced concrete sections . The bottoms of all-such structures are to be formed of concrete of the full thickness shown on the plans and the concrete shall be propor- tioned as herein before specified. The inside bottom of the manholes shall rise above the footing a distance equal to the diameter of the largest pipe entering or leaving the manhole, and the flow-through • channel shall conferm to the inverts of the sewer pipes. 'The surface of the channel shall be troweled to a smooth and even surface . Man- hole steps shall be uniformly spaced at a maximum of 16 inches with • the top step placed just under the manhole frame. The lowest step shall be placed not more than 24 inches above the shelf . The top step shall project 3 inches inside the manhole and all others 5 inches . • The tops of all manholes located in paved areas shall be set flush with final paving grade. The tops of manholes located in improved but unpaved areas• shall be set to be even with finished grade. Tops • of manholes and cleanouts located in unimproved areas shall be set to prevent the entry of surface water as directed by the Engineer. • precast manhole sections shall be •laid concentrically to provide a smooth interior manhole surface . Joints shall be completely filled with mortar to provide watertight seals . • I-05 CONNECTION TO EXISTING MANHOLES: In the locations as shown on the drawings the Contractor shall break into existing manholes structures and install the new inlet lines as • specified. New flow-through channels shall be constructed in each manhole base • to accommodate the new sewer lines . Smooth transitions shall be • installed from the inverts of the newly installed pipes to the exis- ting manhole outlets. Openings in the sides of the manholes shall be sufficient to permit the inserting of the sewer pipes and the forming of 5-sack grout around the newly installed pipes. Other details shall be in accor- dance with the Standard Drawings. • I-06 HOUSE CONNECTIONS: • • The term "house connection" as used in these specifications or on the plans is used to designate a lateral sewer, laid from a main sewer to • a point at the property line, or other location, as shown on the plans, • from which sewer service can be obtained by proper extension. The house connection shall be constructed on an unyielding foundation, • with joints closely and accurately fitted, true to line, and on a • straight grade from the bend joining the main sewer to ,their upper ends, unless otherwise indicated on the plans. House connections • shall not be laid on a slope greater than 45 degrees from a horizon- tal line unless required or approved by the Engineer. Wyes for house connections shall be installed as specified below. The house connec- tions sewer lines shall be jointed to Y branches by eighth bends. • All eighth bends are a part of the house connection sewer line. The top of pipe of the upper end of each house connection shall be built . • to a depth of 5 feet below the surface of the ground, except where different depths are indicated on the plans. Where a house connec- tion sewer is to be connected with a chimney, all bends leading • away from the Y branch are a pact of said house connection sewer • line. All house connections shall be installed with a suitable stopper of the size of the connection. House connections shall be properly • field marked by means of an "S" on the top of the curb or by other • means, approved by the Engineer, where necessary. • I-07 SEPARATE WYES AND TEES: ' • • Commercially manufactured wyes and tees shall be installed where indicated on the plans and/or at such other locations 'required by • the Engineer. where conditions are such that the connecting pipe • cannot be adequately supported on undisturbed earth or tamped- back- fill, the pipe shall be encased in concrete or supported on a concrete • cradle as directed by the Engineer. Concrete required shall be in- stalled at the Contractor's expense. All wye and tee branches not to be joined to house connections shall be installed with a suitable stopper of the size of the wye or tee branch. The Y branches , unless • • -7- • • • • otherwise specified, will be inclined upward at an angle not greater than 45 degrees from a horizontal line. If so shown on the plans, T branches shall be substituted for Y branches. No Y or T branch shall be placed closer than 5 feet to the centerline of any manhole or clean- out.. The use of double wyes will not be permitted except as specified or required for chimneys. I-08 TESTS FOR LEAKAGE: Tests for pipeline leakage shall be in accordance with the following specifications: A . LeakageDue to Internal Pressure: In sections of line where significant ground water is not present above the • average pipe invert, the Engineer. shall inspect all pipe- line joints after completion of final pipe jointing. Based on this inspection the Engineer shall decide whether water pressure tests or air pressure tests shall be conduc- ted and shall stipulate the pipeline sections to be tested in all sewer lines. If required, water pressure tests • shall be conducted as follows: The pipeline between manholes in the sections to be tested shall be filled with water and the ends of the line plugged with a plumbers plug. Sufficient time shall be permitted . to elapse between the filling and the testing of the line to permit absorption of water.by the pipe walls. The man- hole shall be filled to . a level not less than four feet • above the level of the sewer in the upper manhole. One gallon of water shall be added and the time required for the water level to return to the mark shall be measured . • The"time so measured shall not be less than that computed by the following formula: • Minimum Time (minutes} - 7,063 Diameter (inches) x Test Length Peet) If the leakage is greater than allowed, the pipe shall be overhauled by the Contractor at his expense until the joints • shall hold satisfactorily under this test . B. Leaka a Due to Infiltration: If, in the construction of a • aec on o e sewer or any size, excessive ground water is encountered, the test for leakage, described in Section "A" above, shall not be used, but instead a. test• for infiltra- tion shall be conducted for each section of the work if ordered by the Engineer. The end of the sewer at the upper structure shall be closed sufficiently to prevent the entrance • of water; pumping of ground water shall be discontinued for at least three days and the section shall be tested for in- filtration. The infiltration shall not exceed 1,000 gallons • per diameter inch per mile per day of main line sewer being tested and does not include the length of house connections entering that section. Where any infiltration in excess of -8- • • • this amount is discoveredbeforecompletion and acceptance of the sewer, the sewer shall be overhauled by the Con- tractor at his expense and the amount of infiltration re- duced to a quantity within the specified amount before the sewer is accepted. Should, however, the infiltration be • less than the specified amount, the Contractor shall stop • any individual leaks that may be observed, when ordered to • do so by the Engineer. • CO Leakage Measured Using the Air Pressure Method: The Con- tractor shall plug the ends OX the sewer lines being tested • with plugs and brace the ends of the pipe where needed. It • is recommended that the Contractor make an initial air test of the sewer main after installation and backfill and • consolidation of the trench, and prior to installation of • the house laterals. Such preliminary tests shall not con- stitute the final test.. The final leakage test shall be • conducted in the following manner, and shall include the • sewer main and laterals as a unit: • The line shall be supplied with air until 3-1/2 pounds per • square inch guage (psig) pressure has been reached, at which time the flow to the pipe shall be shut off. The Inspector will then accurately determine the time loss of • 1/2 psig pressure, to 3 psig pressure. The input air pres- sure shall not exceed 5 psig and shall be regulated by a • suitable regulator valve. The air test equipment is to be • approved by the Engineer. • The pressure loss of 1/2 psig pressure shall not occur in a time period of less than 1 minute. If the time loss is • less than. l minute, the Contractor shall make such repairs • as are net:essary to the satisfaction of the Engineer to eliminate the excessive leakage. • • • • • • • • • • • _8- • • • • WHEN SROKEN ENO OF PIPE IS WITHIN MANHOLE.fKA,N . [ACK FLUIN MIT" INSIOE OF MANHOLE WALL ANO PLASTEN •�I MOREN [WOE! SMOOTH. WHEM UNMONEN END OF PIPS It NMANHOLE.LEAVE SQUAME ENO ANO RILL FILLET! • AT UPPER SECTION TO ORAML - - ' TWO CPO" ELEVATION OP ALL NRP3 I I AT 1pIIS VC.R JOINT! • SMALL K TNt E At M CSKMI: AT AAjTt AND OUTLET. ELEVATION OF THE LARftST KK `^c, • 0"" OTMCXWIS[ INOIfr1Tt I MOTE: . COVR DETAILS.R[FR TO a �w FM FRAE AM FIRST PLATE 2-9.STAMOMO MAMIO [ RRAMEo Off or "AL �w[M • R A t SECTIOIL . 11 WNHOLIC SNOT 00, 06 TO IK FIRM s • PLACWONOOMIl TREAM SIOEOP MANHOLE. LADDER RUNGS AMC 1 IAtRUN1Eo. SEEatcl: t-O0. G• TOP !Tv-3" • � 5 Is• -.•I 1 I , • STWWMP TYPE SAFETY fTEPS SPACE) If`aa•AM i 1 f WT M PLACE AT TIME OF MANYFACTIM[. • STEP DETAIL • PLASTER FILLET TOP OF PAVEMENT OR SITb NOTC • EXISTINE MAO[. 1YTONAL SMALL BE W OUA.STEEL CDMPORMNIf TO "TAL A-15 OR A-O7 fLLMUNIZED AFTER FAGRICATOM • M ACCORD INNM "TAL A-123. • 1 1 1 l 1 ( /2"CO ENT MORTAR - • 1 2-3'COLLAR SECTION/ Ile SO 24' C �T • CONE SMALL K N ECCENTRIC TO THE DO" �EE!IOt OF THE • MOL t/2`OROUT SETM[[N - • – At=— SEVfL JOINTS 1 • CONE DETAIL • L M - !Et !T!►OCTAL � MATER TIGHT UF►OI RIfNT. • JOINTS(TTR) .f. t NE" 11/2'n • V i- • N '- 1 • • t e� .' 'R,sCROON ntWTKM TD NIE ESIYL JOINT DETAIL • • EAS[ POURED ASAINST U"OIST%;m SOIL. • • STANDARD 48" MANHOLE NOTE 48"1.D. MANHOLE TO BE USED ON SEWERS 2d1 IN DIAMETER AND UNDER. • CITY OF SAN JUAN CAPISTRANO • STANDARD MANHOLE DETAILS • _ 1978 ITW. NG S • •I CTJT PHK FLYSHGRTN Now or I t`SECTION-INLET AND OUTLET I TTPJ • MAN""./SO09"96099 SMALL K PLASTERED WITH AC[Y[NT MORTAR TO SIVE A SMOOTH 14*LONG 19 CTION WHEIL • ENTRANCE TO M PIPE. ---- MAINLIN9 IS tl`vt► On HE CommOSM CUMTM OF ALL LARGER - INLET AND OYTL[T/TTP.) • PIP90 SHALL E[T11E YIN --1 - -_ AS TSR CROWN ELEVATION OF • M LARMT ME LVK M DTIRRWI[[ YIOICATED. �►�; . t- It LONG VCP JOINT 'C AT INLETS(TTP.) • FLOW • •� E-W4 It-04IAMB HOMO • _ I _ + AT EACH 9"0. • ' I ` TN[ YANMOL[ / ILAfT\ • SHAFT OF[NING LM~'E,LIN41 $NALL 0[ PLACED P • ON Toot DOWNSTREAM ♦ SA[RD iv sa OF THE ; I I • I--- -'- I ECCENTRIC FLAT TOP • PLAN • PLASTER FILLET WITH -I • L AceT_��R} OTOP R OF PAVE MARL T • ECCENTRIC FLAT TDP DETAIL w N • =� i !-i�COWR 1ECTHING s I/S�CEM[M YOIITAR i 1 -G COLLAR ![CTION PRECAST CONCRETE = Vol • w STANDARD 100L0.MLL 6- RING SECTION S KAS` E LA0• SECnOM ECCENTRIC CONE )0`E GO`A • Ili _27-NHH WITH G TNICN WALLS CEMENT IlOIRAR FILLET 1— • I o-----SO LILA 70 0.b.9CC9N7R1C FLAT TOP. rOClNTIIIC TO THE I/lAMOYT • ...,. DOWN STREAM SIDE OF TN[ S S/4' � E Ile pr -. • 5 STEP PLATE 3-1 PON JOINT DETAIL Nd -. • y NOTE: . POR FRAME AND COVER DETAILS TO PLATE !- STANDARD MANHOLE PRMAND 0111111N.1111N. i ► •�P�L/OP Afa • R � I • • 1` f\Is ' • � POUR 1A![ AGAINST YNOIlTURlED SOIL. • ELEVATION • NOTE: THE STANDARD {D INCH MANHOLE SMALL EE USED • ON SEWERS 24° IN DIAMETER AND LARSCR,OTHER SPECIAL CASES,OR WHEN THE INVERT OF THE MANHOLE IS 12' DEEP. • CITY OF SAN JUAN -CAPISTRANO • STANDARD 60INCH MANHOLE •• 1978dC.EINO. 17629 -arc- S-2 .I • • •' i • •-'•• • CONTINUOUS CLASS •20-C-1000 • we \ GACKLC"r'LL WITH •� G.I I GAOUT CARRIER OVERALL SELL MICH. JOINTS • STRAP TWO SKIDS i MRL T • TO PIIS Cl. Ei/ Hoops �a•cL. AT 140 O.C. • CARRIER PIPE SNALL IE REINFORCED CONCRETE To* ANCHOR90 ANO/OR WEIGHED • IE/ORE GROUTING To ENCASEMENT AVOID rLOATINO. • ED TYPICAL PIPE CASING TO SI' FROM EG[LLS AND R A oil1t FOOT[SECT/ON • OF PIPE SHALL GE USED SEIORE AND AFTER THE ENCASEMENT. APPLY TORY OIL OR TAPER PLASM SNE[T ON ONNEN AOiPTAKS MATERIAL TD MEVEW SOHDiINNG • • • • LOCM SMR WITH A 1-I/161410H•S' . om"N TW Or CURD WHERE TTI[ LATERAL CROSSES UNDER THE CURS. WHERE NO CURE 1X1.7@ OR WHERE • TIRE LATERAL ENC.q WON MORE SACK • OF CURS.PL,C[ A<X$XSO'STAKE EXTENDING 2 AGWE.►'NNIS" GRACE. • [RICK V.C.P WY[ G INSTALLED VARIAII.L • WITNONT HOUSE LATERAL,rW WYL 1 SMALL IS IILGG[D WITH A V.C.PLUS • on HOMLNL STOP"R. b•MIR.Cr/ER PROPERTY LSK AT IRO/ERiY • LIN[ • 1/••PSR PC"MIM SLOPE can mOPR[NL STOPPER W4L WY[ • 1/0 G 1/0 SENDS AS MQUIRI¢ • • / • ` GRAVEL• D CRUSHspoED MOCK ILDOIN41 I W AND L4 FIN[ OP EACH• AND bFE[T EACH IDL OF LATERAL. • TYPICAL HOUSE LATERAL • • • CITY OF SAN JUAN CAPISTRANO • PIPE CASING , CONCRETE ENCASEMENT • & HOUSE LATERAL • 1978u�D C S— 3 CITY ENGIN R N I A • • • • MIN. 0 BAG OVER ODDAA(TYPJ FWHEN TO JOIN • - - —� COMPACTED - • L o SAG1MIlL 96%COMPACTION OF A.&(TYRI • • 16[CT MATERIAL SELECT MATERIAL OOBIACTED TOro TO SO • N[L.O� NEL.DENSITY • SRAVELOII - • \ CINMItO ROCK CLEAN SAND 6a IN • Y °° Y :' PIPE SUS-MAD[ N d PPP[ SUFMSE A • PM roulaam PINK FOUNDATION• • • TYPE I TYPE II • • • • COMPACTED COWACTED • BAOKFILL sACKF1LL • SELECT MATERIAL SIlLLCT MATtI11AL OMACTED TOSO% EO T09 BO% REL. DENSITY NEL.0[NSITT • • r - -3 \ CLASS E20-a-2000. • 7.it CONCRETE • PIP[ 1uB-oRAOE _ PIPE FOUNDATION • •• • _L NAND slop" FROM L MAKIMUM TO St DLTERMINED • UMSISTUNUO SOIL IN FIELD SY THE CITY ON THE BASIS OFMAXIMUM OVSRWIOTM EXCAVATED. • TYPE III TYPE IV • Norty I.THE TREMCM WIDTH AT THE UPFtR LIMIT OF THE PIK ZONE SMALL SE MITMIN THE FOLLOWING LIMITS FOR TYPE I.E.AMOZ SEDDIMS; • MAXIMUM TR[NCNMIDTM-O.O.OF FIRE OR SELL PLUS It' MINIMUM TRENCH WIDTH-O.D.OF PIPE OR SELL PLUS It' • S.TYPt a BEDDING SMALL SE USED WHERE THE TRLMCM WIDTH AT THE !WREN LIMIT OF THE FI►E ZONE EXCEEDS THE MAXIMUM WIDTH SPECIFIED ABOVE. • S.BACKFILL ASOVE THE PIPE ZONE SMALL CONFORM TO THE REQUIREMENTS OUTLINED IN SECTION 3061.3 M THE STANDARD SPECS. P A MINIMUM PAVING SECTION IS .2S A.C.OVER SOA& OR AS SPECIFIED BT THE CITY tMOINEER. FEATHER AND JON TO THE EXISTING PAVEMENT TO • THE SUFACTXXI OF THE CITY ENGINEER. • • CITY OF SAN JUAN CAPISTRANO • PIPE BEDDING DETAILS 0 1978w .P� n S_ 4 Z_ .N-j IRC9 NO 29 DATE • • • DESIGN REQUIREMENTS FOR SANITARY SEWERS IN THE • VICINITY OF PRESSURE WATER MAINS • • • 4A , ZONE D 2 ZONE 0 WATER 4' WATER 4' MAIN MAIN _ _ ZONE ZONE 0 A • • PARALLEL CONST. PERPENDICULAR CONST. • IF A SANITARY SEWER IS TO BE IF A MAIN LINE SEVER MUST CROSS A • - LOCATED WITHIN 10 FEET OF A PRESSURE PRESSJRE WATER WITHIN ANY OF THE ABOVE WATER MAIN WITHIN ANY OF THE ABOVE INDICATED ZONES, OR IF A HOUSE LATERAL • INDICATED ZONES .SPECIAL CONSTRUCTION MUST CROSS IN ZONE B, SPECIAL CONSTRUCTION WILL BE REGUIRE6 AS SHOWN BELOW WILL BE REOJIRED AS SHOWN BELOW. • ZONE SEWER CONSTRUCTION RE7JIREMENTi • A Y.C.P. WITH COMPRESSION JOINTS. • 8 OR C C LP. (CLASS ISO) APPROVED MECHANICAL JOINTS; OR V.C.P. WITH SPECIAL CONCRETE ENCASEMENT PER { DETAIL I ); OR V.C.P. GROUTED IN CONTI- NUOUS STEEL CASING. • D DO NOT LOCATE ANY PARALLEL SEWER IN THIS AREA W T HEALTH • DEPARTMENT -APPROVAL. GENERAL NOTES �� NO.4 BARS_ I a I. EXTEND BOTH ENOS ')F ENCASEMENT TO A POM1T T • . • ONE INCH SHORT OF FIRST PIPE JOINT OEIONC T 1 NO. f HOOPS LOCATIONS SPECIFIED ON P-AN. USE ONE FOOT SECTION . AT :4"cc • OF PIPE AT BOTH ENDS BEFORE USING STANDARD LENGTHS. P 6 • 2. APPIY FORM OIL, THIN PLASTIC SHEET, OR OTHER ' :ks • ACCEPTABLE MATERIAL TO PIPE, TO PREVENT BONG +'•; y •� .: BETWEEN PIPE AND. CONCRETE. •, . ; : ; 3 USE CLASS -420-C-2000 P.C.C. FOR ALL CASES. N �4 BARS ` • SPECIAL ENCASEMENT DETAIL I AO 444 W an^", LSI � (SEE STD. S-3) • • CITY OF SAN JUAN CAPISTRANO SEPARATION OF WATER AND SEWER LINES • I9^� GT :INF !`c I _- AA F S-5 • • • THE SELL d THE COLLAR WYE SADDLE SHALL NOT SE ENCASED IN CONCAETE. • TAP TO SE MADE AT APPROX. 4 of JOINT. ENCASE If EACH SDE Of OPENING WITH CLASS 420-C-2000 R C.C. YG • NR / CONdIETc ENCASLIIENT. • ` ,.-A WK it • ELEVATION SECTION A-A • • EXIST. V.C.P. EXIST. V.C.P. . --T • �___ T - -'-� I 1 I 1 • I j DETAIL MAKING CONNECTION 11 , r/ TO AN EXISTING SEWER: • �� I I - f I`I FOR MAKING G•LATERAL ON 11 1 1 1 • I I _ 1 1 1 G• MAIN OR A7 ACQUIRED GT 1/ I 1 � i THE CRY CMSNEER. • r •SOHO ffAi AOJYSI'MLF REPAIR NEW V.C.P. TEE OR WVE SECTION COUPLING, OR APPROVED CGUAL- • WITH PLAIN ENOS (2 REO'D.) • i • COLLAR WYE SADDLE • NOTES, 1. THE SEWEN LINE SHALL OE SCORED TO THE APPROXIMATE SHAT[ OF THE COLLAR WYE OR TEE PITTING.THE CONTRACTOR • SMALL EITHER COT A NEAT OPENING WITH A CIRCULAR CERAMIC SAW Of E"4'64 OR A' DIANETEASI OR MAKE A SMALL HOLE, NOT LARGER THAN 011E-MICM IN DIAMETER,IN THE APPROXIMATE CENTER Of THE SCORED AREA WITH A POINTED TOOL,SIMILAR • 10 A MASON'S PK;KAHO CWP WITH ACWSEL AND SHORT HANDL E,HAND MELD MAMMER INA SPINAL FASHION TO THE SCOPED LINE. • E. THE CONTRACTOR SMALL SECURE THE COLLAR WYE SADDLE TO THE SEWER AS APPROVED BY THE CITY EI Usm. • E. THE CONTRACTOR SWILL ENCASE THE SADDLE CONNECTION WITH CLASE1420.04000 RMAFTER THE CONNECTION 17 APPROVED N THE QTY VOR TO THE LIMITS INOICAT90 ASOVE • ♦ THE CONTRACTOR SMALL KEEP ALL CLAY CHIPS,DINT,EPDXY,MORTAR,AND CONCRETE OUT Of THE SEWER SADDLED,ANO SHALL PERFORM A CLEARING AND GALLING Of THE REACH SADDLED IF DIRECTED TO DO b ST THE CITY ENGINEER. • S, THE CONTRACTOR SMALL REPAIR OR REPLACE ANY DAMMED PK AS DIRECTED DY THE CITY ENGINGEA. • I. THE CONTRACTOR SHALL EPDXY ALL SADDLE CONNECTIONS TO THE SATISFACTION Of TIME CITY ENGINEER. • • CITY. OF SAN JUAN CAPISTRANO • SADDLE CONNECTION 1978 w S-6 • • • • a o o ❑ ❑ o • C o ❑ �W F ❑ ❑ C • s8, �" ❑o y ❑ ❑ O ❑ :3• ° , a 0 0 a ❑ 0 0 • 00 a a a 0 a • o ❑ 0 0 ❑ o • a o o ❑ • COVER — BOTTOM VIEW COVER —TOP VIEW • • • �- • II"" • • B SECTION C—C • • NOTES: • CAST IRON SHALL HAVE MINIMUM • PER TENSILE STRENGT OF 30,000 LBS. • ALHAMBRA FOUNORY CO. TYPE A-1270 OR EQUAL. • WEIGHT OF FRAME AND COVER n 440 LBS. •' MINIMUM • CASTINGS SHALL CONFORM TO • RING PLAN AaTM. A 48 CLASS 35. • • 34" 231/2" • • I � • • SECTION B_-_ B • CITY OF SAN JUAN CAPISTRANO • STANDARD MANHOLE • FRAME 81 COVER 1978wTY' ER.C.E. �� • • • CODER,FP.AIF 8 COW• /PAD TYPICAL FOR • W,B",OR 10, l0 SEWER. I . I ^ p I • STREET SURFACE. I CO E R .. CASTINGlei ion • • CLASS 560-C-3250 P.C.C. • rf I_ j SIDE VIEW • • VB BEND i • • C FINGER HOLE I. Gy ( I • O'er • FO • • 24" A • 2 • CLAS56 °'3250, s°k TOP VIEW • a � Pg , YE BRANCH • ALHAMBRA . FOUNDRY PLUG -- - — • A-1240 OR' EQUAL E MAIN UNEV.C.P. • TOP VIEW • NOTES: • I. CLEAN-OUT PIPE MUST BE 2. CLEAN-OUTS ARE FOR COMMERCIAL OR • SAME DIAMETER AS MAINLINE INDUSTRIAL USE ONLY AND ARE TO BE SEWER. LOCATED AT R.. • CITY OF -SAN JUAN CAPISTRANO • STD. CLEAN-OUT 1978T- CITY ^ 1 IS- 8 • • • • • • • • ' S3" • � City of San Juan Capistrano • • FP-3 • ROADS, STREETS, AND • HIGHWAYS OPERATION AND • MAINTENANCE • • Streets, roads, and highways are significant sources of pollutants in storm water • discharges, and operation and maintenance (O&M) practices, if not conducted properly, can contribute to the problem. The attached BMPs are recommended to be • used on an as needed and on a case by case basis. Some BMP might not apply in • certain situations and will not be used. The provided BMPs are potential measures that could be used, individually or collectively, as the situation requires, and as determined • by staff. O&M practices may involve one or more of the following activities: • 1. Sweeping &Cleaning • 2. Street Repair& Maintenance • 3. Bridge and Structure Maintenance • • Streets, roads, and highways are significant sources of pollutants in storm water discharges, and operation and maintenance (O&M) practices, if not conducted • properly, can contribute to the problem. O&M practices may involve one or more of the • following activities: • Pollution prevention measures that should be consider and the minimum required and • optional model procedures for each performance standard are provided below. • POLLUTION PREVENTION: • Pollution prevention measures have been considered and incorporated in the model procedures. Implementation of • these measures may be more effective and reduce or eliminate the need to implement other more complicated or • costly procedures. Possible pollution prevention measure for roads,streets, and highways operation and • maintenance include: • Use the least toxic materials available(e.g.water based paints,gels or sprays for graffiti removal) • Recycle paint and other materials whenever possible. • Once per year,educate municipal staff on pollution prevention measures. • • SJC FP-3 Roads Streets and Highways OM.doc 1 2/13/03 • • • • • • • • SJC FP-3 • • MODEL PROCEDURES: 1. Sweeping & Cleaning • Sweeping Frequency and ✓Maintain a consistent sweeping schedule. Provide minimum monthly sweeping • Timing of streets. • ✓Perform street cleaning during dry weather if possible. • ✓Avoid wet cleaning or flushing of streets, and utilize dry methods where possible. • ✓If flushing of a street is absolutely necessary,sweep and remove debris before flushing. Do not let wash water enter storm drain inlets. Collect wash water and • direct to a dirt or vegetated area, pump into a vacuum truck and dispose of • properly. • • Equipment Operation and ✓Maintain cleaning equipment in good working condition and purchase • Selection replacement equipment as needed. Old sweepers should be replaced as needed with new technologically advanced sweepers(preferably regenerative air • 4 Note:Permission sweepers)that maximize pollutant removal. • must be obtained for ✓Operate sweepers at manufacturer requested optimal speed levels to increase • any discharge of effectiveness. wash water to the sanitary sewer from ✓Runoff from sweeper wash rack cannot drain directly to the storm drain • the local sewedng ✓Clean sweepers at a wash rack that drains to the sanitary sewer. The wash rack • agency. area should be covered and bermed and wash water should drain to a clarifier • prior to entering the sanitary sewer,or use other acceptable BMPs as • appropriate to prevent wash water from draining into the storm drain • ✓Regularly inspect vehicles and equipment for leaks,and repair immediately. • • Management of Material ✓Dispose of street sweeping debris and dirt at a landfill. • Removed by Sweeping ✓Do not store swept material along the side of the street or near a storm drain • inlet. • +Note:Permission ✓ If dewatering of saturated materials is necessary it should be conducted in a must be obtained for designated area away from storm drain inlets and the water contained for proper • any discharge of disposal. wash water to the • sanitary sewer from ✓If authorized by the local sanitation agency,water may be discharged to the the local sewering sanitary sewer only after passing through a clarifier. As an alternative, • agency. dewatering can be conducted in a containment area in which saturated materials • are placed on a tarp and allowed to dry. Dry debris is then disposed of properly. • ✓Keep debris storage to a minimum during the wet season or make sure debris • piles are contained(e.g. by berming the area)or covered(e.g.with tarps or permanent covers). • • • SJC FP-3 Roads Streets and Highways OM.doc 2 2/13/03 • • • • • • • • SJC FP-3 • • Maximize Access for ✓Properly maintain and operate equipment;which will increase efficiency. • Sweepers ✓Sweeping should be conducted as close to the curb line as possible. • • 2. Repair and Maintenance Pavement Marking ✓Develop paint handling procedures for proper use,storage,and disposal of paints. ✓Transfer and load paint and hot thermoplastic away from storm drain inlets. • ✓Street or hand sweep thermoplastic grindings. Yellow thermoplastic • grindings may require special handling as they may contain lead. • ✓Replace paints containing lead and tributyltin with less toxic alternatives. • ✓Use water based paints. Clean application equipment in a sink that is • connected to the sanitary sewer. ✓ Properly store leftover paints if they are to be kept for the next job,or • dispose of properly. • ✓See Spill Control procedure sheet for guidance on the proper cleanup of • paint spills. • • Concrete Installation and ✓Avoid mixing excess amounts of fresh concrete or cement mortar on-site. • Repair Only mix what is needed for the job. • ✓Wash concrete trucks off site or in designated areas on site,such that there is no discharge of concrete wash water into storm drain inlets,open ditches, streets, or other stormwater conveyance structures. • ✓Store concrete materials under cover,away from drainage areas. • ✓Return leftover materials to the transit mixer. Dispose of small amounts of • hardened excess concrete,grout,and mortar in the trash. • ✓Do not wash sweepings from exposed aggregate concrete into the street or storm drain. Collect and return sweepings to aggregate base stockpile,or • dispose in the trash. • ✓When washing poured concrete areas to remove fine particles and expose • the aggregate, contain the wash water for proper disposal;do not discharge water to the storm drain system. • ✓Do not allow excess concrete to be dumped on-site,except in designated • areas. • ✓Apply concrete, asphalt,and seal coat during dry weather to allow the • material to adequately dry prior to a rain event. • ✓When making saw cuts in pavement,use as little water as possible and perform during dry weather. Cover each nearby or appropriate storm drain • inlet completely with filter fabric or plastic during the sawing operation and • • SJC FP-3 Roads Sheets and Highways 01M.doc 3 2/13/03 • • • • • • • • SJC FP-3 • • contain the slurry by placing straw bales,sandbags,or gravel dams around the inlets. After the liquid drains or evaporates,shovel or vacuum the slurry residue from the pavement or gutter and remove from site. Alternatively,a • small on-site vacuum may be used to pick up the slurry as this will prohibit slurry from reaching storm drain inlets. • • Patching, Resurfacing, ✓Pre-heat, transferor load hot bituminous material away from storm drain • and Surface Sealing inlets. • ✓Apply concrete,asphalt,and seal coat during dry weather to allow the • material to adequately dry prior to a rain event. ✓Where applicable, cover and seal each nearby or appropriate storm drain • inlet(with waterproof material,plastic or mesh)and maintenance holes • before applying seal coat, slurry seal,etc. Leave covers in place until job is complete and until all water from emulsified oil sealants has drained or • evaporated. Clean any debris from covered man holes and storm drain • inlets when the job is complete. • ✓Use only as much water as necessary for dust control,to avoid runoff. • ✓Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and • absorbents properly. • ✓Prior to a rain event or at the completion of a project, sweep the project area • by hand or with a street sweeper. • Equipment Cleaning, ✓Clean equipment including sprayers, sprayer paint supply lines, patch and • Maintenance, and Storage paving equipment,and mudjacking equipment at the end of each day. If equipment can be cleaned and materials reapplied at the job site,do so in • Also see Equipment Repair& compliance with the laws and regulations.Clean in a sink or other area(e.g. • Maintenance procedure sheet. vehicle wash area)that is connected to the sanitary sewer. • ✓ If refueling or repairing vehicles and equipment must be done on-site, conduct the activity away from storm drain inlets and watercourses. • Note:Permission i• Place drip pans or absorbent materials under heavy equipment must be obtained for p p h' when not in any discharge of use. • wash water to the ✓Clean paint brushes and tools covered with water-based paints in sinks sanitary sewer from connected to sanitary sewers. Brushes and tools covered with non-water- the local sewering . agency. based paints,finishes,or other materials must be cleaned in a manner that enables collection of used solvents(e.g., paint thinner,turpentine,etc.)for • recycling or proper disposal. • • • • • • SJC FP-3 Roads Streets and Highways OM.doc 4 2113/03 • • • • • • • SJC FP-3 • • 4 In addition to the procedures above, review and apply general procedures outlined for Minor Construction • activities when conducting street,road,and highway repair and maintenance activities. • 3, Bridge and Structure Maintenance • Painting and Paint ✓Transport paint and materials to and from job sites in containers with secure • Removal lids and tied down to the transport vehicle. • ✓Do not transfer or load paint near storm drain inlets or watercourses. • ✓Test and inspect spray equipment prior to starting to paint. Tighten all hoses • and connections and do not overfill paint container. ✓ If sand blasting is used to remove paint, cover nearby storm drain inlets prior • to starting work. • ✓If the bridge crosses a watercourse, perform work on a maintenance traveler • or platform,or use suspended netting or tarps to capture paint, rust, paint removing agents,or other materials,to prevent discharge of materials to • surface waters. If sanding,use a sander with a vacuum filter bag. • ✓Recycle paint when possible(e.g.paint may be used for graffiti removal • activities). Dispose of paint at an appropriate household hazardous waste facility. ✓See Spill Control procedure sheet for guidance on the proper cleanup of • paint spills. • Graffiti Removal ✓Avoid graffiti abatement activities during rain events. ✓Protect nearby storm drain inlets prior to removing graffiti from walls,signs, • sidewalks,or other structures needing graffiti abatement. Clean up • afterwards by sweeping or vacuuming thoroughly,and/or by using absorbent • and properly disposing of the absorbent. ✓Note that care should be taken when disposing of waste since it may need • to be disposed of as hazardous waste. • ✓When graffiti is removed by painting over,implement the procedures under • Painting and Paint Removal above. • ✓Direct runoff from sand blasting and high pressure washing(with no cleaning • agents)into a landscaped or dirt area. ✓If a graffiti abatement method generates wash water containing a cleaning • compound(such as high pressure washing with a cleaning compound),plug • nearby storm drains and collect wash water and dispose of properly. • • • • SJC FP-3 Roads Streets and Highways OM.doc 5 2/13/03 • • • • • • • • SJC FP-3 • • Guardrail and Fence ✓When cleaning guardrails or fences follow the appropriate surface cleaning • Repair methods(depending on the type of surface)outlined in the Sidewalk, Plaza, and Fountain Maintenance and Cleaning procedure sheet. • ✓ If painting is conducted,follow the Painting and Paint Removal procedures • above. • ✓ If graffiti removal is conducted,follow the Graffiti Removal procedures . above. • ✓ If construction takes place, see the procedure sheet for Minor Construction. • ✓Recycle materials whenever possible. • LIMITATIONS: • • Limitations related to street sweeping may include high equipment costs,the potential inability to restrict parking in • urban areas,the need for sweeper operator training,the inability of current sweeper technology to remove oil and grease,and the lack of scientific evidence regarding the expected levels of pollutant removal. • • REFERENCES: • Model Urban Runoff Program:A How-To Guide for Developing Urban Runoff Programs for Small Municipalities. • Prepared by City of Monterey, City of Santa Cruz,Califomia Coastal Commission, Monterey Bay National Marine Sanctuary,Association of Monterey Bay Area Governments, Woodward-Clyde, Central Coast Regional Water Quality • Control Board. July. 1998. • Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. • June 1998. • Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September • 1997,updated October 2000. • • • • • • • • • • • • • • SJC FP-3 Roads Streets and Highways OM.doc 6 2/13/03' • • • • • • • • • • tuu • � �A City of San Juan Capistrano J�`im N6c •"7(ItbRN\A • • �� FP-5 • • SOLID WASTE HANDLING • • It is important to control litter to eliminate trash and other materials in storm water • runoff. Waste reduction is a major component of waste management and should be encouraged through training and public outreach. Management of waste once it is • collected may involve reuse, recycling, or proper disposal. The attached BMPs are • recommended to be used on an as needed and on a case by case basis. Some BMP might not apply in certain situations and will not be used. The • provided BMPs are potential measures that could be used, individually or collectively, as the situation requires, and as Reduce by purchasing only • determined by staff. Specific solid waste handling activities the amount needed. • may include one or more of the following: Reuse products when possible. • 1. Solid Waste Collection Recycle leftover products that are recyclable,and • 2. Waste Reduction and Recycling dispose of other wastes • 3. Hazardous Waste Collection safely. • 4. Litter Control • • POLLUTION PREVENTION: • Pollution prevention measures have been considered and incorporated in the model procedures. Implementation of • these measures may be more effective and reduce or eliminate the need to implement other more complicated or . costly procedures. Possible pollution prevention measures for solid waste handling include: • Reuse products when possible. • Recycle leftover products that are recyclable. • Once per year,educate municipal staff on pollution prevention measures. • • • • • SJC FP-5 Solid Waste Handling.doc 1 2/13/03 • • • • • • • • SJC FP-5 • • MODEL PROCEDURES: • 1 . Solid Waste Collection • ✓ Implement procedures,where applicable,to collect,transport,and dispose • of solid waste at appropriate disposal facilities in accordance with applicable federal,state,and local laws and regulations.Optional disposal options • include the reuse and recycling of appropriate materials(see following • sections). • ✓ Include properly designed trash storage areas. • ✓ Regularly inspect solid waste containers for structural damage.Repair or replace damaged containers as necessary. • ✓Secure solid waste containers; containers must be closed tightly when not in • use. • ✓Do not fill waste containers with washout water or any other liquid. • ✓Remove all debris from containers prior to cleaning with water.Only clean • out containers in a designated area that drains to a landscaped area or a washrack that is connected to a sanitary sewer. • ✓Minimize spillage/leaking from solid waste containers. For larger solid waste • Also see Emergency Spill containers(especially compactors)that utilize a hydraulic fluid pump • Response procedure system, regularly inspect and replace faulty pumps or hoses to minimize the sheet, potential of releases and spills. • ✓Ensure that only appropriate solid wastes are disposed of.Certain wastes • such as hazardous wastes, appliances,fluorescent bulbs, pesticides,etc. • may not be disposed of in solid waste containers. • • 2. Waste Reduction and Recycling • Although many types of waste can be recycled,recycling options for each waste type may be • limited. All gasoline, antifreeze,waste oil,and lead-acid batteries can be recycled. latex and oil-based paint can be reused, as well as recycled. Materials that cannot be reused or recycled should be disposed of properly. • • ✓Provide containers for the collection and storage of recyclable materials. • ✓Do not mix liquid wastes,this can rause chemical reactions or make recycling impossible and complicate disposal. ✓Recycle used motor oil. Municipalities are required to have a used oil • recycling element within their integrated waste management plan. • • 4 The California Integrated Waste Management Board has a Recycling Hotline, (800) 553-2962, • that provides information and recycling locations for used oil. • • SJC FP-5 Solid Waste Handling.doc 2 2113/03 • • • • • • • • SJC FP-5 • • 3. Hazardous Waste Collection • Household hazardous wastes(HHW)are defined as waste materials which are typically found in homes or similar sources,which exhibit characteristics such as:corrosivity, ignitability, reactivity, • and/or toxicity,or are listed as hazardous materials by EPA. List of most common HHW products: ✓ Follow proper storage and disposal measures for hazardous waste materials Drain opener as identified on packaging or Material Safety Data Sheets. Oven cleaners ✓Emergencies related to hazardous waste should be reported to 911 • Wood and metal cleaners and polishes • Paint Thinners Automotive oil and fuel additives • Adhesives Grease and rust solvents Batteries • Herbicides Paint strippers and removers Pesticides • Fungicides/woodpreservatives • Starter fluids Carburetor and fuel injection cleaners • • • 4. Litter Control • • ✓Enforce anti-litter laws. • ✓Provide litter receptacles in busy, high pedestrian traffic areas of the • community,at recreational facilities,and at community events. ✓Clean out and cover litter receptacles frequently to prevent overflow. • ✓ Increase litter control for events generating substantial quantities of litter. • • LIMITATIONS: • • Requires continuous public education. • REFERENCES: • Bay Area Stormwater Management Agencies Association. 1996. Pollution From Surface Cleaning. • California Storm Water Best Management Practice Handbooks. Municipal Best Management Practice Handbook. • Prepared by Camp Dresser&McKee, Larry Walker Associates, Uribe and Associates, Resources Planning Associates for Stormwater Quality Task Force. March 1993. • • Environmental Protection Agency(EPA). Pollution Prevention and Good Housekeeping for Municipal Operations Storm Water. Pet Waste Collection. Office of Wastewater Management. Online: • http://www.epa.gov/npdes/menuofbmps/poll_3.htm • Harvard University. 2002. Solid Waste Container Best Management Practices—Fact Sheet On-Line Resources— • Environmental Health and Safety. • SJC FP-5 Solid Waste Handling.doc 3 2/13103 • • • • • • • • • • , ,,; �, City of San Juan Capistrano FP-6 • WATER AND SEWER UTILITY • OPERATION AND MAINTENANCE • • Although sewage systems,the operation and maintenance of public utilities are not considered themselves are not a chronic sources of stormwater pollution, some • activities and accidents can result in the discharge of raw sewage contains pollutants • that can pose a threat to both human health and the quality of receiving waters if they enter the storm drain system through incidents such as spills, leaks or overflows. The • attached BMPs are recommended to be used on an as needed and on a case by case • basis. Some BMP might not apply in certain situations and will not be used. The provided BMPs are potential measures that could be used, individually or collectively, • as the situation requires, and as determined by staff. Activities associated with the • operation and maintenance of water and sewer utilities to prevent and handle such incidents include the following: • • 1. Water Line Maintenance • 2. Sanitary Sewer Maintenance • 3. Spill/Leak/Overflow Control, Response, and Containment • Cities that do not provide maintenance of water and sewer utilities should coordinate • with the contracting agency responsible for these activities and ensure that these • model procedures are followed. • POLLUTION PREVENTION: • Pollution prevention measures have been considered and incorporated in the model procedures. Implementation of • these measures may be more effective and reduce or eliminate the need to implement other more complicated or costly procedures. Possible pollution prevention measures for water and sewer utility operation and maintenance • include: • Inspect potential non-storm water discharge flow paths and clear/cleanup any debris or pollutants • found(i.e.remove trash, leaves,sediment,and wipe up liquids, including oil spills). • Once per year,educate municipal staff on pollution prevention measures. • SJC FP-6 Water and Sewer Utility 0&M.doc 1 2/13103 • • • • • SJC FP-6 • • MODEL PROCEDURES: • • • 1. Water Line Maintenance • Procedures can be employed to reduce pollutants from discharges associated with water utility • operation and maintenance activities. Planned discharges may include fire hydrant testing,flushing . water supply mains after new construction,flushing lines due to complaints of taste and odor, dewatering mains for maintenance work. Unplanned discharges from treated, recycled water, raw • water,and groundwater systems operation and maintenance activities can occur from water main • breaks,sheared fire hydrants,equipment malfunction,and operator error. • • Planned Discharges ✓For planned discharges use one of the following options: • - Reuse water for dust suppression,irrigation,or construction compaction • - Discharge to the sanitary sewer system with approval • - Discharge to the storm drain system or to a creek using applicable pollution control measures listed below(this option is ONLY . applicable to uncontaminated pumped ground water,waterline • flushing,discharges from potable water sources other than water main breaks)and may require a permit from the Regional Water • Quality Control Board. • ✓If water is discharged to a storm drain inlet(catch basin),control measures • must be put in place to control potential pollutants(i.e.sediment,chlorine, etc.). Examples of some storm drain inlet protection options include: - Silt fence-appropriate where the inlet drains a relatively flat area. - Gravel and wire mesh sediment filter-Appropriate where • concentrated flows are expected. • - Fiber or straw rolls-can be used at all curb inlet catch basins. • - Wooden weir and fabric-use at curb inlets where a compact • installation is desired. . ✓Prior to discharge, inspect discharge flow path and clear/cleanup any debris or pollutants found(i.e. remove trash,leaves,sediment,and wipe up liquids, including oil spills). • ✓Select appropriate pollution control measure(s)considering the receiving system(i.e.curb inlet,drop inlet, culvert,creek, etc.)and ensure that the • control device(s)fit properly. • ✓General design considerations for inlet protection devices include the • following: SJC FP-6 Water and Sewer Utility 0&M.doc 2 2113/03 • • • • • • • SJC FP-6 • • - The device should be constructed such that cleaning and disposal • of trapped sediment is made easy,while minimizing interference with discharge activities. • - Devices should be constructed so that any standing water resulting • from the discharge will not cause excessive inconvenience or • flooding/damage to adjacent land or structures. • ✓The effectiveness of control devices must be monitored during the discharge period and any necessary repairs or modifications made as needed. • Unplanned Discharges ✓Stop the discharge as quickly as possible by turning off water source. • ✓Inspect flow path of the discharged water: • - Control erosion along the flow path. • - Identify areas that may produce significant sediment or gullies,use • sandbags to redirect the flow. • - Identify erodible areas which may need to be repaired or protected during subsequent repairs or corrective actions • ✓If repairs or corrective action will cause additional discharges of water,select • the appropriate procedures for erosion control,chlorine residual,turbidity, • and chemical additives. Prevent potential pollutants from entering the flow path and ensure that no additional discharged water enters stone drain • inlets. • • • • • • • • • • • • • • • • SJC FP-6 Water and Sewer Utility 0&M.doc 3 2/13/03 • • • • • • • SJC FP-6 • 2. Sanitary Sewer Maintenance • Applicable to municipalities who own and operated a sewage collection system. Facilities that are • covered under this program include sanitary sewer pipes and pump stations owned and operated by • the Permittee.The owner of the sanitary sewer facilities is the entity responsible for carrying out this prevention and response program. • • • Sewer System Cleaning ✓Sewer lines should be cleaned on a regular basis to remove grease,grit, • and other debris that may lead to sewer backups. • ✓ Establish routine maintenance program.Cleaning should be conducted at an established minimum frequency and more frequently for problem areas such • as restaurants that are identified • ✓Cleaning activities may require removal of tree roots and other identified • obstructions. • Preventative and ✓During routine maintenance and inspection note the condition of sanitary • Corrective Maintenance sewer structures and identify areas that need repair or maintenance. Items • to note may include the following: • - cracked/deteriorating pipes • - leaking joints/seals at manhole • - frequent line plugs • - line generally flows at or near capacity • - suspected infiltration or exfiltration • ✓Document suggestions and requests for repair and report the information to the appropriate manager or supervisor. • • ✓Prioritize repairs based on the nature and severity of the problem. Immediate clearing of blockage or repair is required where an overflow is • currently occurring or for urgent problems that may cause an imminent • overflow(e.g. pump station failures,sewer line ruptures,sewer line blockages). These repairs may be temporary until scheduled or capital • improvements can be completed. ✓Review previous sewer maintenance records to help identify"hot spots"or • areas with frequent maintenance problems and locations of potential system . failure. • • • • SJC FP-6 Water and Sewer Utility 0&M.doc 4 2/13/03 • • • • • • • SJC FP-6 • • • • 3. Spill/Leak/Overflow Control, Response, and Containment • • Control ✓Refer to countywide Illicit Discharge Detection and Elimination Program. Components of this program include: Also see Drainage System • procedures sheet - Investigationllnspection and follow-up • - Elimination of illicit discharges and connections . - Enforcement of ordinances • - Respond to sewage spills • - Facilitate public reporting of illicit discharges and connections. A citizen's hotline for reporting observed overflow conditions should • be established to supplement the Feld screening efforts being • conducted by the Principal Permittee. • Response and ✓Establish lead department/agency responsible for spill response and • Containment containment. Provide coordination within departments. ✓When a spill,leak, and/or overflow occurs, keep sewage from entering the • storm drain system to the maximum extent practicable by covering or • blocking storm drain inlets or by containing and diverting the sewage away from open channels and other storm drain facilities(using sandbags, • inflatable dams,etc.). • ✓ If a spill reaches the storm drain notify County of Orange Health Care • Agency through Control One at(714)628-7208. • ✓ Remove the sewage using vacuum equipment or use other measures to • divert it back to the sanitary sewer system. • ✓Record required information at the spill site. ✓Perform field tests as necessary to determine the source of the spill. • ✓ Develop additional notification procedures regarding spill reporting as • needed. • LIMITATIONS: • • Private property access rights needed to perform testing along storm drain right-of-ways. Requirements of municipal • ordinance authority for suspected source verification testing necessary for guaranteed rights of entry. • • SJC FP-6 Water and Sewer Utility 0&M.doc 5 2/13/03 • • • • • • • SJC FP-6 • • REFERENCES: • California Storm Water Best Management Practice Handbooks. Municipal Best Management Practice Handbook. • Prepared by Camp Dresser&McKee, Larry Walker Associates, Uribe and Associates, Resources Planning • Associates for Stormwater Quality Task Force. March 1993. • Los Angeles County Stormwater Quality. Public Agency Activities Model Program. On-line: • http:l/Iadpw.org/wmd/npdes/public_TC.cfm • Santa Clara Valley Urban Runoff Pollution Prevention Program. 1997 Urban Runoff Management Plan. September 1997,updated October 2000. • • Santa Clara Valley Urban Runoff Pollution Prevention Program. Water Utility Pollution Prevention Plan. • • • • • • • • • • • • • • • • • • • • • • • • • SJC FP-6 Water and$ewer utility 0&M.doc 6 2/13103 • • •